COBB COUNTY BOARD OF COMMISSIONERS ZONING HEARING SUMMARY AGENDA February 17, 2026 District Case Held and Continued cases (will not be heard) 4 Z-27-2025 KNIGHT PARTNERS, LLC (Continued by Staff from the November 4, 2025 and December 2, 2025 Planning Commission hearings until the February 3, 2026 Planning Commission hearing; Held by the Planning Commission until the March 3, 2026 Planning Commission hearing). 3 Z-1-2026 FRANCISCO J. GARCIA SANCHEZ (Held by the Planning Commission until the March 3, 2026 Planning Commission hearing). 2 Z-2-2026 PIEDMONT RESIDENTIAL, LLC (Held by the Planning Commission until the March 3, 2026 Planning Commission hearing). 1 Z-4-2026 FIELD TIME ATHLETICS, LLC (Held by the Planning Commission until the March 3, 2026 Planning Commission hearing). 4 Z-5-2026 THE REVIVE LAND GROUP, LLC (Continued by Staff from the February 17, 2026 Board of Commissioners hearing until the March 17, 2026 Board of Commissioner’s hearing) 3 LUP-2-2026 APRIL MURCHISON (Held by the Planning Commission until the March 3, 2026 Planning Commission hearing). 1 SLUP-1-2026 DANE CONTRACTING, LLC (Held by the Planning Commission until the March 3, 2026 Planning Commission hearing). 2 OB-2-2026 ADESUWA FADERIN (Continued by Staff from the February 17, 2026 Board of Commissioners hearing until the March 17, 2026 Board of Commissioner’s hearing) District Case Consent Agenda 2 Z-3-2026 FORREST BOSS 2 Z-6-2026 COLLIFLOWER, INC. 3 Z-7-2026 RED RIDGE PROPERTIES, LLC 1 LUP-3-2026 THIAGO SANTOS 2 LUP-4-2026 JEAN JEAN‐BAPTISTE 1 OB-1-2026 ROSCOE JACKSON 1 OB-3-2026 DAN HELTON 4 OB-4-2026 STUART NAPSHIN 4 OB-5-2026 EARLY EDUCATION, LLC 1 OB-7-2026 BROOKSTONE HOA, INC. 3 OB-8-2026 EVCAP MANAGER, LLC District Case Held and continued case - to be heard 2 Z-2-2024 FLOURNOY DEVELOPMENT GROUP, LLC (Continued by Staff from the February 6, 2024 Planning Commission hearing through November 4, 2025 Planning Commission hearings until the December 2, 2025 Planning Commission Hearing; Held by the Planning Commission from the December 2, 2025 Planning Commission hearing until the February 3, 2026 Planning Commission hearing). 3 LUP-49-2025 DAYRIS ANDUJAR (Continued by the Board of Commissioners from the December 16, 2025 Board of Commissioners hearing until the February 17, 2026 Board of Commissioners hearing). Page 1 of 1313 COBB COUNTY BOARD OF COMMISSIONERS ZONING HEARING SUMMARY AGENDA FEBRUARY 17, 2026 PAGE 2 District Case Regular cases 1 LUP-1-2026 JONATHAN A. ELMER AND SARAH ELMER District Case Other Business cases 2 OB-58-2025 SOTTO PROPERTIES, LLC (Held by the Board of Commissioners from the November 18, 2025 Board of Commissioners hearing until the February 17, 2026 Board of Commissioners hearing). 2 OB-6-2026 KENNETH SONUKAN 2 OB-9-2026 TOWN PARK APTS, LLC Page 2 of 1313 COBB COUNTY BOARD OF COMMISSIONERS ZONING HEARING CONSENT AGENDA February 17, 2026 Zoning Cases Z-3(2026) FORREST BOSS (Forrest L. Boss, owner) requesting rezoning from GC to LI for a metal fabrication and repair in Land Lots 371 and 422 of the 17th District. The property is located on the southwest side of Atlanta Road and on the north side of Ledford Street (761 Ledford Street). The Planning Commission recommends approval subject to: 1. Site Plan received by the Zoning Division on December 4, 2025 (on file in the Zoning Division), shall be followed, and a striped, code-compliant parking area and landscape buffer shall be installed along the western property line where feasible 2. Landscape Plan to be approved by the District Commissioner after review by County Arborist 3. Fire Department comments and recommendations 4. Water and Sewer Division comments and recommendations 5. Stormwater Management Division comments and recommendations 6. Department of Transportation comments and recommendations 7. Site Plan Review comments and recommendations 8. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 Z-6(2026) COLLIFLOWER, INC. (B & J HYD Building, Inc., owner) requesting rezoning from GC to LI for a hydraulics business in Land Lot 934 of the 19th District. The property is located on the northwest corner of Old 41 Highway and Hames Road (1661 Old 41 Highway). The Planning Commission recommends approval subject to: 1. Site Plan received by the Zoning Division on December 4, 2025 (on file in the Zoning Division), with the District Commissioner approving minor modifications 2. Water and Sewer Division comments and recommendations 3. Fire Department comments and recommendations 4. Stormwater Management Division comments and recommendations 5. Department of Transportation comments and recommendations 6. Site Plan Review comments and recommendations 7. No outdoor storage or outdoor display of merchandise 8. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 Page 3 of 1313 Cobb County Board of Commissioners Zoning Hearing Consent Agenda February 17, 2026 Page 2 Z-7(2026) RED RIDGE PROPERTIES, LLC (Estate of James Lamar Rucker, owner) requesting rezoning from R-30 to R-20 for a single‐family community in Land Lots 533 and 548 of the 16th District. The property is located on the east side of Hembree Road, across from Creek Park Drive and Timber Bluff Drive (2760 and 2830 Hembree Road). The Planning Commission recommends approval subject to: 1. Final Site Plan to be approved by the District Commissioner 2. Final elevations to be approved by the District Commissioner 3. Fire Department comments and recommendations 4. Water and Sewer Division comments and recommendations 5. Stormwater Management Division comments and recommendations 6. Department of Transportation comments and recommendations 7. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 Temporary Land Use Cases LUP-3(2026) THIAGO SANTOS (Thiago Santos and Kellyta Santos, owners) requests a Temporary Land Use Permit (Renewal) for outdoor photography in Land Lots 103 and 126 of the 20th District. Located on the north side of Old 41 Highway, west of Kimberly Road (3178 Old 41 Highway). Staff recommends approval for 24 months, subject to: 1. Final Site Plan received by the Zoning Division on December 3, 2025 (on file in the Zoning Division) 2. Maximum of two employees 3. One sign up to six square feet 4. Clients by appointment only, with a maximum of three clients per day 5. Fire Department comments and recommendations 6. Department of Transportation comments and recommendations 7. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 Page 4 of 1313 Cobb County Board of Commissioners Zoning Hearing Consent Agenda February 17, 2026 Page 3 LUP-4(2026) JEAN JEAN‐BAPTISTE (Jean E. Jean‐Baptiste, owner) requests a Temporary Land Use Permit to allow more people and vehicles than the code allows in Land Lot 203 of the 17th District. Located on the west side of Larose Drive, north of Windy Hill Road (44 Larose Drive). The Planning Commission recommends approval for 24 months, subject to: 1. A total of four vehicles on the property, such that: A. Within 30 days, Applicant to clean out the garage so one vehicle can be stored in the garage B. Allowance for three additional vehicles to be parked outside in the driveway 2. Allowance for the additional related adults 3. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 Other Business Cases ITEM OB-1-2026 To consider a reduction of lot size from 30,000 square-feet per lot to 24,368 square-feet for Roscoe Jackson. The property is located on the south side of Paul Samuel Road in Land Lot 237 of the 20th District (4051 Paul Samuel Road). Staff recommends approval subject to: 1. Cobb DOT comments and recommendations. ITEM OB-3-2026 To consider a reduction of required public road frontage from 75-feet to 0-feet and other variances for Dan Helton. The property is located on the west side of Poplar Springs Road in Land Lot 153 of the 19th District (950 Poplar Springs Road). Staff recommends approval subject to: 1. Fire Department comments and recommendations. 2. Road frontage is reduced to zero-feet with variances as shown on the site plan received January 2, 2026. Page 5 of 1313 Cobb County Board of Commissioners Zoning Hearing Consent Agenda February 17, 2026 Page 4 ITEM OB-4-2026 To consider a reduction of required public road frontage from 75-feet to 0-feet for Stuart Napshin. The property is located on the east side of Brownmoore Drive in Land Lot 163 of the 17th District (3107 Brownmoore Drive). Staff recommends approval subject to: 1. Cobb DOT comments and recommendations. 2. Road front is reduced to zero-feet. ITEM OB-5-2026 To consider a reduction of required public road frontage from 75-feet to 0-feet for Early Education, LLC. The property is located at the eastern end of Russell Drive in Land Lot 120 of the 17th District (395 Russell Drive). Staff recommends approval subject to: 1. Cobb DOT comments and recommendations. 2. Road front is reduced to zero-feet. 3. Site Plan Review comments. 4. Fire Department comments. ITEM OB-7-2026 To consider a site plan amendment for Brookstone HOA, Inc. regarding rezoning application Z-146 of 1993 in Land Lot 193 of the 20th District. Located at the southeast intersection of McLain Road and Hedge Brooke Drive (5595 Hedge Brooke Drive). Staff recommends approval subject to: 1. Fire Department comments and recommendations. 2. Site plan received January 13, 2026, with District Commissioner approving minor modifications. 3. Site Plan Review comments. Page 6 of 1313 Cobb County Board of Commissioners Zoning Hearing Consent Agenda February 17, 2026 Page 5 ITEM OB-8-2026 To consider a site plan and stipulation amendment for EvCap Manager, LLC regarding rezoning application Z-151 of 1999. The property is located on the north side of Shallowford Road in Land Lot 400 of the 16th District (3980 Shallowford Road). Staff recommends approval subject to: 1. Cobb DOT comments and recommendations. 2. Site plan received January 13, 2026, with District Commissioner approving minor modifications. 3. Site Plan Review comments. Page 7 of 1313 COBB COUNTY- ZONING HEARING AGENDA Planning Commission–February 3, 2026 NOTE: The applicant/property owner(s), prior to hearing date, may withdraw petitions contained in this agenda; therefore, the Planning Commission will not consider those cases. CONTINUED OR HELD CASES Z-2(2024) FLOURNOY DEVELOPMENT GROUP, LLC (Cobb County, owner) requesting rezoning from GC to RRC for multifamily residential in Land Lots 763 and 764 of the 17th District. Located on the west side of Atlanta Road and on the east side of I-285, south of the intersection of I-285 and Atlanta Road (4600 Atlanta Road). (Continued by Staff from the February 6, 2024 through November 4, 2025 Planning Commission hearings until the December 2, 2025 Planning Commission hearing; Held by the Planning Commission from the December 2, 2025 Planning Commission hearing until the February 3, 2026 Planning Commission hearing). Z-27(2025) KNIGHT PARTNERS, LLC (Louise G. Howard Family Investments, LP, owner) requesting rezoning from R-20 and TS to CRC for a convenience food store with self-service fuel sales in Land Lots 754 and 759 of the 17th District. The property is Located on the northwest corner of South Cobb Drive and River View Road (5322 South Cobb Drive, 2273 River View Road, 2259 River View Road). (Continued by Staff from the November 4, 2025 and December 2, 2025 Planning Commission hearings until the February 3, 2026 Planning Commission hearing). REGULAR CASES --- NEW BUSINESS Rezoning Z-1(2026) FRANCISCO J. GARCIA SANCHEZ (Francisco J. Garcia, owner) requesting rezoning from R-20 to LI for a tree service in Land Lot 133 of the 16th District. The property is located at the western terminus of Elnora Drive, west of Shallowford Road (895 Elnora Drive). Page 8 of 1313 Cobb County Planning Commission Zoning Hearing Agenda February 3, 2026 Page 2 Z-2(2026) PIEDMONT RESIDENTIAL, LLC (Juett Investments, LLC; AIR Property, LLC; Joy Cain (a/k/a Joy L. Cain); and Nathan A. Ball and Jessica E. Lawson, owners) requesting rezoning from R-20 to RM-8 for a single-family community in Land Lots 858, 859, 870 and 871 of the 16th District. The property is located on the east side of Bells Ferry Road and the north and west sides of Dickson Road, south of Interstate 75 (1520 and 1546 Bells Ferry Road, 15 and 141 Dickson Road). Z-3(2026) FORREST BOSS (Forrest L. Boss, owner) requesting rezoning from GC to LI for a metal fabrication and repair in Land Lots 371 and 422 of the 17th District. The property is located on the southwest side of Atlanta Road and on the north side of Ledford Street (761 Ledford Street). Z-4(2026) FIELD TIME ATHLETICS, LLC (Sanctuary Park West Real Estate, LLC, owner) requesting rezoning from LRO and O&I to CRC for a commercial indoor recreation in Land Lot 329 of the 20th District. The property is Located approximately 330 feet east of Ernest Barrett Parkway (landlocked), behind Pike Nursery and to the north of Home Depot (3381 and 3391 Ernest Barrett Parkway). Z-5(2026) THE REVIVE LAND GROUP, LLC (Estate of Lucille Garrett a/k/a Leathy Lucille Garrett a/k/a Leathy Lucille Price Garrett and William D. Brown, owners) requesting rezoning from R-20 to RA-5 for a single-family community in Land Lot 691 of the 19th District. The property is located on the east and west sides of Ernest Barrett Parkway and the western terminus of Old Horseshoe Bend Road (None assigned). Z-6(2026) COLLIFLOWER, INC. (B & J HYD Building, Inc., owner) requesting rezoning from GC to LI for a hydraulics business in Land Lot 934 of the 19th District. The property is located on the northwest corner of Old 41 Highway and Hames Road (1661 Old 41 Highway). Page 9 of 1313 Cobb County Planning Commission Zoning Hearing Agenda February 3, 2026 Page 3 Z-7(2026) RED RIDGE PROPERTIES, LLC (Estate of James Lamar Rucker, owner) requesting rezoning from R-30 to R-20 for a single-family community in Land Lots 533 and 548 of the 16th District. The property is located on the east side of Hembree Road, across from Creek Park Drive and Timber Bluff Drive (2760 and 2830 Hembree Road). Temporary Land Use Permits LUP-1(2026) JONATHAN A. ELMER AND SARAH ELMER (Jonathan A. Elmer and Sarah Ruth Elmer, owners) requests a Temporary Land Use Permit to allow breeding dogs in Land Lots 300 of the 20th District. Located at the western terminus of Lost Valley Lane, west of Old Mountain Road (4998 Lost Valley Lane). LUP-2(2026) APRIL MURCHISON (April Murchison and Greg Persaud, owner) requests a Temporary Land Use Permit to allow more vehicles than the code allows in Land Lot 376 of the 16th District. Located on the southeast corner of Woodhill Drive and Shadowood Court (1331 Woodhill Drive). LUP-3(2026) THIAGO SANTOS (Thiago Santos and Kellyta Santos, owners) requests a Temporary Land Use Permit (Renewal) for outdoor photography in Land Lots 103 and 126 of the 20th District. Located on the north side of Old 41 Highway, west of Kimberly Road (3178 Old 41 Highway). LUP-4(2026) JEAN JEAN-BAPTISTE (Jean E. Jean-Baptiste, owner) requests a Temporary Land Use Permit to allow more people and vehicles than the code allows in Land Lot 203 of the 17th District. Located on the west side of Larose Drive, north of Windy Hill Road (44 Larose Drive). Page 10 of 1313 Cobb County Planning Commission Zoning Hearing Agenda February 3, 2026 Page 4 SPECIAL LAND USE PERMIT SLUP-1(2026) DANE CONTRACTING, LLC (Zeke Farriba and Barton L. Boyd, owners) requests a Special Land Use Permit for an addition of wood materials processing for firewood in Land Lot 26 of the 20th District. Located on the southwest side of Baker Road, north of Webster Drive (2675 Baker Road). NOTE: “Pursuant to the Official Code of Cobb County, Zoning – Section 134-124(b) the Cobb County Board of Commissioners is authorized to consider and may consider all constitutionally permissible zoning classification(s), including, but not limited to, intervening classification(s) and/or the classification(s) sought by the applicant.” The exact description of the property sought to be rezoned is on file in the office of the Cobb County Community Development, Zoning Division, 1150 Powder Springs Street, Suite 400, Marietta, Georgia 30064 and available for inspection by interested citizens between the hours of 8:00 a.m. and 5:00 p.m. Monday through Friday. Hearing on said petitions will be heard by the Cobb County Planning Commission at 9:00 a.m. on the prescribed hearing date. The public hearing will be held in the Second Floor Commissioners’ Meeting Room, Cobb County Building, 100 Cherokee Street, Marietta, Georgia, 30090. Anyone wishing to attend this public hearing may do so and be heard relative thereto. Any person wishing to speak before the Planning Commission must file a contribution disclosure statement if, and only if, the monetary contribution was made within two (2) years immediately preceding the filing of the rezoning request and the contribution aggregates to a sum total of $250.00 or more. This disclosure statement must be submitted to the Zoning Division Office by mail to P. O. Box 649, Marietta, Georgia 30061 or in person at 1150 Powder Springs Street, Suite 400, Marietta, Georgia 30064 within five (5) days before the public hearing. Additionally, if you believe you need any special accommodations in order to attend these public hearings, please contact the County Clerk’s Office at 770-528-3307 no later than 48 hours before the date of the above meeting. Page 11 of 1313 COBB COUNTY- ZONING HEARING AGENDA Board of Commissioners –February 17, 2026 NOTE: The applicant/property owner(s), prior to hearing date, may withdraw petitions contained in this agenda; therefore, the Board of Commissioners will not consider those cases. CONTINUED OR HELD CASES Z-2(2024) FLOURNOY DEVELOPMENT GROUP, LLC (Cobb County, owner) requesting rezoning from GC to RRC for multifamily residential in Land Lots 763 and 764 of the 17th District. Located on the west side of Atlanta Road and on the east side of I-285, south of the intersection of I-285 and Atlanta Road (4600 Atlanta Road). (Continued by Staff from the February 6, 2024 through November 4, 2025 Planning Commission hearings until the December 2, 2025 Planning Commission hearing; Held by the Planning Commission from the December 2, 2025 Planning Commission hearing until the February 3, 2026 Planning Commission hearing). Z-27(2025) KNIGHT PARTNERS, LLC (Louise G. Howard Family Investments, LP, owner) requesting rezoning from R-20 and TS to CRC for a convenience food store with self-service fuel sales in Land Lots 754 and 759 of the 17th District. The property is Located on the northwest corner of South Cobb Drive and River View Road (5322 South Cobb Drive, 2273 River View Road, 2259 River View Road). (Continued by Staff from the November 4, 2025 and December 2, 2025 Planning Commission hearings until the February 3, 2026 Planning Commission hearing). LUP-49(2025) DAYRIS ANDUJAR (Dayris J. Andujar Tolentino and Dominga Talentino Castillo, owners) requests a Temporary Land Use Permit to allow more people and vehicles than the code allows in Land Lot 156 of the 16th District. Located on the northwest side of Highland Terrace, west of Canton Road (883 Highland Terrace). (Previously continued by the Board of Commissioners from the December 16, 2026 Board of Commissioners hearing until the February 17, 2026 Board of Commissioners hearing). Page 12 of 1313 Cobb County Board of Commissioners Zoning Hearing Agenda February 17, 2026 Page 2 REGULAR CASES --- NEW BUSINESS Rezoning Z-1(2026) FRANCISCO J. GARCIA SANCHEZ (Francisco J. Garcia, owner) requesting rezoning from R-20 to LI for a tree service in Land Lot 133 of the 16th District. The property is located at the western terminus of Elnora Drive, west of Shallowford Road (895 Elnora Drive). Z-2(2026) PIEDMONT RESIDENTIAL, LLC (Juett Investments, LLC; AIR Property, LLC; Joy Cain (a/k/a Joy L. Cain); and Nathan A. Ball and Jessica E. Lawson, owners) requesting rezoning from R-20 to RM-8 for a single-family community in Land Lots 858, 859, 870 and 871 of the 16th District. The property is located on the east side of Bells Ferry Road and the north and west sides of Dickson Road, south of Interstate 75 (1520 and 1546 Bells Ferry Road, 15 and 141 Dickson Road). Z-3(2026) FORREST BOSS (Forrest L. Boss, owner) requesting rezoning from GC to LI for a metal fabrication and repair in Land Lots 371 and 422 of the 17th District. The property is located on the southwest side of Atlanta Road and on the north side of Ledford Street (761 Ledford Street). Z-4(2026) FIELD TIME ATHLETICS, LLC (Sanctuary Park West Real Estate, LLC, owner) requesting rezoning from LRO and O&I to CRC for a commercial indoor recreation in Land Lot 329 of the 20th District. The property is Located approximately 330 feet east of Ernest Barrett Parkway (landlocked), behind Pike Nursery and to the north of Home Depot (3381 and 3391 Ernest Barrett Parkway). Page 13 of 1313 Cobb County Board of Commissioners Zoning Hearing Agenda February 17, 2026 Page 3 Z-5(2026) THE REVIVE LAND GROUP, LLC (Estate of Lucille Garrett a/k/a Leathy Lucille Garrett a/k/a Leathy Lucille Price Garrett and William D. Brown, owners) requesting rezoning from R-20 to RA-5 for a single-family community in Land Lot 691 of the 19th District. The property is located on the east and west sides of Ernest Barrett Parkway and the western terminus of Old Horseshoe Bend Road (None assigned). Z-6(2026) COLLIFLOWER, INC. (B & J HYD Building, Inc., owner) requesting rezoning from GC to LI for a hydraulics business in Land Lot 934 of the 16th District. The property is located on the northwest corner of Old 41 Highway and Hames Road (1661 Old 41 Highway). Z-7(2026) RED RIDGE PROPERTIES, LLC (Estate of James Lamar Rucker, owner) requesting rezoning from R-30 to R-20 for a single-family community in Land Lots 533 and 548 of the 16th District. The property is located on the east side of Hembree Road, across from Creek Park Drive and Timber Bluff Drive (2760 and 2830 Hembree Road). Temporary Land Use Permits LUP-1(2026) JONATHAN A. ELMER AND SARAH ELMER (Jonathan A. Elmer and Sarah Ruth Elmer, owners) requests a Temporary Land Use Permit to allow breeding dogs in Land Lots 300 of the 20th District. Located at the western terminus of Lost Valley Lane, west of Old Mountain Road (4998 Lost Valley Lane). LUP-2(2026) APRIL MURCHISON (April Murchison and Greg Persaud, owner) requests a Temporary Land Use Permit to allow more vehicles than the code allows in Land Lot 376 of the 16th District. Located on the southeast corner of Woodhill Drive and Shadowood Court (1331 Woodhill Drive). Page 14 of 1313 Cobb County Board of Commissioners Zoning Hearing Agenda February 17, 2026 Page 4 LUP-3(2026) THIAGO SANTOS (Thiago Santos and Kellyta Santos, owners) requests a Temporary Land Use Permit (Renewal) for outdoor photography in Land Lots 103 and 126 of the 20th District. Located on the north side of Old 41 Highway, west of Kimberly Road (3178 Old 41 Highway). LUP-4(2026) JEAN JEAN-BAPTISTE (Jean E. Jean-Baptiste, owner) requests a Temporary Land Use Permit to allow more people and vehicles than the code allows in Land Lot 203 of the 17th District. Located on the west side of Larose Drive, north of Windy Hill Road (44 Larose Drive). SPECIAL LAND USE PERMIT SLUP-1(2026) DANE CONTRACTING, LLC (Zeke Farriba and Barton L. Boyd, owners) requests a Special Land Use Permit for an addition of wood materials processing for firewood in Land Lot 26 of the 20th District. Located on the southwest side of Baker Road, north of Webster Drive (2675 Baker Road). OTHER BUSINESS CASES ITEM OB-58-2025 To consider a reduction of lot size from 30,000 square-feet per lot to 28,801 square-feet for lot 1 and to 29,286 square-feet for lot 2 for Sotto Properties, LLC. The property is located on the northeasterly side of Honeysuckle Lane, west of Spring Hill Road in Land Lot 771 of the 17th District (2351 Honeysuckle Lane). (Held by the Board of Commissioners from the November 18, 2025 and December 16, 2025 Board of Commissioners hearings until the February 17, 2026 Board of Commissioners hearing). Page 15 of 1313 Cobb County Board of Commissioners Zoning Hearing Agenda February 17, 2026 Page 5 ITEM OB-1-2026 To consider a reduction of lot size from 30,000 square-feet per lot to 24,368 square-feet for Roscoe Jackson. The property is located on the south side of Paul Samuel Road in Land Lot 237 of the 20th District (4051 Paul Samuel Road). ITEM OB-2-2026 To consider amending the stipulations and site plan for Adesuwa Faderin regarding rezoning application Z-13 of 2013. The property is located on the east side of Atlanta Road, south of Paces Ferry Road in Land Lot 743 of the 17th District (3691 Atlanta Road). ITEM OB-3-2026 To consider a reduction of required public road frontage from 75-feet to 0-feet and other variances for Dan Helton. The property is located on the east side of Brownmoore Drive in Land Lot 163 of the 17th District (3107 Brownmoore Drive). ITEM OB-4-2026 To consider a reduction of required public road frontage from 75-feet to 0-feet for Stuart Napshin. The property is located on the west side of Poplar Springs Road in Land Lot 153 of the 19th District (950 Poplar Springs Road). ITEM OB-5-2026 To consider a reduction of required public road frontage from 75-feet to 0-feet for Early Education, LLC. The property is located at the eastern end of Russell Drive in Land Lot 120 of the 17th District (395 Russell Drive). Page 16 of 1313 Cobb County Board of Commissioners Zoning Hearing Agenda February 17, 2026 Page 6 ITEM OB-6-2026 To consider a stipulation amendment for Kenneth Sonukan regarding rezoning application Z-65 of 2004 in Land Lots 221 and 222 of the 17th District. Located on the west side of South Cobb Drive, north of Leader Road (1060 South Cobb Drive). ITEM OB-7-2026 To consider a site plan amendment for Brookstone HOA, Inc. regarding rezoning application Z-146 of 1993 in Land Lot 193 of the 20th District. Located at the southeast intersection of McLain Road and Hedge Brooke Drive (5595 Hedge Brooke Drive). ITEM OB-8-2026 To consider a site plan and stipulation amendment for EvCap Manager, LLC regarding rezoning application Z-151 of 1999. The property is located on the north side of Shallowford Road in Land Lot 400 of the 16th District (3980 Shallowford Road). ITEM OB-9-2026 To consider a stipulation amendment for Town Park Apts, LLC regarding rezoning application Z-52 of 2022. The property is located on the east side of Townpark Drive, north of Chastain Road in Land Lot 363 of the 16th District (108 Townpark Drive). NOTE: “Pursuant to the Official Code of Cobb County, Zoning – Section 134-124(b) the Cobb County Board of Commissioners is authorized to consider and may consider all constitutionally permissible zoning classification(s), including, but not limited to, intervening classification(s) and/or the classification(s) sought by the applicant.” Page 17 of 1313 Cobb County Board of Commissioners Zoning Hearing Agenda February 17, 2026 Page 7 The exact description of the property sought to be rezoned is on file in the office of the Cobb County Community Development, Zoning Division, 1150 Powder Springs Street, Suite 400, Marietta, Georgia 30064 and available for inspection by interested citizens between the hours of 8:00 a.m. and 5:00 p.m. Monday through Friday. Hearing on said petitions will be held by the Cobb County Board of Commissioners at 9:00 a.m. on the prescribed hearing date. The public hearing will be held in the Second Floor Commissioners’ Meeting Room, Cobb County Building, 100 Cherokee Street, Marietta, Georgia, 30090. Anyone wishing to attend this public hearing may do so and be heard relative thereto. Any person wishing to speak before the Board of Commissioners must file a contribution disclosure statement if, and only if, the monetary contribution was made within two (2) years immediately preceding the filing of the rezoning request and the contribution aggregates to a sum total of $250.00 or more. This disclosure statement must be submitted to the Zoning Division Office by mail to P.O. Box 649, Marietta, Georgia 30061 or in person at 1150 Powder Springs Street, Suite 400, Marietta, Georgia 30064 within five (5) days before the public hearing. Additionally, if you believe you need any special accommodations in order to attend these public hearings, please contact the County Clerk’s Office at 770-528-3307 no later than 48 hours before the date of the above meeting. Page 18 of 1313 COBB COUNTY BOARD OF COMMISSIONERS’ ZONING HEARING “OTHER BUSINESS” February 17, 2026 ITEM OB-58-2025 To consider a reduction of lot size from 30,000 square-feet per lot to 28,801 square-feet for lot 1 and to 29,286 square-feet for lot 2 for Sotto Properties, LLC. The property is located on the northeasterly side of Honeysuckle Lane, west of Spring Hill Road in Land Lot 771 of the 17th District (2351 Honeysuckle Lane). (Held by the Board of Commissioners from the November 18, 2025 hearing and December 16, 2025 hearing until the February 17, 2026 hearing) ITEM OB-1-2026 To consider a reduction of lot size from 30,000 square-feet per lot to 24,368 square-feet for Roscoe Jackson. The property is located on the south side of Paul Samuel Road in Land Lot 237 of the 20th District (4051 Paul Samuel Road). ITEM OB-2-2026 To consider amending the stipulations and site plan for Adesuwa Faderin regarding rezoning application Z-13 of 2013. The property is located on the east side of Atlanta Road, south of Paces Ferry Road in Land Lot 743 of the 17th District (3691 Atlanta Road). ITEM OB-3-2026 To consider a reduction of required public road frontage from 75-feet to 0-feet and other variances for Dan Helton. The property is located on the west side of Poplar Springs Road in Land Lot 153 of the 19th District (950 Poplar Springs Road). ITEM OB-4-2026 To consider a reduction of required public road frontage from 75-feet to 0-feet for Stuart Napshin. The property is located on the east side of Brownmoore Drive in Land Lot 163 of the 17th District (3107 Brownmoore Drive). ITEM OB-5-2026 To consider a reduction of required public road frontage from 75-feet to 0-feet for Early Education, LLC. The property is located at the eastern end of Russell Drive in Land Lot 120 of the 17th District (395 Russell Drive). Page 19 of 1313 COBB COUNTY BOARD OF COMMISSIONERS’ ZONING HEARING “OTHER BUSINESS” February 17, 2026 Page 2 ITEM OB-6-2026 To consider a stipulation amendment for Kenneth Sonukan regarding rezoning application Z-65 of 2004 in Land Lots 221 and 222 of the 17th District. Located on the west side of South Cobb Drive, north of Leader Road (1060 South Cobb Drive). ITEM OB-7-2026 To consider a site plan amendment for Brookstone HOA, Inc. regarding rezoning application Z- 146 of 1993 in Land Lot 193 of the 20th District. Located at the southeast intersection of McLain Road and Hedge Brooke Drive (5595 Hedge Brooke Drive). ITEM OB-8-2026 To consider a site plan and stipulation amendment for EvCap Manager, LLC regarding rezoning application Z-151 of 1999. The property is located on the north side of Shallowford Road in Land Lot 400 of the 16th District (3980 Shallowford Road). ITEM OB-9-2026 To consider a stipulation amendment for Town Park Apts, LLC regarding rezoning application Z-52 of 2022. The property is located on the east side of Townpark Drive, north of Chastain Road in Land Lot 363 of the 16th District (108 Townpark Drive). Page 20 of 1313 COBB COUNTY PLANNING COMMISSION ZONING HEARING SUMMARY AGENDA February 3, 2026 District Case Consent Agenda 2 Z-3-2026 FORREST BOSS 2 Z-6-2026 COLLIFLOWER, INC. 3 Z-7-2026 RED RIDGE PROPERTIES, LLC 1 LUP-3-2026 THIAGO SANTOS District Case Held and continued case - to be heard 2 Z-2-2024 FLOURNOY DEVELOPMENT GROUP, LLC (Continued by Staff from the February 6, 2024 Planning Commission hearing through November 4, 2025 Planning Commission hearings until the December 2, 2025 Planning Commission Hearing; Held by the Planning Commission from the December 2, 2025 Planning Commission hearing until the February 3, 2026 Planning Commission hearing). 4 Z-27-2025 KNIGHT PARTNERS, LLC (Continued by Staff from the November 4, 2025 Planning Commission hearing through the December 2, 2025 Planning Commission hearing until the February 3, 2026 Planning Commission hearing). District Case Regular cases 3 Z-1-2026 FRANCISCO J. GARCIA SANCHEZ 2 Z-2-2026 PIEDMONT RESIDENTIAL, LLC 1 Z-4-2026 FIELD TIME ATHLETICS, LLC 4 Z-5-2026 THE REVIVE LAND GROUP, LLC 1 LUP-1-2026 JONATHAN A. ELMER AND SARAH ELMER 3 LUP-2-2026 APRIL MURCHISON 2 LUP-4-2026 JEAN JEAN‐BAPTISTE 1 SLUP-1-2026 DANE CONTRACTING, LLC Page 21 of 1313 COBB COUNTY PLANNING COMMISSION ZONING HEARING CONSENT AGENDA February 3, 2026 Zoning Cases Z-3(2026) FORREST BOSS (Forrest L. Boss, owner) requesting rezoning from GC to LI for a metal fabrication and repair in Land Lots 371 and 422 of the 17th District. The property is located on the southwest side of Atlanta Road and on the north side of Ledford Street (761 Ledford Street). The Planning Commission recommends approval subject to: 1. Site plan received by the Zoning Division on December 4, 2025, shall be followed, and a striped, code-compliant parking area and landscape buffer shall be installed along the western property line where feasible. 2. Landscape plan to be approved by the district commissioner after review by County Arborist. 3. Fire Department comments and recommendations; 4. Water and Sewer comments and recommendations; 5. Stormwater comments and recommendations; 6. Department of Transportation comments and recommendations; 7. Site Plan Review comments and recommendations. Z-6(2026) COLLIFLOWER, INC. (B & J HYD Building, Inc., owner) requesting rezoning from GC to LI for a hydraulics business in Land Lot 934 of the 19th District. The property is located on the northwest corner of Old 41 Highway and Hames Road (1661 Old 41 Highway). The Planning Commission recommends approval subject to: 1. Site plan received by the Zoning Division on December 4, 2025, with the District Commissioner approving minor modifications; 2. Water and Sewer Division comments and recommendations; 3. Fire Department comments and recommendations; 4. Stormwater Management Division comments and recommendations; 5. Department of Transportation comments and recommendations; 6. Site Plan Review comments and recommendations; and 7. No outdoor storage or outdoor display of merchandise. Page 22 of 1313 Cobb County Planning Commission Zoning Hearing Consent Agenda February 3, 2026 Page 2 Z-7(2026) RED RIDGE PROPERTIES, LLC (Estate of James Lamar Rucker, owner) requesting rezoning from R-30 to R-20 for a single-family community in Land Lots 533 and 548 of the 16th District. The property is located on the east side of Hembree Road, across from Creek Park Drive and Timber Bluff Drive (2760 and 2830 Hembree Road). The Planning Commission recommends approval subject to: 1. Final Site Plan to be approved by the District Commissioner; 2. Final Elevations to be approved by the District Commissioner; 3. Fire Department comments and recommendations; 4. Water and Sewer Division comments and recommendations; 5. Stormwater Management Division comments and recommendations; and 6. Department of Transportation comments and recommendations. LUP-3(2026) THIAGO SANTOS (Thiago Santos and Kellyta Santos, owners) requests a Temporary Land Use Permit (Renewal) for outdoor photography in Land Lots 103 and 126 of the 20th District. Located on the north side of Old 41 Highway, west of Kimberly Road (3178 Old 41 Highway). Staff recommends approval for 24 months, subject to: 1. Final Site Plan submitted on December 3rd, 2025 (attached and made a part of these minutes); 2. Maximum of two employees; 3. One sign up to six square feet; 4. Clients by appointment only, with a maximum of three (3) clients per day; 5. Fire Department comments and recommendations; and 6. Department of Transportation comments and recommendations. Page 23 of 1313 COBB COUNTY BOARD OF COMMISSIONERS ZONING HEARING SUMMARY AGENDA February 17, 2026 District Case Held and Continued cases (will not be heard) 4 Z-27-2025 KNIGHT PARTNERS, LLC (Continued by Staff from the November 4, 2025 and December 2, 2025 Planning Commission hearings until the February 3, 2026 Planning Commission hearing; Held by the Planning Commission until the March 3, 2026 Planning Commission hearing). 3 Z-1-2026 FRANCISCO J. GARCIA SANCHEZ (Held by the Planning Commission until the March 3, 2026 Planning Commission hearing). 2 Z-2-2026 PIEDMONT RESIDENTIAL, LLC (Held by the Planning Commission until the March 3, 2026 Planning Commission hearing). 1 Z-4-2026 FIELD TIME ATHLETICS, LLC (Held by the Planning Commission until the March 3, 2026 Planning Commission hearing). 4 Z-5-2026 THE REVIVE LAND GROUP, LLC (Continued by Staff from the February 17, 2026 Board of Commissioners hearing until the March 17, 2026 Board of Commissioner’s hearing) 3 LUP-2-2026 APRIL MURCHISON (Held by the Planning Commission until the March 3, 2026 Planning Commission hearing). 1 SLUP-1-2026 DANE CONTRACTING, LLC (Held by the Planning Commission until the March 3, 2026 Planning Commission hearing). 2 OB-2-2026 ADESUWA FADERIN (Continued by Staff from the February 17, 2026 Board of Commissioners hearing until the March 17, 2026 Board of Commissioner’s hearing) District Case Consent Agenda 2 Z-3-2026 FORREST BOSS 2 Z-6-2026 COLLIFLOWER, INC. 3 Z-7-2026 RED RIDGE PROPERTIES, LLC 1 LUP-3-2026 THIAGO SANTOS 2 LUP-4-2026 JEAN JEAN‐BAPTISTE 1 OB-1-2026 ROSCOE JACKSON 1 OB-3-2026 DAN HELTON 4 OB-4-2026 STUART NAPSHIN 4 OB-5-2026 EARLY EDUCATION, LLC 1 OB-7-2026 BROOKSTONE HOA, INC. 3 OB-8-2026 EVCAP MANAGER, LLC District Case Held and continued case - to be heard 2 Z-2-2024 FLOURNOY DEVELOPMENT GROUP, LLC (Continued by Staff from the February 6, 2024 Planning Commission hearing through November 4, 2025 Planning Commission hearings until the December 2, 2025 Planning Commission Hearing; Held by the Planning Commission from the December 2, 2025 Planning Commission hearing until the February 3, 2026 Planning Commission hearing). 3 LUP-49-2025 DAYRIS ANDUJAR (Continued by the Board of Commissioners from the December 16, 2025 Board of Commissioners hearing until the February 17, 2026 Board of Commissioners hearing). Page 24 of 1313 COBB COUNTY BOARD OF COMMISSIONERS ZONING HEARING SUMMARY AGENDA FEBRUARY 17, 2026 PAGE 2 District Case Regular cases 1 LUP-1-2026 JONATHAN A. ELMER AND SARAH ELMER District Case Other Business cases 2 OB-58-2025 SOTTO PROPERTIES, LLC (Held by the Board of Commissioners from the November 18, 2025 Board of Commissioners hearing until the February 17, 2026 Board of Commissioners hearing). 2 OB-6-2026 KENNETH SONUKAN 2 OB-9-2026 TOWN PARK APTS, LLC Page 25 of 1313 COBB COUNTY BOARD OF COMMISSIONERS ZONING HEARING CONSENT AGENDA February 17, 2026 Zoning Cases Z-3(2026) FORREST BOSS (Forrest L. Boss, owner) requesting rezoning from GC to LI for a metal fabrication and repair in Land Lots 371 and 422 of the 17th District. The property is located on the southwest side of Atlanta Road and on the north side of Ledford Street (761 Ledford Street). The Planning Commission recommends approval subject to: 1. Site Plan received by the Zoning Division on December 4, 2025 (on file in the Zoning Division), shall be followed, and a striped, code-compliant parking area and landscape buffer shall be installed along the western property line where feasible 2. Landscape Plan to be approved by the District Commissioner after review by County Arborist 3. Fire Department comments and recommendations 4. Water and Sewer Division comments and recommendations 5. Stormwater Management Division comments and recommendations 6. Department of Transportation comments and recommendations 7. Site Plan Review comments and recommendations 8. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 Z-6(2026) COLLIFLOWER, INC. (B & J HYD Building, Inc., owner) requesting rezoning from GC to LI for a hydraulics business in Land Lot 934 of the 19th District. The property is located on the northwest corner of Old 41 Highway and Hames Road (1661 Old 41 Highway). The Planning Commission recommends approval subject to: 1. Site Plan received by the Zoning Division on December 4, 2025 (on file in the Zoning Division), with the District Commissioner approving minor modifications 2. Water and Sewer Division comments and recommendations 3. Fire Department comments and recommendations 4. Stormwater Management Division comments and recommendations 5. Department of Transportation comments and recommendations 6. Site Plan Review comments and recommendations 7. No outdoor storage or outdoor display of merchandise 8. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 Page 26 of 1313 Cobb County Board of Commissioners Zoning Hearing Consent Agenda February 17, 2026 Page 2 Z-7(2026) RED RIDGE PROPERTIES, LLC (Estate of James Lamar Rucker, owner) requesting rezoning from R-30 to R-20 for a single‐family community in Land Lots 533 and 548 of the 16th District. The property is located on the east side of Hembree Road, across from Creek Park Drive and Timber Bluff Drive (2760 and 2830 Hembree Road). The Planning Commission recommends approval subject to: 1. Final Site Plan to be approved by the District Commissioner 2. Final elevations to be approved by the District Commissioner 3. Fire Department comments and recommendations 4. Water and Sewer Division comments and recommendations 5. Stormwater Management Division comments and recommendations 6. Department of Transportation comments and recommendations 7. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 Temporary Land Use Cases LUP-3(2026) THIAGO SANTOS (Thiago Santos and Kellyta Santos, owners) requests a Temporary Land Use Permit (Renewal) for outdoor photography in Land Lots 103 and 126 of the 20th District. Located on the north side of Old 41 Highway, west of Kimberly Road (3178 Old 41 Highway). Staff recommends approval for 24 months, subject to: 1. Final Site Plan received by the Zoning Division on December 3, 2025 (on file in the Zoning Division) 2. Maximum of two employees 3. One sign up to six square feet 4. Clients by appointment only, with a maximum of three clients per day 5. Fire Department comments and recommendations 6. Department of Transportation comments and recommendations 7. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 Page 27 of 1313 Cobb County Board of Commissioners Zoning Hearing Consent Agenda February 17, 2026 Page 3 LUP-4(2026) JEAN JEAN‐BAPTISTE (Jean E. Jean‐Baptiste, owner) requests a Temporary Land Use Permit to allow more people and vehicles than the code allows in Land Lot 203 of the 17th District. Located on the west side of Larose Drive, north of Windy Hill Road (44 Larose Drive). The Planning Commission recommends approval for 24 months, subject to: 1. A total of four vehicles on the property, such that: A. Within 30 days, Applicant to clean out the garage so one vehicle can be stored in the garage B. Allowance for three additional vehicles to be parked outside in the driveway 2. Allowance for the additional related adults 3. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 Other Business Cases ITEM OB-1-2026 To consider a reduction of lot size from 30,000 square-feet per lot to 24,368 square-feet for Roscoe Jackson. The property is located on the south side of Paul Samuel Road in Land Lot 237 of the 20th District (4051 Paul Samuel Road). Staff recommends approval subject to: 1. Cobb DOT comments and recommendations. ITEM OB-3-2026 To consider a reduction of required public road frontage from 75-feet to 0-feet and other variances for Dan Helton. The property is located on the west side of Poplar Springs Road in Land Lot 153 of the 19th District (950 Poplar Springs Road). Staff recommends approval subject to: 1. Fire Department comments and recommendations. 2. Road frontage is reduced to zero-feet with variances as shown on the site plan received January 2, 2026. Page 28 of 1313 Cobb County Board of Commissioners Zoning Hearing Consent Agenda February 17, 2026 Page 4 ITEM OB-4-2026 To consider a reduction of required public road frontage from 75-feet to 0-feet for Stuart Napshin. The property is located on the east side of Brownmoore Drive in Land Lot 163 of the 17th District (3107 Brownmoore Drive). Staff recommends approval subject to: 1. Cobb DOT comments and recommendations. 2. Road front is reduced to zero-feet. ITEM OB-5-2026 To consider a reduction of required public road frontage from 75-feet to 0-feet for Early Education, LLC. The property is located at the eastern end of Russell Drive in Land Lot 120 of the 17th District (395 Russell Drive). Staff recommends approval subject to: 1. Cobb DOT comments and recommendations. 2. Road front is reduced to zero-feet. 3. Site Plan Review comments. 4. Fire Department comments. ITEM OB-7-2026 To consider a site plan amendment for Brookstone HOA, Inc. regarding rezoning application Z-146 of 1993 in Land Lot 193 of the 20th District. Located at the southeast intersection of McLain Road and Hedge Brooke Drive (5595 Hedge Brooke Drive). Staff recommends approval subject to: 1. Fire Department comments and recommendations. 2. Site plan received January 13, 2026, with District Commissioner approving minor modifications. 3. Site Plan Review comments. Page 29 of 1313 Cobb County Board of Commissioners Zoning Hearing Consent Agenda February 17, 2026 Page 5 ITEM OB-8-2026 To consider a site plan and stipulation amendment for EvCap Manager, LLC regarding rezoning application Z-151 of 1999. The property is located on the north side of Shallowford Road in Land Lot 400 of the 16th District (3980 Shallowford Road). Staff recommends approval subject to: 1. Cobb DOT comments and recommendations. 2. Site plan received January 13, 2026, with District Commissioner approving minor modifications. 3. Site Plan Review comments. Page 30 of 1313 MINUTES OF ZONING HEARING COBB COUNTY PLANNING COMMISSION FEBRUARY 3, 2026 9:00 A.M. The Planning Commission Zoning Hearing was held on Tuesday, February 3, 2026, in the second-floor public meeting room of the David Hankerson Building, 100 Cherokee Street, Marietta, Georgia. Present and comprising a quorum of the Commission were: Nadia Faucette, Chairwoman Fred Beloin Deborah Dance Deidra Massey Sara Micheletto – left the hearing at 3:35 p.m. CALL TO ORDER – CHAIRWOMAN FAUCETTE Chairwoman Faucette introduced Sara Micheletto, who replaced David Anderson, as Commissioner Allen’s District 2 appointee for the Planning Commission. The hearing was called to order at 9:03 a.m. After reviewing the hearing procedures, Mr. John Pederson, Zoning Division Manager, made the following announcement, and then read in the cases for the Consent Agenda All information regarding zoning cases must be turned into the Zoning Office on the Wednesday prior to the zoning hearing for consideration. If said information is turned in past the deadline, then it is at the Board’s discretion as to whether the information will be considered. CONSENT AGENDA MOTION: Motion by Massey, second by Dance, to approve the following cases on the Consent Agenda, as presented. Z-3 FORREST BOSS (Forrest L. Boss, owner) requesting rezoning from GC to LI for a metal fabrication and repair business in land lots 371 and 422 of the 17th district. Property is located on the southwest side of Atlanta Road and on the north side of Ledford Street (761 Ledford Street). To recommend approval of Z-3 to the LI zoning district, subject to: 1. Site Plan received by the Zoning Division on December 4, 2025 (on file in the Zoning Division), shall be followed, and a striped, code-compliant parking area and landscape buffer shall be installed along the western property line where feasible 2. Landscape Plan to be approved by the District Commissioner after review by County Arborist 3. Fire Department comments and recommendations 4. Water and Sewer Division comments and recommendations 5. Stormwater Management Division comments and recommendations Page 31 of 1313MINUTES OF ZONING HEARING COBB COUNTY PLANNING COMMISSION FEBRUARY 3, 2026 PAGE 2 CONSENT AGENDA (CONT.) Z-3 FORREST BOSS (CONT.) 6. Department of Transportation comments and recommendations 7. Site Plan Review comments and recommendations 8. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 Z-6 COLLIFLOWER, INC. (B & J HYD Building, Inc., owner) requesting rezoning from GC to LI for a hydraulics business in land lot 934 of the 19th district. Property is located on the northwest corner of Old 41 Highway and Hames Road (1661 Old 41 Highway). To recommend approval of Z-6 to the LI zoning district, subject to: 1. Site Plan received by the Zoning Division on December 4, 2025 (on file in the Zoning Division), with the District Commissioner approving minor modifications 2. Water and Sewer Division comments and recommendations 3. Fire Department comments and recommendations 4. Stormwater Management Division comments and recommendations 5. Department of Transportation comments and recommendations 6. Site Plan Review comments and recommendations 7. No outdoor storage or outdoor display of merchandise 8. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 Z-7 RED RIDGE PROPERTIES, LLC (Estate of James Lamar Rucker, owner) requesting rezoning from R-30 to R-20 for a single‐family community in land lots 533 and 548 of the 16th district. Property is located on the east side of Hembree Road, across from Creek Park Drive and Timber Bluff Drive (2760 and 2830 Hembree Road). To recommend approval of Z-7 to the R-20 zoning district, subject to: 1. Final Site Plan to be approved by the District Commissioner 2. Final elevations to be approved by the District Commissioner 3. Fire Department comments and recommendations 4. Water and Sewer Division comments and recommendations 5. Stormwater Management Division comments and recommendations 6. Department of Transportation comments and recommendations 7. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 Page 32 of 1313MINUTES OF ZONING HEARING COBB COUNTY PLANNING COMMISSION FEBRUARY 3, 2026 PAGE 3 CONSENT AGENDA (CONT.) LUP-3 THIAGO SANTOS (Thiago Santos and Kellyta Santos, owners) requesting a Temporary Land Use Permit (Renewal) for outdoor photography in land lots 103 and 126 of the 20th district. Property is located on the north side of Old 41 Highway, west of Kimberly Road (3178 Old 41 Highway). To recommend approval of LUP-3 for 24 months, subject to: 1. Final Site Plan received by the Zoning Division on December 3, 2025 (on file in the Zoning Division) 2. Maximum of two employees 3. One sign up to six square feet 4. Clients by appointment only, with a maximum of three clients per day 5. Fire Department comments and recommendations 6. Department of Transportation comments and recommendations 7. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 CONSENT VOTE: ADOPTED 5-0 REGULAR AGENDA Z-2’24 FLOURNOY DEVELOPMENT GROUP, LLC (Cobb County, owner) requesting rezoning from GC to RRC for multifamily residential in land lots 763 and 764 of the 17th district. Property is located on the west side of Atlanta Road and on the east side of I-285, south of the intersection of I-285 and Atlanta Road (4600 Atlanta Road). (Previously continued by Staff from the February 6, 2024, through the November 4, 2025, Planning Commission (PC) hearings until the December 2, 2025, PC hearing; held by the PC from the December 2, 2025, PC hearing until the February 3, 2026, PC hearing). The public hearing was opened; Kevin Moore, Sam Lindley, Nat Milburn, and Travis McComb addressed the Planning Commission. Following the presentation and discussion, the following motion was made: MOTION: Motion by Micheletto, second by Beloin, to recommend approval of Z-2’24 to the RRC zoning district, subject to: 1. Further conversation with Department of Transportation (DOT) to determine exactly how much land they will be taking and if that could alleviate some of the conversation around the U-turn 2. Denial of the 50 feet setback against the front line; instead, do a reduced 25-30 feet setback to help buffer the development from the main street 3. Staff comments and recommendations, not otherwise in conflict Page 33 of 1313MINUTES OF ZONING HEARING COBB COUNTY PLANNING COMMISSION FEBRUARY 3, 2026 PAGE 4 REGULAR AGENDA (CONT.) Z-2’24 FLOURNOY DEVELOPMENT GROUP, LLC (CONT.) Prior to the vote, discussion ensued, and Ms. Dance made the following substitute motion for Z-2’24: MOTION: Motion by Dance, second by Massey, to move Z-2’24 forward to the Board of Commissioners without a recommendation, but with the following comments: 1. Continue conversation with the Department of Transportation (DOT) to determine exactly how much land they will be taking and if that could alleviate some of the conversation around the U-turn 2. Denial of the 50 feet setback against the front line; instead, do a reduced 25-30 feet setback to help buffer the development from the main street 3. Staff comments and recommendations, not otherwise in conflict VOTE: ADOPTED 4-1, Beloin opposed Z-27’25 KNIGHT PARTNERS, LLC (Louise G. Howard Family Investments, LP, owner) requesting rezoning from R-20 and TS to CRC for a convenience food store with self‐service fuel sales in land lots 754 and 759 of the 17th district. Property is located on the northwest corner of South Cobb Drive and River View Road (5322 South Cobb Drive, 2273 River View Road, and 2259 River View Road). (Previously continued by Staff from the November 4, 2025, Planning Commission (PC) hearing through the December 2, 2025, PC hearing until the February 3, 2026, PC hearing). The public hearing was opened; Kevin Moore, Katelyn DeRuyter, Jillian Newbury, and Betty Ann Cook addressed the Planning Commission. Following the presentation and discussion, the following motion was made: MOTION: Motion by Massey, second by Dance, to hold Z-27’25 until the March 3, 2026, Planning Commission Zoning Hearing. VOTE: ADOPTED 5-0 Chairwoman Faucette called for a brief recess from 10:39 a.m. until 10:50 a.m. Following the recess, Mr. Pederson requested that LUP-4 (Jean Jean-Baptiste) be moved up on the agenda and heard next. LUP-4 JEAN JEAN‐BAPTISTE (Jean E. Jean‐Baptiste, owner) requesting a Temporary Land Use Permit to allow more people and vehicles than the code allows in land lot 203 of the 17th district. Property is located on the west side of Larose Drive, north of Windy Hill Road (44 Larose Drive). Page 34 of 1313MINUTES OF ZONING HEARING COBB COUNTY PLANNING COMMISSION FEBRUARY 3, 2026 PAGE 5 REGULAR AGENDA (CONT.) LUP-4 JEAN JEAN‐BAPTISTE (CONT.) The public hearing was opened, and Jean-Baptiste addressed the Planning Commission. Following the presentation and discussion, the following motion was made: MOTION: Motion by Micheletto, second by Massey, to recommend approval of LUP-4 for 24 months, subject to: 1. A total of four vehicles on the property, such that: A. Within 30 days, Applicant to clean out the garage so one vehicle can be stored in the garage B. Allowance for three additional vehicles to be parked outside in the driveway 2. Allowance for the additional related adults 3. Inclusion on the Consent Agenda for the Board of Commissioners’ Zoning Hearing on February 17, 2026 VOTE: ADOPTED 5-0 Z-1 FRANCISCO J. GARCIA SANCHEZ (Francisco J. Garcia, owner) requesting rezoning from R-20 to LI for a tree service in land lot 133 of the 16th district. Property is located at the western terminus of Elnora Drive, west of Shallowford Road (895 Elnora Drive). The public hearing was opened; Francisco Garcia and Luis Silva (translator for the Applicant) addressed the Planning Commission. Following the presentation and discussion, the following motion was made: MOTION: Motion by Dance, second by Massey, to recommend denial of Z-1, subject to: 1. Applicant to clean up all non-residential uses of the property within 60 days Prior to the vote, discussion ensued, Ms. Dance withdrew her previous motion and made the following new motion for Z-1: MOTION: Motion by Dance, second by Massey, to hold Z-1 until the March 3, 2026, Planning Commission Zoning Hearing. VOTE: ADOPTED 5-0 Page 35 of 1313MINUTES OF ZONING HEARING COBB COUNTY PLANNING COMMISSION FEBRUARY 3, 2026 PAGE 6 REGULAR AGENDA (CONT.) Z-2 PIEDMONT RESIDENTIAL, LLC (Juett Investments, LLC; AIR Property, LLC; Joy Cain (a/k/a Joy L. Cain); and Nathan A. Ball and Jessica E. Lawson, owners) requesting rezoning from R-20 to RM-8 for a single‐ family community in land lots 858, 859, 870, and 871 of the 16th district. Property is located on the east side of Bells Ferry Road and the north and west sides of Dickson Road, south of Interstate 75 (1520 and 1546 Bells Ferry Road, 15 and 141 Dickson Road). The public hearing was opened; Kevin Moore and Mary Lynne Thomas addressed the Planning Commission. Following the presentation and discussion, the following motion was made: MOTION: Motion by Micheletto, second by Beloin, to hold Z-2 until March 3, 2026, Planning Commission Zoning Hearing. VOTE: ADOPTED 5-0 Chairwoman Faucette called for a lunch recess at 12:13 p.m. The hearing reconvened at 1:15 p.m. Z-4 FIELD TIME ATHLETICS, LLC (Sanctuary Park West Real Estate, LLC, owner) requesting rezoning from LRO and O&I to CRC for a commercial indoor recreation facility, which are batting cages, in land lot 329 of the 20th district. Property is located approximately 330 feet east of Ernest Barrett Parkway (landlocked), behind Pike Nursery, and to the north of Home Depot (3381 and 3391 Ernest Barrett Parkway). The public hearing was opened; Adam Rozen, Don Edwards, Ellen Smith, and Jeanne Kearse addressed the Planning Commission. Following the presentation and discussion, the following motion was made: MOTION: Motion by Beloin, second by Massey, to hold Z-4 until April 7, 2026, Planning Commission Zoning Hearing. VOTE: ADOPTED 5-0 Clerk’s Note: Mr. Beloin requested that the Applicant advise him within 30 days if he has reached an agreement with Home Depot. Following the vote, the representative, Kevin Moore, for Z-5 (The Revive Land Group, LLC), was not in attendance; therefore, LUP-1 (Jonathan A. Elmer and Sarah Elmer) was moved up on the agenda and heard next. LUP-1 JONATHAN A. ELMER AND SARAH ELMER (Jonathan A. Elmer and Sarah Ruth Elmer, owners) requesting a Temporary Land Use Permit to allow breeding dogs in land lots 300 of the 20th district. Property is located at the western terminus of Lost Valley Lane, west of Old Mountain Road (4998 Lost Valley Lane). Page 36 of 1313MINUTES OF ZONING HEARING COBB COUNTY PLANNING COMMISSION FEBRUARY 3, 2026 PAGE 7 REGULAR AGENDA (CONT.) LUP-1 JONATHAN A. ELMER AND SARAH ELMER (CONT.) The public hearing was opened; Jonathan and Sarah Elmer, Joshua Robertson, and Yuri Haller addressed the Planning Commission. Following the presentation and discussion, the following motion was made: MOTION: Motion by Beloin, second by Massey, to recommend approval of LUP-1 for 5 months, subject to: 1. Applicant to relocate the breeding dogs to another location within five months VOTE: ADOPTED 4-1, Dance opposed Z-5 THE REVIVE LAND GROUP, LLC (Estate of Lucille Garrett a/k/a Leathy Lucille Garrett a/k/a Leathy Lucille Price Garrett and William D. Brown, owners) requesting rezoning from R-20 to RA-5 for a single‐family community in land lot 691 of the 19th district. Property is located on the east and west sides of Ernest Barrett Parkway and the western terminus of Old Horseshoe Bend Road (None assigned). The public hearing was opened; Kevin Moore, Travis McComb, Robert Soricelly, Tracy Caldwell, Jordan Caldwell, and Stephen Swanson addressed the Planning Commission. Following the presentation and discussion, the following motion was made: MOTION: Motion by Massey, second by Micheletto, to recommend approval of Z-5, subject to: 1. Staff comments and recommendations VOTE: FAILED 2-3, Beloin, Dance, and Micheletto opposed Due to the failed motion for Z-5, Ms. Massey made an alternative motion to recommend moving the case forward to the Board of Commissioners without a recommendation; however, that motion failed to obtain a second. Thereafter, Ms. Dance made the following substitute motion: MOTION: Motion by Dance, second by Beloin, to recommend denial of Z-5. VOTE: ADOPTED 3-2, Faucette and Massey opposed Chairwoman Faucette called for a brief recess from 3:29 p.m. until 3:39 p.m. Chairwoman Faucette left the hearing and Vice Chairwoman Dance chaired the remainder of the hearing. Page 37 of 1313MINUTES OF ZONING HEARING COBB COUNTY PLANNING COMMISSION FEBRUARY 3, 2026 PAGE 8 REGULAR AGENDA (CONT.) LUP-2 APRIL MURCHISON (April Murchison and Greg Persaud, owner) requesting a Temporary Land Use Permit to allow more vehicles than the code allows in land lot 376 of the 16th district. Property is located on the southeast corner of Woodhill Drive and Shadowood Court (1331 Woodhill Drive). The public hearing was opened; Gregory and April Murchison, Gregory Persaud, Matt Beardon, and Michael Carle addressed the Planning Commission. Following the presentation and discussion, the following motion was made: MOTION: Motion by Dance, second by Massey, to hold LUP-2 until March 3, 2026, Planning Commission Zoning Hearing. VOTE: ADOPTED 4-0, Faucette not present SLUP-1 DANE CONTRACTING, LLC (Zeke Farriba and Barton L. Boyd, owners) requesting a Special Land Use Permit for wood materials processing for firewood in land lot 26 of the 20th district. Property is located on the southwest side of Baker Road, north of Webster Drive (2675 Baker Road). The public hearing was opened; Kevin Moore and Amy Maraisone addressed the Planning Commission. Following the presentation and discussion, the following motion was made: MOTION: Motion by Beloin, second by Micheletto, to hold SLUP-1 until March 3, 2026, Planning Commission Zoning Hearing. VOTE: ADOPTED 4-0, Faucette not present APPROVAL OF MINUTES MOTION: Motion by Massey, second by Micheletto, to approve the following minutes, as submitted:  December 2, 2025 – Planning Commission Zoning Hearing  January 6, 2026 – Special Called Meeting/Agenda Review Work Session for the proposed 2026 Comprehensive Plan and Future Land Use Amendments  January 6, 2026 – Planning Commission’s 2026 Comprehensive Plan and Future Land Use Amendments Hearing  January 30, 2026 – Special Called Meeting/Agenda Review Work Session VOTE: ADOPTED 4-0, Faucette not present Page 38 of 1313MINUTES OF ZONING HEARING COBB COUNTY PLANNING COMMISSION FEBRUARY 3, 2026 PAGE 9 ADJOURNMENT The hearing adjourned at 4:48 p.m. __________________________________ Robin L. Stone, Deputy County Clerk Cobb County Planning Commission Page 39 of 1313MINUTES OFZONING HEARING COBB COUNTY PLANNING COMMISSION DECEMBER 2,2025 9:00A.M. ThePlanning Commission Zoning Hearing washeldonTuesday, December 2,2025, inthe second-floorpublic meeting roomoftheDavid Hankerson Building, 100Cherokee Street, Marietta, Georgia. Present andcomprising aquorum oftheCommission were: Nadia Faucette, Chairwoman David Anderson – leftthehearing at3:44p.m. FredBeloin Deborah Dance Deidra Massey CALL TOORDER – CHAIRWOMAN FAUCETTE Chairwoman Faucette calledthehearing toorderat9:01a.m. Mr. John Pederson, Zoning Division Manager, reviewed thehearing procedures and announced thefollowing withdrawn orcontinued cases. LUP-48 MAUREEN INGALLS (Robert Earl Ingalls, Jr.,and Maureen Carole Ingalls, Trustees oftheIngalls Family Trust datedMarch 24, 2022, andany amendments thereto, owners) requesting aTemporary Land UsePermit for anaccessory dwelling unitinlandlot199ofthe20th district. Property is located onthesouthsideofAutumn Chase Court, eastofOldStilesboro Road 3762Autumn Chase Court). WITHDRAWN WITHOUT PREJUDICE Z-27 KNIGHT PARTNERS, LLC (Louise G. Howard Family Investments, LP, owner) requesting rezoning from R-20and TStoCRC foraconvenience foodstorewithself service fuelsales inlandlots754and759ofthe17 th district. Property islocated onthenorthwest corner ofSouth CobbDriveand RiverViewRoad (5322South CobbDrive, 2273RiverViewRoad, and2259 River View Road). (Previously continued byStafffromtheNovember 4, 2025, Planning Commission (PC) hearing until theFebruary 3,2026, PC hearing; therefore, wasnotconsidered atthishearing). Mr. Pederson madethefollowing announcement andthenreadinthecases fortheConsent Agenda. Allinformation regarding zoning cases mustbeturned into theZoning Office onthe Wednesday priortothezoning hearing forconsideration. Ifsaidinformation isturned in pastthedeadline, thenitisattheBoard’sdiscretion astowhether theinformation willbe considered. CONSENT AGENDA MOTION: Motion byMassey, second byAnderson, toapprove thefollowing casesonthe Consent Agenda, aspresented. Page 40 of 1313MINUTES OFZONING HEARING COBB COUNTY PLANNING COMMISSION DECEMBER 2,2025 PAGE 2 CONSENT AGENDA (CONT.) Z-33 ROMUSA PROPERTIES, LLC (Romusa Properties, LLC, owner) requesting rezoning fromR-20toRSL foraresidential seniorliving inland lot494ofthe19th district. Property islocated atthesouthwest intersection of WestSandtown RoadandMacland Road (2260and2845 WestSandtown Road). Torecommend approval ofZ-33totheRSLzoning district, subject to: 1. Revised SitePlanreceived bytheZoning Division onNovember 10, 2025 (onfileintheZoning Division), with District Commissioner approving minor modifications 2. Maximum density offiveunitsperacre 3. Novariance forimpervious surface 4. Final elevations tobeapproved byDistrict Commissioner 5. Planning Division comments andrecommendations 6. FireDepartment comments andrecommendations 7. Stormwater Management Division comments andrecommendations 8. Water andSewer Division comments andrecommendations 9. Department ofTransportation comments andrecommendations 10. Inclusion ontheConsent Agenda fortheBoard ofCommissioners’ Zoning Hearing onDecember 16, 2025 LUP-46 KAREN GOODEN (Edward J.Gooden andKaren L.Gooden, owners) requesting aTemporary Land UsePermit (Renewal) toallowahairsalon inlandlots622and637ofthe19th district. Property islocated attheterminus ofFoxcroft Court, eastofValley BrookDrive (1910Foxcroft Court). Torecommend approval ofLUP-46for24months, subject to: 1. Hours ofoperation shallbefrom10:00a.m.until 7:00p.m.,Monday, Thursday, andFriday only 2. Allparking tobeonahardened surface 3. Applicant tobetheonlyemployee; noindependent contractors 4. Staffcomments andrecommendations, nototherwise inconflict 5. Inclusion ontheConsent Agenda fortheBoard ofCommissioners’ Zoning Hearing onDecember 16, 2025 LUP-47 WEST COBB OFFICE INVESTORS, LLC (WestCobbOffice Investors, LLC, owner) requesting aTemporary Land UsePermit (Renewal) fora dance studio inlandlot241ofthe20th district. Property islocated onthewest sideofKennesaw DueWestRoad, south oftheconvergence ofKennesaw DueWestRoadandStilesboro Road (1483Kennesaw DueWestRoad). Page 41 of 1313MINUTES OFZONING HEARING COBB COUNTY PLANNING COMMISSION DECEMBER 2,2025 PAGE 3 CONSENT AGENDA (CONT.) LUP-47 WEST COBB OFFICE INVESTORS, LLC (CONT.) Torecommend approval ofLUP-47for24months, subject to: 1. Ifthedancestudio use isdiscontinued, then theLand UsePermit LUP) ceases 2. Planning Division comments andrecommendations 3. Department ofTransportation comments andrecommendations 4. Inclusion ontheConsent Agenda fortheBoard ofCommissioners’ Zoning Hearing onDecember 16, 2025 LUP-50 MARLENE GRAHAM (Marlene Graham andClenton Dayes, owners) requesting aTemporary Land UsePermit (Renewal) forapersonal care home inlandlot561ofthe16th district. Property islocated onthenorthside ofPiedmont Road, westofShaw Road (1371Piedmont Road). Torecommend approval ofLUP-50for24months, subject to: 1. SitePlanreceived bytheZoning Division onSeptember 22, 2025 (on fileintheZoning Division) 2. FireDepartment comments andrecommendations 3. Water andSewer Division comments andrecommendations 4. Stormwater Management Division comments andrecommendations 5. Department ofTransportation comments andrecommendations 6. Inclusion ontheConsent Agenda fortheBoard ofCommissioners’ Zoning Hearing onDecember 16, 2025 CONSENT VOTE: ADOPTED 5-0 REGULAR AGENDA Z-224 FLOURNOY DEVELOPMENT GROUP, LLC (CobbCounty, owner) requesting rezoning fromGCtoRRCformultifamily residential inlandlots 763and764ofthe17th district. Property islocated onthewestsideofAtlanta Road andontheeastsideofI-285, south oftheintersection ofI-285and Atlanta Road (4600Atlanta Road). (Previously continued byStafffromthe February 6,2024, through theNovember 4,2025, Planning Commission PC) hearings until theDecember 2,2025, PChearing). Thepublic hearing wasopened; KevinMoore, NatMilburn, SamLindley, andTravis McComb addressed thePlanning Commission. Following the presentation anddiscussion, thefollowing motion wasmade: MOTION: Motion byAnderson, second byMassey, toholdZ-224 untilthe February 3,2026, Planning Commission Zoning Hearing. VOTE: ADOPTED 5-0 Page 42 of 1313MINUTES OFZONING HEARING COBB COUNTY PLANNING COMMISSION DECEMBER 2,2025 PAGE 4 REGULAR AGENDA (CONT.) Chairwoman Faucette called forabriefrecess from10:31a.m. until10:44a.m. Z-26 SCOTT MOORE (C.E. R Williamson, Jr. andKellyWilliamson, owner) requesting rezoning fromNStoLRC forahairsaloninlandlot160ofthe 20th district. Property islocated onthesoutheast corner ofJimOwens Road andAcworth DueWestRoad (4205JimOwens Road). (Previously heldby thePlanning Commission (PC) fromtheNovember 4,2025, PC hearing untiltheDecember 2,2025, PChearing). Chairwoman Faucette announced thatMr. Beloin wasrecusing himself from thiscase. Thepublic hearing wasopened, andKevin Moore addressed the Planning Commission. Following thepresentation anddiscussion, the following motion wasmade: MOTION: Motion byFaucette, second byMassey, torecommend approval ofZ-26totheLRCzoning district, subject to: 1. Staffcomments andrecommendations 2. SitePlan Letter ofagreeable conditions fromKevin Moore dated December 1,2025 (onfileintheZoning Division) 3. Additional diagrams showing theinterior design presented byKevin Moore attoday’s (12-2-2025) Planning Commission hearing (onfile intheZoning Division) VOTE: ADOPTED 4-0,Beloin recused Clerk’sNote: Forstipulation #2,it istheletter ofagreeable conditions that isdated December 1,2025, rather thantheSitePlanasreadin. LUP-37 EDDY RAMOS (Ricardo Araujo andLilian DosReisNascimento, owners) requesting aTemporary Land UsePermit foroutside storage of construction vehicles andequipment andemployees on-siteinlandlots517 and564ofthe16th district. Property islocated atthewestern terminus of Stoneridge Drive andonthesouth sideofPiedmont Road. (1020Piedmont Rd). (Previously heldbythePlanning Commission (PC) fromtheOctober 7,2025, PChearing until theDecember 2,2025, PChearing). Thepublic hearing wasopened; EddyRamos andDennis Palmer addressed thePlanning Commission. Following thepresentation anddiscussion, the following motion wasmade: MOTION: Motion byDance, second byAnderson, torecommend approval ofLUP-37for12months, subject to: Page 43 of 1313MINUTES OFZONING HEARING COBB COUNTY PLANNING COMMISSION DECEMBER 2,2025 PAGE 5 REGULAR AGENDA (CONT.) LUP-37 EDDY RAMOS (CONT.) 1. Applicant tomeet every twomonths withStaff, specifically, Code Enforcement, Stormwater Management, andCommunity Development, towork onthedevelopment oftheplans andforStaff toreport backtothePlanning Commission periodically regarding theprogress 2. Within thefirst month, Applicant toclean uptheproperty by removing alltrash anddebris, anything thatisnotrelated tothe structure ofthehome ortheproject 3. Novehicles areallowed on-site; Applicant toremove allvehicles from thesitethatarenotthere properly VOTE: ADOPTED 4-0,Beloin abstained LUP-38 JOSE CHAVEZ (JoseS. Chavez, owner) requesting aTemporary Land UsePermit toallow moreadults andvehicles thanthecodeallows inland lot127ofthe17th district. Property islocated onthesouth sideofOld Carriage Drive, eastofShayDrive (2871OldCarriage Drive). (Previously heldbythePlanning Commission (PC) fromtheOctober 7,2025, PC hearing untiltheDecember 2,2025, PChearing). Thepublic hearing wasopened, and JoseChavez addressed thePlanning Commission. Following thepresentation anddiscussion, thefollowing motion wasmade: MOTION: Motion byMassey, second byBeloin, torecommend approval ofLUP-37LUP-38for12months, subject to: 1. Approval foroneadditional unrelated adult 2. Inclusion ontheConsent Agenda fortheBoard ofCommissioners’ Zoning Hearing onDecember 16, 2025 VOTE: ADOPTED 5-0 Clerk’sNote: Themotion wasforLUP-38rather thanLUP-37asreadin. LUP-42 JOSE SANTOS MAJANO (Jose Santos Majano andMaria Mercedes Romero, owners) requesting aTemporary Land UsePermit toallowmore vehicles thanthecodeallows inlandlot557ofthe19th district. Property is located onthesouthwest sideofWoodleigh Roadandonthenortheast side ofCalloway Road, westofAustell Road (1270Woodleigh Road). Thepublic hearing wasopened, andMali Majano addressed thePlanning Commission. Following thepresentation anddiscussion, thefollowing motion wasmade: Page 44 of 1313MINUTES OFZONING HEARING COBB COUNTY PLANNING COMMISSION DECEMBER 2,2025 PAGE 6 REGULAR AGENDA (CONT.) LUP-42 JOSE SANTOS MAJANO (CONT.) MOTION: Motion byMassey, second byDance, to recommend denial of LUP-42, subject to: 1. Approval forthree vehicles with60daysfortheApplicant toremove theadditional vehicles fromtheproperty VOTE: ADOPTED 5-0 Chairwoman Faucette called foralunch recess at12:03p.m. Thehearing reconvened at 1:06p.m. LUP-44 MAUDELIA L.ALVAREZ (Maudelia L.Alvarez Rodas, owner) requesting aTemporary Land UsePermit toallow more people and vehicles thanthecodeallows inlandlot710ofthe19th district. Property is located onthesoutheast corner ofPairRoadandHickory RidgeCourt (1919 PairRoad). Thepublichearing wasopened; Maudelia Alvarez andNathan Escobar (son translating fortheApplicant) addressed thePlanning Commission. Following thepresentation anddiscussion, thefollowing motion wasmade: MOTION: Motion byMassey, second byAnderson, torecommend denial ofLUP-44, subject to: 1. Approval forfive vehicles with60daysfortheApplicant toremove twovehicles (includes thetrailer) fromtheproperty VOTE: ADOPTED 5-0 Z-30 OSCAR ESCARCEGA (Oscar Escarcega, owner) requesting rezoning from R-20toR-15foralotsplitinlandlot1136ofthe16th district. Property is located onthenortheast sideofWildwood Road, north ofDewberry Trail 1638Wildwood Road). Thepublic hearing wasopened, andOscar Escarcega addressed thePlanning Commission. Following thepresentation anddiscussion, thefollowing motion wasmade: MOTION: Motion byAnderson, second byMassey, torecommend approval ofZ-30totheR-15, subject to: 1. IfaLandDisturbance Permit (LDP) isnotpulled onthenewlot within 18months, thentheproperty willrevert backtoitsR-20status Page 45 of 1313MINUTES OFZONING HEARING COBB COUNTY PLANNING COMMISSION DECEMBER 2,2025 PAGE 7 REGULAR AGENDA (CONT.) Z-30 OSCAR ESCARCEGA (CONT.) Prior tothevote, discussion ensued; Mr. Anderson withdrew hisprevious motion andmadethefollowing newmotion forZ-30: MOTION: Motion byAnderson, second byMassey, todelete Z-30tothe R-20zoning district, subject to: 1. Allow avariance onthenewlotsizesasshown ontheSitePlan 2. SitePlanreceived bytheZoning Division onOctober 2,2025 (onfile intheZoning Division) 3. Inclusion ontheConsent Agenda fortheBoard ofCommissioners’ Zoning Hearing onDecember 16, 2025 VOTE: ADOPTED 5-0 Z-32 LENNAR GEORGIA, LLC (Nonprofit Building andAssets, Inc., owner) requesting rezoning from R-20toRM-8foratownhome community inland lots229and230ofthe17th district. Property islocated ontheeastsideof OliveSprings Road, acrossfromGladstone Drive (2237OliveSprings Road). Thepublic hearing wasopened; Kevin Moore, Travis McComb, JeanYoung, Rhonda Ledbetter, Karen Campbell, andJames Young addressed the Planning Commission. Following thepresentation anddiscussion, the following motion wasmade: MOTION: Motion byAnderson, second byBeloin, tohold Z-32 untilthe February 3,2026, Planning Commission Zoning Hearing. Prior tothevote, discussion ensued; Mr. Anderson withdrew hisprevious motion andmadethefollowing newmotion forZ-32: MOTION: Motion byAnderson, second byBeloin, torecommend denial of Z-32. VOTE: ADOPTED 5-0 LUP-49 DAYRIS ANDUJAR (Dayris J.Andujar Tolentino andDominga Talentino Castillo, owners) requesting aTemporary Land UsePermit toallowmore people andvehicles thanthecodeallows inlandlot156ofthe16th district. Property islocated onthenorthwest sideofHighland Terrace, westofCanton Road (883Highland Terrace). Thepublic hearing wasopened, andDayris Andujar addressed thePlanning Commission. Following thepresentation anddiscussion, thefollowing motion wasmade: Page 46 of 1313MINUTES OFZONING HEARING COBB COUNTY PLANNING COMMISSION DECEMBER 2,2025 PAGE 8 REGULAR AGENDA (CONT.) LUP-49 DAYRIS ANDUJAR (CONT.) MOTION: Motion byDance, second byMassey, torecommend approval ofLUP-49, subject to: 1. Applicant toclean outthegarage toparkvehicles 2. Approval forthree vehicles forfourmonths 3. Approval forthree related adults forninemonths VOTE: ADOPTED 5-0 SLUP-6 TATIANA MARK (Steven Mark, asTrustee oftheTatiana MarkTrust, owner) requesting aSpecial Land UsePermit foranoncommercial clubin landlots339and340ofthe19th district. Property islocated offaprivate easement ontheeastsideofJohnWardRoad, northofWilshire Drive (1651 JohnWard Road). Thepublic hearing wasopened; Tatiana Mark, NickPortolese, Robin Beatty, andAmanda O’Neil addressed thePlanning Commission. Following the presentation anddiscussion, thefollowing motion wasmade: MOTION: Motion byBeloin, second byAnderson, torecommend denial of SLUP-6. VOTE: ADOPTED 4-1,Dance opposed Chairwoman Faucette called forabriefrecess from3:36p.m. until3:44p.m.,and Mr. Anderson leftthehearing. SLUP-7 MT. BETHEL CHRISTIAN ACADEMY, INC. (Mt. Bethel Christian Academy, Inc. andDodgen Farms, LLC, owner) requesting aSpecial Land UsePermit forexpansion ofaprivate school inlandlots599, 600, 625, and 626ofthe16th district. Property islocated atthenorthwest intersection of PostOakTrittRoad andHollySprings Road (2509PostOakTrittRoad and 2605Holly Springs Road). Thepublic hearing wasopened; Kevin Moore, NeilDougherty, Marshall Brown, Heather Tolley-Bauer, Richard Grome, andRobin Washington addressed thePlanning Commission. Following thepresentation and discussion, thefollowing motion wasmade: MOTION: Motion byDance, second byMassey, torecommend approval of SLUP-7 forthepurpose ofadding the9.75acreaddition tothe33.255 acrespreviously referenced ontheMaster SitePlanandapproved byactions oftheBoard ofCommissioners andapprove construction oftheaccess road fromHolly Springs Roadtothemaincampus, subject to: Page 47 of 1313MINUTES OFZONING HEARING COBB COUNTY PLANNING COMMISSION DECEMBER 2,2025 PAGE 9 REGULAR AGENDA (CONT.) SLUP-7 MT. BETHEL CHRISTIAN ACADEMY, INC. (CONT.) 1. Letter ofagreeable conditions fromKevin Moore dated November 24, 2025 (onfileintheZoning Division) 2. AllDepartment ofTransportation analysis tobecompleted priorto thenextBoard ofCommissioners’ Zoning Hearing onDecember 16, 2025 3. Norecommendation shall bemade astotheconsideration of increasing themaximum enrollment to1,100students VOTE: ADOPTED 4-0,Anderson notpresent OTHER BUSINESS O.B.1 Toadoptaresolution which establishes thedates, time, andplace ofthe Planning Commission Zoning Hearings forthe2026calendar year. ThePlanning Commission Zoning Hearings forthe2026 calendar yearshall beheldinthePublic Meeting Room onthesecond floor oftheDavid Hankerson Building, 100Cherokee Street, Marietta, Georgia, onthe1st Tuesday ofeachmonth at9:00a.m.,with theexception ofthemonth of January, when nohearing will beheld. ThePlanning Commission Zoning Hearing datesfor2026areasfollows: January (nohearing) May5 September 1 February 3 June2 October 6 March 3 July7 November 3 April7 August 4 December 1 MOTION: Motion byMassey, second byDance, toadoptaresolution which establishes thedates, time, andplaceofthePlanning Commission Zoning Hearings forthe2026 calendar year (attached andmade apartofthese minutes). VOTE: ADOPTED 4-0,Anderson notpresent APPROVAL OFMINUTES MOTION: Motion byMassey, second byDance, toapprove thefollowing minutes, as submitted: November 4,2025 – Planning Commission Zoning Hearing November 24, 2025 – Special Called Meeting/Agenda Review Work Session VOTE: ADOPTED 4-0,Anderson notpresent Page 48 of 1313MINUTES OF ZONING HEARING COBB COUNTY PLANNING COMMISSION DECEMBER 2, 2025 PAGE 10 ADJOURNMENT The earing adjourned at 4: 54 p.m. cfa _ Robin L. Stone, Deputy County Clerk Cobb County Planning Commission Page 49 of 1313 COBB COUNTY PLANNING COMMISSION RESOLUTION FOR ESTABLISHMENT OF DATES, TIME, AND PLACE OF PC ZONING HEARINGS FOR 2026 BE IT RESOLVED, the Cobb County Planning Commission, in accordance with guidelines set forth in the Cobb County Zoning Ordinance, does hereby designate the following dates, time, and place of its Zoning Hearings for the calendar year 2026: 1s` Tuesday of each month at 9:00 a.m., with the exception of the month of January, when no hearing will be held. BE IT FURTHER RESOLVED, the meeting place for the Zoning Hearings shall be in the Public Meeting Room on the second floor of the David Hankerson Building, 100 Cherokee Street, Marietta, Georgia. BE IT FURTHER RESOLVED, the County Clerk, or her designee, is hereby directed to publish this Resolution in the newspaper in which the Sheriffs advertisements are published, once a week for two ( 2) weeks during the thirty ( 30) day period immediately following its passage and is further directed to post and maintain a copy of this Resolution on the County' s official bulletin board located on the second floor of the David Hankerson Building, 100 Cherokee Street, Marietta, Georgia. So adopted this 2nd day of December 2025. Robin L. Stone Deputy County Clerk Cobb County Planning Commission PC ZONING HEARING DATES FOR 2026 5 September 1 January( no hearing) May February 3 June 2 October 6 March 3 July 7 November 3 April 7 August 4 December 1 Page 50 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  Z‐27‐2025   SITE BACKGROUND  Applicant       Knight Partners, LLC  Phone       404‐242‐1852  Email     jaredrayman@gmail.com, shaazthobani@gmail.com  Representative Contact   J. Kevin Moore  Phone       770‐429‐1499  Email     jkm@mijs.com  Titleholder       Louise G. Howard Family Investments, LP  Property Location   Located on the northwest corner of South Cobb Drive and River  View Road  Address  5322 South Cobb Drive, 2273 River View Road, 2259 River View  Road  Access to Property     South Cobb Drive  QUICK FACTS  Commission District    4 ‐ Sheffield  Current Zoning     R‐20, TS  Current Use of Property  Vacant commercial, undeveloped  Proposed Zoning   CRC  Proposed Use     Convenience food store with self‐service fuel sales  Future Land Use     CAC  Site Acreage      1.54  District       17  Land Lot       754, 759  Parcel #       17075400040, 17075900150, 17075900160  Taxes Paid       Yes    FINAL ZONING STAFF RECOMMENDATIONS  Click here to enter text.  Page 51 of 1313 Z-27 2025 Map RM-12 760 N IO R A K M L A W R RM-8 KERSHAWD CT I 285 P TS AM 5 R 28 I LI South COBB DR 754 GC TS 759 R-20 RD ER AN M RM-8 R-20 RD LI W IE V R E IV R RM-8 R-20 LANDSMERE DR R CI D RM-8 OO W LM AL E AN IS P L This map is provided for display and 0 120 240 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 52 of 1313Page 53 of 1313Page 54 of 1313Page 55 of 1313Page 56 of 1313Page 57 of 1313Page 58 of 1313Page 59 of 1313Page 60 of 1313Page 61 of 1313Page 62 of 1313Page 63 of 1313Page 64 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  Z‐27‐2025   SITE BACKGROUND  Applicant       Knight Partners, LLC  Phone       404‐242‐1852  Email     jaredrayman@gmail.com, shaazthobani@gmail.com  Representative Contact   J. Kevin Moore  Phone       770‐429‐1499  Email     jkm@mijs.com  Titleholder       Louise G. Howard Family Investments, LP  Property Location   Located on the northwest corner of South Cobb Drive and River  View Road  Address  5322 South Cobb Drive, 2273 River View Road, 2259 River View  Road  Access to Property     South Cobb Drive  QUICK FACTS  Commission District    4 ‐ Sheffield  Current Zoning     R‐20, TS  Current Use of Property  Vacant commercial, undeveloped  Proposed Zoning   CRC  Proposed Use     Convenience food store with self‐service fuel sales  Future Land Use     CAC  Site Acreage      1.54  District       17  Land Lot       754, 759  Parcel #       17075400040, 17075900150, 17075900160  Taxes Paid       Yes  FINAL ZONING STAFF RECOMMENDATIONS  (Zoning Staff member: Cameron Jones, CNU‐A)  Based on the analysis of this case, Staff recommends DELETION TO NRC, subject to the  following;    Page 65 of 1313Z‐27‐2025  DEPARTMENT COMMENTS – Zoning Division      1. Site plan received by the Zoning Division dated September 4, 2025; with District  Commissioner approving the final site plan;    2. No variances to zoning code;   3. Fire Department comments and recommendations;  4. Stormwater Management comments and recommendations;  5. Department of Transportation comments and recommendations; and  6. Water and Sewer comments and recommendations.     Page 66 of 1313Z‐27‐2025  DEPARTMENT COMMENTS – Zoning Division      Page 67 of 1313Z‐27‐2025  DEPARTMENT COMMENTS – Zoning Division      Page 68 of 1313 Z‐27‐2025  DEPARTMENT COMMENTS – Zoning Division        North  Zoning: TS, LI / Self‐Storage Facility, Truck Rental Facility   CAC Future Land Use:          WEST    EAST  Zoning: GC   /  Zoning: LI,  Motel    RM‐8 / Office  Building,      Townhome  Complex  Future Land    Use: CAC      Future Land    Use: CAC,  MDR                SOUTH    Zoning: R‐20 / Single‐Family Homes  Future Land Use: CAC  Page 69 of 1313 Z‐27‐2025  DEPARTMENT COMMENTS – Zoning Division      Current zoning district for the property    The TS district is established to provide locations for commercial and service uses which are  oriented toward automotive businesses and interstate and state highway travelers. The board  of commissioners has determined that TS zoning will only be allowed on properties designated  as community activity centers, regional activity centers, industrial compatible and heavy  industrial as identified in the Cobb County Comprehensive Plan: A Policy Guide, adopted  November 27, 1990. See subsection (11) of this section, pertaining to use limitations, for those  uses no longer appropriate.    The R‐20 district is established to provide locations for single‐family residential uses or  residentially compatible institutional and recreational uses which are within or on the edge of  properties delineated for any residential category as defined and shown on the Cobb County  Comprehensive Plan: A Policy Guide, adopted November 27, 1990. When residentially  compatible institutional and recreational uses are developed within the R‐20 district, they  should be designed and built to ensure intensity and density compatibility with adjacent single‐ family detached dwellings and otherwise to implement the stated purpose and intent of this  chapter.    Requested zoning district for the property    The CRC district is established to provide locations for retail commercial and service uses which  are designed and oriented to serve several neighborhoods making up a community. Projects  developed within the CRC district should be done so as compact unified centers. CRC districts  should be located on properties which are delineated within a community activity center and  regional activity center as defined and shown on the Cobb County Comprehensive Plan: A Policy  Guide, adopted November 27, 1990. Additionally, the desired quadrant location will provide for  planned developments and one‐destination shopping and service locations to serve the  community, and will minimize traffic congestion.    Summary of the applicant’s proposal    The applicant is requesting to rezone to the CRC community retail commercial zoning district to  develop a convenience store with self‐service fuel sales on 1.54‐acre lot. The proposed  structure will provide 1,500 square feet of food tenant space within the 5,195 square foot  convenience store. The proposed hours of operation are Monday through Sunday, 24 hours per  day. There will also be an accessory car wash on the property that is 984 square feet.                 Page 70 of 1313 Z‐27‐2025  DEPARTMENT COMMENTS – Zoning Division      Non‐residential criteria    Proposed # of buildings: 2  Proposed # of stories: 1  Total sq. footage of development: 6,179  Floor area ratio: 0.09  Square footage per acre: 4,002  Required parking spaces: Minimum of 5 spaces, 1 space per employee  Proposed parking spaces: 30  Acres in floodplain or wetlands: 0  Impervious surface shown: 67.94%    Are there any zoning variances?    Yes;  1. Reduce the front setback from required 40 feet to 31 feet; and    2. Allow for an accessory structure (proposed 984 square foot carwash) to be located on  the side of the principal building.    Are there any environmental conditions existing or proposed on the site?     None Identified                             Page 71 of 1313Z-27-2025 DEPARTMENT COMMENTS – Fire Department 09/17/25 The proposed zoning case must address the comments listed below by prescriptive code or equivalency, as approved by the Cobb County Fire Marshal’s Office FIRE DEPARTMENT ACCESS: All access roads shall meet the American Association of State and Highway Transportation Officials (AASHTO) design manual live load standard HS20 (75,000 lbs.) with an unobstructed width of not less than 20 feet, 35 foot inside radius, 50 foot outside turning radius and unobstructed vertical clearance of not less than 13 feet 6 inches. (Cobb County Development Standards 402.11) Maximum slope of the access road in reference to the apparatus is 10% Front to Back and 5% Side to Side. Maximum grade of roadways leading to Fire Access roads refer to the Cobb County Development Standard Section 400: 14% for Non-Residential. Maximum angle of departure is 8.5%. Show all egress doors and provide a clear flat (10-foot minimum) access to all perimeter parts of the structure (CCDS 107.7) Identify what surface type is provided to egress from the structure to the public way from each exit discharge door of the building(s). CERTIFICATE OF OCCUPANCY: Plans must be submitted to the Cobb County Fire Marshal’s Office to initiate the Certificate of Occupancy process. Jeff Byrd (770) 528-8814 Jeffrey.Byrd@cobbcounty.org Page 72 of 1313Z-27-2025 DEPARTMENT COMMENTS – Cemetery Preservation No comment Page 73 of 1313Z-27-2025 DEPARTMENT COMMENTS – School System 11/4/2025 Approval of this petition will not have an impact on the enrollment of schools. Page 74 of 1313Z-27-2025 DEPARTMENT COMMENTS – Stormwater Management 9/26/2025 Site Data 1. Address: 5322 South Cobb Drive, 2259 & 2273 Riverview Road 2. District: 4 3. Existing Zoning: R-20, TS Existing Allowable Impervious Coverage: 35%, 70% 4. Proposed Zoning: CRC Allowable Future Impervious Coverage: 70% 5. Future Land Use: CAC Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: No. Stormwater Information 1. Drainage Basin: Unnamed tributary to the Chattahoochee River. 2. State Stream Buffers: No. 3. County Stream Buffer Ordinance: No. 4. Impaired Stream: No. 5. Hotspot: Yes: Due to the proposed use of site; portions of the proposed site will be considered a “Hotspot” requiring an oil/water separator to capture potential stormwater contaminates prior to entering the stormwater management facility. 6. Wetlands: No 7. Water Intake Zone: No. 8. Chattahoochee River MRPA/ARC Corridor: No. 9. Existing Onsite Ponds / Lake: No. Topography Information 1. General site Description: This assemblage of three properties is in the south quadrant of the I-285 – South Cobb Drive interchange. Drainage from the properties leaves the site primarily near the southeastern corner of the site. The most southwestern corner of the site currently discharges to Riverview Road via a flume. 2. Downstream Description: Stormwater discharges through a pipe system under River View Rd into an existing, established residential neighborhood, then into another pipe system which crosses South Cobb Drive to continue downstream along Maner Road. 3. Potential or known drainage problems may exist downstream from this site. Page 75 of 1313 Z-27-2025 DEPARTMENT COMMENTS – Stormwater Management (continued) Project Design Comments and Recommendations The following comments and recommendations are typically required at the time of plan review and permitting. Proposed Project Onsite Design Requirements 1. At the time of plan review provide a comprehensive Hydrology Study and Design for the Stormwater Management Design will be required. The design and study shall be in accordance with the Georgia Stormwater Management Manual and the current Cobb County Codes. The design and study shall include but not limited to stormwater detention, runoff reduction and/or water quality, channel protection, and downstream flood prevention. 2. Project Engineer must evaluate the impact of increased volume of runoff generated by the proposed project on existing downstream drainage system(s). Including hydrologic routing of upstream and/or downstream pipe systems and/or detention ponds. 3. At the time of plan review calculate and provide the percentage of impervious coverage for the project site on the plans. 4. Recommend a pre-design concept meeting with Cobb County Stormwater Management Division. At the time of the Concept Meeting a proposed concept stormwater management plan shall be presented. 5. The proposed onsite storm drain system and stormwater management facility is considered private. All annual inspections, maintenance and repairs are the responsibility of the property owner. A stormwater facility “Maintenance Agreement and Access Easement” will be required at the time of the land disturbance permit with the Cobb County Stormwater Management Division. 6. Stormwater discharges must be controlled not to exceed the existing capacity of the downstream storm drainage system including pipe systems, drainage swales and roadside ditches. 7. Developer must secure drainage easement(s) to receive concentrated discharges where none naturally exist downstream. 8. Any spring activity discovered must be addressed by a qualified registered geotechnical professional engineer (PE) at the expense of the owner/developer. 9. Structural fill must be placed under the direction of a qualified registered geotechnical Page 76 of 1313 Z-27-2025 DEPARTMENT COMMENTS – Stormwater Management (continued) engineer (PE) at the expense of the owner/developer. Special Conditions 1. The dumpster pad on this site, must be connected to sanitary sewer or an infiltration system must be provided to capture the dumpster pad runoff. 2. Because the proposed facility is considered a “hot-spot” for stormwater runoff contamination, pre-treatment of stormwater runoff from the fuel dispenser and tank storage locations must be captured for pre-treatment in an oil/grit separator unit, prior to entering the proposed underground detention system. 3. A high point in Riverview Road exists near the most southwestern corner of the properties. To avoid stormwater bypass from the site, a trench drain or other similar grading and/or stormwater conveyance be provided to capture runoff from the site and not allow bypass runoff into Riverview Road. 4. An existing flume at the southwest corner of the property allows runoff from the existing site to enter Riverview Road. The onsite grading, curb & gutter and drainage system mentioned in Item #3 above will eliminate the need for this flume so the flume should be demolished and the area regraded and stabilized in the final condition. 5. The proposed car wash on-site must discharge its waste water to the sanitary sewer system and not to the storm drain system. Page 77 of 1313 Z-27-2025 DEPARTMENT COMMENTS – Planning Division 9/26/2025 Comprehensive Plan Future Land Use Designation: Community Activity Center The subject tract is within the Community Activity Center (CAC). Community Activity Centers provides for areas that can meet the immediate needs of several neighborhoods or communities. Typical land uses for these areas include low- to mid-rise office buildings and department stores. Future Land Use Sub-Category? N/A Consistent Inconsistent House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If yes, which City: Smyrna Was the city notified? Yes Specific Area Policy Guidelines: Yes No Policy: CAC-P16: In recognition of the existing zoning and future uses along River View Road and in an effort to protect surrounding, established subdivisions and environmentally sensitive properties, the Board of Commissioners has established a CAC along River View Road, west of South Cobb Drive, in Land Lots 754 and 759. The Board of Commissioners will only consider uses permitted within the LRO zoning district. Masterplan/ Corridor Study: Yes No Name of Masterplan/Corridor Study: N/A Design guidelines area? Yes No If yes, design guidelines area? N/A Does the proposal plan comply with the design requirements? N/A Is the property within an Opportunity Zone? Yes No If yes, Opportunity Zone? N/A (The Opportunity Zone is an incentive that provides $3,500 tax credit per job in eligible areas if two or more jobs are being created. This incentive is for new or existing businesses) Is the property within an Enterprise Zone? Yes No If yes, Enterprise Zone? N/A (The Enterprise Zone is an incentive that provides tax abatements and other economic incentives for qualifying businesses locating or expanding within designated areas for new jobs and capital investment) Is the property eligible for the Façade Improvement Yes No Program? Page 78 of 1313 Z-27-2022 DEPARTMENT COMMENTS – Planning Division (continued) (The Façade Improvement Program is an incentive for owners and tenants to enhance the appearance of buildings. The CDBG program provides the funding. Properties must be either on the current inventory of redevelopment sites or in a corridor study area and be in a census tract with at least 51% low and moderate income. The program serves to improve the economic viability of these areas.) Is the property eligible for incentives through the Yes No Commercial and Industrial Property Rehabilitation Program? (The Commercial and Industrial Property Rehabilitation Program Is an incentive that provides a reduction in ad valorem property taxes for qualifying redevelopment in eligible areas) Note: For more information on incentives, please call the Community Development Agency- Economic Development Division at 770-528-2018 or find information online at www.cobbcounty.org/econdev. Special District: Is this property within the Cumberland Special Yes No District #1 (hotel/motel fee)? Is this property within the Cumberland Special Yes No District #2 (ad valorem tax)? Is this property within the Six Flags Special Service District? Yes No Dobbins Air Reserve Base Zones: Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Historic Preservation: After consulting various county historic resources surveys, historic maps, archaeology surveys and Civil War trench location maps, staff finds that no known significant historic resources appear to be affected by this application. Page 79 of 1313 Z‐27‐2025  DEPARTMENT COMMENTS – Water and Sewer    9/23/25       Water comments:   At development:            YES            NO      Fire flow test required:           YES            NO      Size/location of existing water main(s):   12” on South Cobb Dr and River View Rd  Additional water comments:      Sewer comments:  In the drainage basin:          YES            NO      At development:           YES            NO      Approx. distance to nearest sewer:  River View Rd ROW  Estimated waste generation (in G.P.D.):  Average daily = 520             Peak flow = 1,300  Treatment plant:    South Cobb WRF  Plant capacity:            Yes            NO      Projected plant availability:        0‐5 years    5‐10 years     over 10 years  Off‐site easement required:        YES*          NO      *If  off‐site  easements  are  required,  the  developer/owner  must  submit  easements  to  Line capacity study required:        YES            NO      CCWS for review and approval as to form and  stipulations  prior  to  the  execution  of  Letter of allocation issued:        YES            NO      easements  by  the  property  owners.  All  easement acquisitions are the responsibility of  Septic tank recommended by this department:   YES            NO      the developer/owner.  Subject to Health Department approval:      YES            NO      Additional sewer comments:         Note: These comments only reflect what facilities were in existence at the time of this review. Developer may be required to install/upgrade  water mains based on fire flow test results or Fire Department code. This will be addressed in the Plan Review process. The developer/owner  will be responsible for connecting to the existing county water and sewer systems, installing and/or upgrading all outfalls & water mains,  obtaining onsite and/or offsite easements, and dedication of onsite and/or offsite water and sewer to Cobb County as may be required.  Rezoning does not guarantee water/sewer availability or capacity unless so stated in writing by the Cobb County Water System.    Page 80 of 1313 Z-27-2025 DEPARTMENT COMMENTS - DOT Roadway Speed limit Jurisdictional Min. R.O.W. Roadway classification (MPH) control requirements South Cobb Drive (SR 280) Arterial 45 Georgia DOT 100’ River View Road Major Collector 35 Cobb County 80’ Average daily Level of Roadway Location trips (vpd) service South Cobb Drive (SR 280) South of Elmwood Circle 18,900 C River View Road NA N/A N/A vpd = vehicles per day, NA = Not available Based on 2024 AADT counting data taken by GDOT, as published on their website, for South Cobb Drive (SR 280). Planning Level of Service based on available Average Daily Trips using GRTA guideline thresholds. Classification thresholds for LOS A and LOS B are not available for major collector or arterial roads from this data source. LOS C or D is acceptable based on GDOT Design Policy Manual criteria. ITE Expected AM PM Land Description Size (Fuel In Out Total In Out Total Daily (vpd) Use Positions*) (vph) (vph) (vph) (vph) (vph) (vph) Convenience 945 Store/Gas 16 95 95 433 80 80 364 4,114 Station vph = vehicles per hour *Fuel positions is the maximum number of vehicles that can be fueled simultaneously. Development gross trip generation based on available development size and rates from the Institute of Transportation Engineers (ITE) Trip Generation, 11th edition. Comments and observations South Cobb Drive is classified as an arterial roadway and according to the available information the existing right-of-way does meet the minimum requirements for this classification. River View Road is classified as a major collector roadway and according to the available information the existing right-of-way does not meet the minimum requirements for this classification. In accordance with Cobb County Code 134-121 and based on site plan dated September 4, 2025, this development does require a traffic impact study submittal. A traffic Submittal 1 (dated August 18, 2025) was received for this proposed development. The applicant team was approved to continue to the full Submittal 2 traffic study in a meeting with Cobb DOT on August 28, 2025. However, discussion was held in the August 28th meeting concerning potential mitigation for the site driveway spacing. The Submittal 2 should address a mitigation strategy, including using the most recent site plan that incorporates the recommended mitigation. Cobb DOT recommendations may be revised after the Submittal 2 study’s receipt. The applicant property is adjacent to a planned GDOT project, I-285 West Side Express Lanes. Page 81 of 1313Z-27-2025 DEPARTMENT COMMENTS - DOT (continued) Recommendations THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend a traffic study pursuant to Code Section 134-121(b)(8). The traffic study should include existing and base year (full build out year) Build and No Build analysis; and horizon year (base year + 10 years) Build and No Build analysis. Cobb DOT recommendations may be revised after the study’s receipt. 2. Recommend applicant, WITHIN 12 MONTHS OF ZONING APPROVAL, donate right-of-way on the north side of River View Road, a minimum of 40’ from the roadway centerline, in accordance with Cobb County Development Standard 401.2, Right-of-Way. 3. Installing curb, gutter, and sidewalk along the South Cobb Drive and River View Road frontages. This recommendation is pursuant to Cobb County Development Standard 401.15, Curbs and Gutters (including subsections), Cobb County Development Standard 404 Sidewalks and Pathways, Cobb County Development Standard 405 Accessibility Requirements, and Cobb County Development Standard Detail 106, Concrete Curbs, Medians. 4. Recommend closing and removing driveway aprons along the South Cobb Drive and River View Road frontage that the development renders unnecessary. 5. Recommend GDOT permits for all work that encroaches upon State right-of-way. 6. Recommend applicant coordinate with Cobb DOT and GDOT prior to development plan approval to ensure compatibility with the proposed I-285 West Side Express Lanes project. 7. Recommend existing South Cobb Drive raised median be extended as necessary to prohibit left turns at the South Cobb Drive access point. Recommend median design be determined during plan review, subject to GDOT and Cobb DOT approval. 8. Recommend coordination with GDOT on South Cobb Drive access point design, principally addressing throat length and deceleration lane design requirements. A conceptual deceleration lane is shown on the site plan received September 4, 2025. Recommend final location and design be determined during plan review, subject to GDOT and Cobb County DOT approvals. Page 82 of 1313Z-27-2025 DEPARTMENT COMMENTS - DOT (continued) 9. Recommend the access on River View Road be a minimum of 250’ straight-line distance as measure from the signalized intersection curb return to the driveway curb return or be restricted to mitigation measures as approved by Cobb DOT. The typical mitigation measure is restricting the driveway to right-in right-out operations. Driveways with turn restrictions should include design elements such as, but not limited to, raised concrete guidance islands, geometric design and/or centerline raised median. Recommend final location and design be determined during plan review, subject to Cobb County DOT approval. 10. Recommend consideration of interparcel access to access Maner Road as part of site plan revisions to address turn restrictions. 11. Recommend River View Road access include a deceleration (right turn) lane to address safety because River View Road is a major collector roadway. This recommendation is pursuant to. Cobb County Development Standard 402.9, Deceleration Lanes/Roadway Improvements Along Existing Streets, and Cobb County Development Standard Detail 401A, Deceleration Lanes. A conceptual deceleration lane is shown on the site plan received September 4, 2025. Recommend location and design be determined during plan review, subject to GDOT and Cobb DOT approval. 12. Recommend extending River View Road driveway uninterrupted access to a minimum of 50’ from the edge of right-of-way per Development Standard 402.8. 13. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 83 of 1313 DEPARTMENT COMMENTS – CCDOT 9/19/2025 Proposed Convenience Store/Gas Station Development Z-27-2025 5322 South Cobb Drive Traffic Study - Submittal 1 A traffic Submittal 1 (dated August 18, 2025) was received for this proposed development and a meeting was held with the development traffic team on August 28, 2025. As mentioned in the August 28th meeting, a full traffic study (Submittal 2) will be required. Comments below are based on the August 18th Submittal 1 and the August 28th meeting. The applicant was approved to continue to the full Submittal 2 traffic study in the August 28th meeting. However, discussion was held in the August 28th meeting concerning the potential mitigation for the site driveway spacing. The Submittal 2 should address a mitigation strategy and should use a revised site plan that incorporates the recommended mitigation. Comments and observations: 1. Existing traffic signal timing should be used in the Submittal 2 analysis for the signalized study intersection. 2. The Submittal 2 traffic study should include SimTraffic analysis of any driveway spacing mitigation except for restriction to right-in/right-out operation. 3. To address any spacing mitigations, add the following intersection to the analysis. This addition was discussed and agreed to at the August 28th meeting as part of the approval to proceed to the Submittal 2 analysis. a. River View Road at Maner Road (adjacent to site) 4. Synchro analysis files should be included with the Submittal 2 final report submission to Cobb DOT. All intersections (signalized and unsignalized) should be included in Synchro file for SimTraffic review. 5. Recommend any future analysis in the Submittal 2 ensure compatibility with the proposed I-285 West Side Express Lanes project. Site plan comments and recommendations 6. Recommend existing South Cobb Drive raised median be extended as necessary to prohibit left turns at the South Cobb Drive access point. This recommendation may cause minor revisions for the future build analysis, including the South Cobb Drive driveway changing to a 90-degree connection. Page 84 of 1313 DEPARTMENT COMMENTS – CCDOT 9/19/2025 (continued) Z-27-2025 Submittal 1 7. Recommend the access on River View Road be a minimum of 250’ straight-line distance as measure from the signalized intersection curb return to the driveway curb return or be restricted to mitigation measures as approved by Cobb DOT. a. The typical mitigation measure is restricting the driveway to right-in right-out operations. b. Recommend consideration of interparcel access to access the adjacent Maner Road as part of site plan revisions to address turn restrictions. c. Any mitigation revisions should retain the River View Road deceleration lane. Page 85 of 1313Z‐27‐2025  DEPARTMENT COMMENTS – Zoning Division      STAFF ANALYSIS  Per section 134‐122 of the Official Code of Cobb County, below is a written zoning analysis  relating to the following (question in bold; the answer is not bold):    A. Whether the zoning proposal will permit a use that is suitable in view of the use and  development of adjacent and nearby property;   It is Staff’s opinion that the applicant’s rezoning proposal will permit a use that is  suitable in view of the use and development of adjacent and nearby properties, if  deleted to NRC. The area has a mix of commercial, industrial, single‐family, and  multifamily residential development.           B. Whether the zoning proposal will adversely affect the existing use or usability of  adjacent or nearby property;   It is Staff’s opinion that the applicant’s rezoning request would not have an effect on  the usability of the adjacent or nearby properties. Commercial uses have served the  community for decades.           C. Whether the zoning proposal will result in a use which will or could cause an  excessive burdensome use of existing streets, transportation facilities, utilities, or  schools;   It is Staff’s opinion that the applicant’s rezoning proposal will not result in a use which  would cause an excessive burdensome use of existing streets, transportation facilities,  utilities, or schools, if deleted to NRC.  This opinion is supported by the departmental  comments contained in this analysis.              D. Whether the zoning proposal is in conformity with the policies and intent of the  comprehensive plan;   It is Staff’s opinion that the applicant’s CRC rezoning proposal is in conformity with the  policies and intent of the Cobb County Comprehensive Plan as the property is  delineated in a Community Activity Center (CAC) future land use category. While the  requested zoning district and proposed use is consistent with the CAC future land use  designation, which allows for a convenience store with self‐service fuel sales, deleting  to NRC will also comply with the CAC designation and provide a transition in zoning.                         Page 86 of 1313Z‐27‐2025  DEPARTMENT COMMENTS – Zoning Division      E. Whether there are other existing or changing conditions affecting the use and  development of the property which give supporting grounds for either approval or  disapproval of the zoning proposal;   It is Staff's opinion that there are existing and changing conditions affecting the use and  development of the property which give supporting grounds for deleting the applicant's  rezoning proposal to NRC. The proposal is consistent with the Cobb County  Comprehensive Plan, which delineates this property to be within a Community Activity  Center district. The proposed rezoning request is adjacent to single‐family across the  street and NRC could be a transitional zoning district between the single‐family zoning  and the intense commercial and industrial zoning districts nearby.            The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions  of the Planning and Zoning Staff and are by no means the final decision.  The Cobb County Board of  Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public  hearing.      Page 87 of 1313Page 88 of 1313Page 89 of 1313Page 90 of 1313 Z‐27‐2025    DEPARTMENT COMMENTS – CCDOT     11/17/2025    Proposed Convenience Store/Gas Station Development   Z‐27‐2025 5322 South Cobb Drive  Traffic Study ‐ Submittal 2    A traffic Submittal 1 (dated August 18, 2025) was received for this proposed development and a  meeting was held with the development traffic team on August 28, 2025. The applicant was  approved  to  continue  to  the  full  Submittal  2  traffic  study  in  the  August  28th  meeting.  The  applicant submitted a Submittal 2 traffic study on October 14, 2025.  Based on a site plan revision  that  added  a  third  driveway  for  the  proposed  site,  the  applicant  then  submitted  a  revised  Submittal 2 traffic study on November 7, 2025.    Comments below are based on the November 7th Submittal 2. Based on the revised future Build  analyses required by the below comments, the traffic study requirement is not satisfied for this  application.  A new revised Submittal 2 traffic study that addresses the below comments should  be submitted to Cobb DOT for review.        Comments and observations:  1. For  purposes  of  the  below  comments,  in  the  location  of  the  site  South  Cobb  Drive  is  referenced  as  having  an  east/west  orientation  and  River  View  Road  is  referenced  as  having a north/south orientation.    a. This matches the orientation used in the November 7th Synchro for the signalized  South Cobb Drive at River View Road/Maner Drive intersection.  2. The U‐turn movement should be added as a separate volume rather than being added as  part of the left‐turn movement, as shown in the example below.    3. Channelized right turns should be coded in the Synchro Lane Settings as having Signal  control if located at a traffic signal.  Signalized approaches with no channelized right turn  provided should be coded as None for this setting.    a. The example below has been corrected from the November 7th analysis, which  incorrectly uses “Yield” at all approaches.    Page 91 of 1313   DEPARTMENT COMMENTS – CCDOT     11/17/2025    (continued)   Z‐27‐2025 Submittal 2        4. Cobb DOT does not agree that 100% of the traffic to and from the west on South Cobb  Drive (50% of the total site traffic) will exit the South Cobb Drive intersection to U‐turn at  the adjacent River View intersection signal, as shown on the Submittal 2 Figure 5.      a. The short weave distance from the right‐out driveway to the U‐turn can be difficult  to maneuver, especially during weekday peak hours.    b. A proportion of the exiting new site‐generated trips going to South Cobb Drive to  the west should therefore be distributed to the Maner Road driveway, to then  turn left onto northbound River View Road and turn left at the South Cobb Drive  traffic signal.    5. Cobb DOT does not agree that 100% of the passby traffic will approach from eastbound  South Cobb Drive and southbound River View Road as shown on the Submittal 2 Figure 6.   a.  A  proportion  of  the  passby  traffic  percentages  should  also  be  distributed  to  westbound South Cobb Drive and northbound River View Road.  6. The  O‐D  pairings  in  Synchro  must  be  modified  to  correctly  model  the  distribution  of  downstream movements that come from the South Cobb Drive driveway, as shown in the  example below.    a. This modification is required to correctly reflect the heavy weave movement from  the South Cobb Drive driveway to the signalized U‐turn.  Page 92 of 1313   DEPARTMENT COMMENTS – CCDOT     11/17/2025    (continued)   Z‐27‐2025 Submittal 2    b. The  final  volumes  to  be  distributed  will  be  affected  by  Comment  4  and/or  Comment 5 above. Weight percentages should be adjusted to create the correct  distribution from the South Cobb Drive development driveway.        7. Exterior road segments should be extended so that vehicles are not denied entry when  running SimTraffic.  This can be identified by comparing maximum queue lengths versus  the link distance.  a. If  any  exterior  road  segments  representing  interior  driveways  become  unreasonably long to address Comment 7 (ie, longer than on‐site queuing could  address), the internal existing trip assignment may need to be further adjusted to  reflect  the  difficulty  the  microsimulated  vehicles  are  indicating  in  finding  acceptable gaps in the mainline traffic.    8. Cobb  DOT  recommends  that  the  applicant  traffic  engineer  contact  Cobb  DOT  Traffic  Engineering  after  addressing  the  above  comments  but  before  using  the  revised  assumptions to revise the Future Build analyses.  The discussion can confirm agreement  on redistributed traffic volume percentages and any other concerns that could affect the  revised  Submittal  2.  Please  contact  Abby  Fletcher  (abby.fletcher@cobbcounty.gov)  at  770‐528‐4390 when this data is available.      Page 93 of 1313 A B C D E F G A&R Engineering, Inc. 2160 Kingston Court, Ste O Marietta, GA 30067 (770) 690-9255 5 GA COA #PEF00400 NOT RELEASED FOR CONSTRUCTION SEAL South Cobb Drive (SR 280) 45 MPH S COBB DR 45 MPH 301' TO THE PERIMETER RD 324' TO RIVERVIEW RD SE 4 169' DESCRIPTION 67.0' REVISIONS 241' TO PL 103' TO PL EXISTING ROW 51' 35 MPH DATE PROPOSED RIGHT IN / RIGHT OUT RIVERVIEW RD SE 8 MPD's 3 9 2 4 5 8 6 7 5 VEHICLE 1 3 QUEUE No. PREPARED FOR KNIGHT PARTNERS, LLC PROPOSED RIGHT IN / RIGHT OUT 50' 3465 NORTHSIDE PKWY NW ATLANTA, GA 30327 404-242-1852 984 SF CAR WASH ---- RW AS REQUIRED 5135 SF C-STORE (INCLUDING 1500 SF FOOD TENANT) DO NOT ENTER SIGN 2 STOP SIGN DD / SD ATLANTA, GA 30327 5322 SOUTH COBB DRIVE 100' SOUTH COBB IMPACT STUDY PROPOSED FULL OVERALL PROPOSED PLAN ACCESS DRIVEWAY 24 HOUR CONTACT JARED RAYMAN 404-242-1852 73' MANER ROAD SE LANDLOT DISTRICT 759 7 1 PARCEL ID # 17075400030 DWN BY CKD BY A&R JOB No. GRAPHIC SCALE NORTH LO AKA 25-142 30 0 15 30 60 120 DATE SHEET ( IN FEET ) IDENTIFICATION 1 inch = 30 ft. CT-1101 A B C D E F G Page 94 of 1313Page 95 of 1313Page 96 of 1313Page 97 of 1313Page 98 of 1313Page 99 of 1313Page 100 of 1313 A B C D E F G A&R Engineering, Inc. 2160 Kingston Court, Ste O Marietta, GA 30067 (770) 690-9255 5 GA COA #PEF00400 NOT RELEASED FOR CONSTRUCTION SEAL South Cobb Drive (SR 280) 45 MPH S COBB DR 45 MPH 301' TO THE PERIMETER RD 324' TO RIVERVIEW RD SE 4 169' DESCRIPTION 67.0' REVISIONS 241' TO PL 103' TO PL EXISTING ROW 51' 35 MPH DATE PROPOSED RIGHT IN / RIGHT OUT RIVERVIEW RD SE 8 MPD's 3 9 2 4 5 8 6 7 5 VEHICLE 1 3 QUEUE No. PREPARED FOR KNIGHT PARTNERS, LLC PROPOSED RIGHT IN / RIGHT OUT 50' 3465 NORTHSIDE PKWY NW ATLANTA, GA 30327 404-242-1852 984 SF CAR WASH ---- RW AS REQUIRED 5135 SF C-STORE (INCLUDING 1500 SF FOOD TENANT) DO NOT ENTER SIGN 2 STOP SIGN DD / SD ATLANTA, GA 30327 5322 SOUTH COBB DRIVE 100' SOUTH COBB IMPACT STUDY PROPOSED FULL OVERALL PROPOSED PLAN ACCESS DRIVEWAY 24 HOUR CONTACT JARED RAYMAN 404-242-1852 73' MANER ROAD SE LANDLOT DISTRICT 759 7 1 PARCEL ID # 17075400030 DWN BY CKD BY A&R JOB No. GRAPHIC SCALE NORTH LO AKA 25-142 30 0 15 30 60 120 DATE SHEET ( IN FEET ) IDENTIFICATION 1 inch = 30 ft. CT-1101 A B C D E F G Page 101 of 1313 Z-27-2025 DEPARTMENT COMMENTS – CCDOT 2/2/2026 Proposed Convenience Store/Gas Station Development Z-27-2025 5322 South Cobb Drive Traffic Study - Submittal 2 A traffic Submittal 1 (dated August 18, 2025) was received for this proposed development and a meeting was held with the development traffic team on August 28, 2025. The applicant was approved to continue to the full Submittal 2 traffic study in the August 28th meeting. The applicant submitted a Submittal 2 traffic study on October 14, 2025. The applicant then submitted a new Submittal 2 traffic study (dated November 7, 2025) based on a site plan revision that added a third driveway for the proposed site. Cobb County provided comments (dated November 17, 2025) and the applicant submitted a revised Submittal 2 traffic study to address the November 17th comments on December 3, 2025. Cobb County provided comments (dated December 30, 2025) and the applicant submitted a revised Submittal 2 traffic study (dated January 8, 2026) to address the December 30th comments on January 9, 2026. Comments below are based on the January 8th Submittal 2. Based on the revised future Build analyses required by the below comments, the traffic study requirement is not satisfied for this application. A new revised Submittal 2 traffic study that addresses the Traffic Study Comments section below should be submitted to Cobb DOT for review. Traffic Study Comments 1. Cobb DOT recommends that the developer install a northbound left turn lane along the proposed development frontage, ending at the unsignalized intersection with Maner Drive. This recommendation should be considered a site improvement. a. On Page 25, the study reads: The northbound approach on Riverview Road already experiences a high volume of left-turning vehicles during the PM peak hour, with 249 vehicles recorded. The proposed development is expected to add an additional 42 left-turn vehicles during this period. i. This volume comparison is incorrect with the consideration of pass-by traffic volumes. By adding the northbound left volumes shown on Figure 5B and Figure 6 a net volume of 58 vehicles is added for the northbound left volume during the PM peak. ii. As a note, Recommendation 6 in the December 30th Cobb DOT comments reads: For studies that include passby trips, a net development generated traffic volumes should be shown as a separate figure. Following this requirement will help prevent similar comparison errors in future reports. Page 102 of 1313 DEPARTMENT COMMENTS – CCDOT 2/2/2026 (continued) Z-27-2025 Submittal 2 iii. The volume comparison should be corrected in the revised report to consider passby volumes. b. Additionally, the northbound left turn lane is classified as a system improvement only on Pages 26 and 34. i. Recommendation 2bi in the December 30th Cobb DOT comments reads: If the movement is impacted by site-generated traffic volumes, it should be considered at least in part a development improvement. ii. Cobb DOT would consider the northbound left turn lane be partially a site improvement. This should be addressed in the report text. c. SimTraffic analysis for the northbound left turn lane shows that the storage length included in the Build with Improvements analysis will have over 50% blockage, which means that spillback from the left turn lane will impede northbound through and right vehicles. i. The recommended storage length should be increased to accommodate the anticipated queue length. For example, the 50% back-of-queue calculation included in the HCM 6 analysis (Page 217) shows a storage requirement of 19 vehicles, or 475 feet. ii. A northbound left turn lane along the proposed development frontage, ending at the unsignalized intersection with Maner Drive, would partially satisfy the storage requirement identified above. iii. To address how the left turn storage along the site frontage can be attributed to a site improvement, a queue analysis should be included for the northbound left turn lane to show the overall storage length needed for this improvement based on the analysis. d. After the property development is fully operational with the recommended northbound turn lane along the property frontage, Cobb DOT and the City of Smyrna can evaluate the future intersection operations and identify any additional needed improvements (such as but not limited to an extension of the northbound left turn lane) as system improvements. Page 103 of 1313Page 104 of 1313Page 105 of 1313 Z-27-2025 DEPARTMENT COMMENTS – Planning Division 9/26/2025 Comprehensive Plan Future Land Use Designation: Community Activity Center The subject tract is within the Community Activity Center (CAC). Community Activity Centers provides for areas that can meet the immediate needs of several neighborhoods or communities. Typical land uses for these areas include low- to mid-rise office buildings and department stores. Future Land Use Sub-Category? N/A Consistent Inconsistent House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If yes, which City: Smyrna Was the city notified? Yes Specific Area Policy Guidelines: Yes No Policy: Masterplan/ Corridor Study: Yes No Name of Masterplan/Corridor Study: N/A Design guidelines area? Yes No If yes, design guidelines area? N/A Does the proposal plan comply with the design requirements? N/A Is the property within an Opportunity Zone? Yes No If yes, Opportunity Zone? N/A (The Opportunity Zone is an incentive that provides $3,500 tax credit per job in eligible areas if two or more jobs are being created. This incentive is for new or existing businesses) Is the property within an Enterprise Zone? Yes No If yes, Enterprise Zone? N/A (The Enterprise Zone is an incentive that provides tax abatements and other economic incentives for qualifying businesses locating or expanding within designated areas for new jobs and capital investment) Is the property eligible for the Façade Improvement Yes No Program? (The Façade Improvement Program is an incentive for owners and tenants to enhance the appearance of buildings. The CDBG program provides the funding. Properties must be either on the current inventory of redevelopment sites or in a corridor study area and be in a census tract with at least 51% low and moderate income. The program serves to improve the economic viability of these areas.) Page 106 of 1313 Z-27-2022 DEPARTMENT COMMENTS – Planning Division (continued) Is the property eligible for incentives through the Yes No Commercial and Industrial Property Rehabilitation Program? (The Commercial and Industrial Property Rehabilitation Program Is an incentive that provides a reduction in ad valorem property taxes for qualifying redevelopment in eligible areas) Note: For more information on incentives, please call the Community Development Agency- Economic Development Division at 770-528-2018 or find information online at www.cobbcounty.org/econdev. Special District: Is this property within the Cumberland Special Yes No District #1 (hotel/motel fee)? Is this property within the Cumberland Special Yes No District #2 (ad valorem tax)? Is this property within the Six Flags Special Service District? Yes No Dobbins Air Reserve Base Zones: Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Historic Preservation: After consulting various county historic resources surveys, historic maps, archaeology surveys and Civil War trench location maps, staff finds that no known significant historic resources appear to be affected by this application. Page 107 of 1313 T R A F F I C I M P A C T S TUDY FOR P R O P O S E D C ONVENIENCE S TORE /G A S S TATION D EVELOPMENT AT 5 32 2 S O U T H C O B B D RIVE C O B B C OUNTY , G EORGIA Prepared for: Knight Partners, LLC 3465 NORTHSIDE PKWY NW ATLANTA, GA 30327 Prepared By: A&R Engineering Inc. 2160 Kingston Court, Suite O Marietta, GA 30067 Tel: (770) 690-9255 Fax: (770) 690-9210 www.areng.com November 07, 2025 A & R Project # 25-142 Page 108 of 1313 T ABLE OF C ONTENTS Item Page 1.0 Introduction ...........................................................................................................................1 2.0 Existing Facilities / Conditions .................................................................................................4 2.1 Roadway Facilities ....................................................................................................................... 4 2.1.1 SR 280 (South Cobb Drive) ........................................................................................................... 4 2.1.2 Riverview Road ............................................................................................................................ 4 2.1.3 Maner Road ................................................................................................................................. 4 2.1.4 Elmwood Circle ............................................................................................................................ 4 2.1.5 Maner Road ................................................................................................................................. 4 3.0 Study Methodology ................................................................................................................5 3.1 Unsignalized Intersections ........................................................................................................... 5 3.2 Signalized Intersections ............................................................................................................... 6 4.0 Existing 2025 Traffic Analysis ...................................................................................................7 4.1 Existing Traffic Volumes............................................................................................................... 7 4.2 Existing Traffic Operations ......................................................................................................... 10 5.0 Proposed Development ......................................................................................................... 11 5.1 Trip Generation ......................................................................................................................... 13 5.2 Trip Distribution ......................................................................................................................... 13 6.0 Future Traffic Analysis ........................................................................................................... 16 6.1 Future “No-Build” Conditions .................................................................................................... 16 6.1.1 Annual Traffic Growth ............................................................................................................... 16 6.2 Future “Build” Conditions .......................................................................................................... 16 6.3 Auxiliary Lane Analysis ............................................................................................................... 19 6.3.1 Left Turn Lane Analysis .............................................................................................................. 19 6.3.2 Deceleration Turn Lane Analysis ............................................................................................... 19 6.4 Future Opening Year 2027 Traffic Operations........................................................................... 20 6.5 Future Horizon Year 2037 Traffic Operations ............................................................................ 23 6.5.1 I-285 West Side Express Lanes project ...................................................................................... 24 7.0 Conclusions and Recommendations....................................................................................... 26 7.1 Recommendation for Site Access Configuration ....................................................................... 27 Appendix Page 109 of 1313 L IST OF T ABLES Item Page Table 1 – Level of Service Criteria for Unsignalized Intersections ................................................................ 5 Table 2 – Level of Service Criteria for Signalized Intersections .................................................................... 6 Table 3 – Existing Intersection Operations ................................................................................................. 10 Table 4 – Trip Generation for Proposed Development ............................................................................... 13 Table 5 – Future Opening Year 2027 Intersection Operations ................................................................... 20 Table 6– Future Horizon Year 2037 Intersection Operations ..................................................................... 23 L IST OF F IGURES Item Page Figure 1 – Location Map................................................................................................................................ 3 Figure 2 – Existing Weekday Peak Hour Volumes ......................................................................................... 8 Figure 3 – Existing Traffic Control and Lane Geometry ................................................................................ 9 Figure 4 – Site Plan ...................................................................................................................................... 12 Figure 5 – Trip Distribution and Site Generated Peak Hour Volumes ........................................................ 14 Figure 6 – Site Peak Hour Pass-By Volumes ................................................................................................ 15 Figure 7A – Future 2027 (No-Build) Peak Hour Volumes ............................................................................ 17 Figure 8A – Future 2027 (Build) Peak Hour Volumes ................................................................................. 18 Figure 7B – Future 2037 (No-Build) Peak Hour Volumes ............................................................................ 21 Figure 8B – Future 2037 (Build) Peak Hour Volumes .................................................................................. 22 Figure 9 – Future Traffic Control and Lane Geometry ................................................................................ 25 Page 110 of 13131 . 0 I NTRODUCTION The purpose of this study is to determine the traffic impact from the proposed Convenience Store/Gas Station development at 5322 South Cobb Drive, in Cobb County, Georgia. The traffic analysis evaluates the current operations and future conditions with the traffic generated by the development. The proposed development will consist of 5,135 sf of convenience store building (which includes the 1,500 sf quick service restaurant) and gas station with 8 pumps (16 vehicle fuelling position) along with 1,000 sf building serving as an automated car wash. The development plans to convert the existing right-in only and right-out only driveways on South Cobb Drive into a standard right-in/right-out driveway with a deceleration lane. Additionally, the plan proposes a right-in/right-out driveway on Riverview Road and a full-access driveway on Maner Road. The site location is illustrated in Figure 1 below. The AM and PM peak hours have been analyzed in this study. In addition to the site access points, this study includes the evaluation of traffic operations at the intersections of: 1. Riverview Road at Maner Road 2. SR 280 (South Cobb Drive) at Elmwood Circle 3. SR 280 (South Cobb Drive) at Riverview Road/Maner Road 4. SR 280 (South Cobb Drive) at I-285 Northbound Ramp A&R Engineering Inc. 1 Page 111 of 1313Recommendations to improve traffic operations have been identified as appropriate and are discussed in detail in the following sections of the report. The location of the development and the surrounding roadway network are shown in Figure 1. A&R Engineering Inc. 2 Page 112 of 1313 # Study Intersection Tibarron Pkwy The Perimeter S Cobb Dr Kershaw Ct 4 The Perimeter Right-In Only Maner Terrace 5 Right-Out Only SITE Maner Rd 3 Towneheights Terrace Maner Rd Manerdale Dr 6 S Cobb Dr 7 1 2 Landsmere Dr Riverview Rd Elmwood Cir Alanis Elmwood Cir Pl Concordia Pl LOCATION MAP FIGURE 1 A&R Engineering Inc. 3 Page 113 of 13132.0 E XISTING F ACILITIES / C ONDITIONS 2.1 Roadway Facilities The following is a brief description of each of the roadway facilities located in proximity to the site: 2.1.1 SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) is an east-west, four-lane with two-way left turn lane and posted speed limit of 45 mph in the vicinity of the site. Georgia Department of Transportation (GDOT) traffic counts (Station ID: 067-2601) indicate that the daily traffic volume on SR 280 (South Cobb Drive) in 2023 was 18,900 vehicles per day northeast of Elmwood Circle. Cobb County classifies SR 280 (South Cobb Drive) as an urban minor arterial roadway. 2.1.2 Riverview Road Riverview Road is a north-south, two-lane, undivided roadway with a posted speed limit of 35 mph in the vicinity of the site. Cobb county classifies Riverview Road as an major collector. 2.1.3 Maner Road Maner Road is an east-west, two-lane, undivided roadway with a posted speed limit of 25 mph in the vicinity of the site. 2.1.4 Elmwood Circle Elmwood Circle is a north-south, two-lane, undivided roadway with a posted speed limit of 25 mph in the vicinity of the site. 2.1.5 Maner Road Maner Road is a north-south, two-lane, undivided roadway with a posted speed limit of 35 mph in the vicinity of the site. A&R Engineering Inc. 4 Page 114 of 13133.0 S TUDY M ETHODOLOGY In this study, the methodology used for evaluating traffic operations at each of the subject intersections is based on the criteria set forth in the Transportation Research Board Highway Capacity Manual, 6th edition (HCM 6). Synchro software, which utilizes the HCM methodology, was used for the analysis. The following is a description of the methodology employed for the analysis of unsignalized and signalized intersections. 3.1 Unsignalized Intersections For unsignalized intersections controlled by a stop sign on minor streets, the level of service (LOS) for motor vehicles with controlled movements is determined by the computed control delay according to the thresholds stated in Table 1 below. LOS is determined for each minor street movement (or shared movement), as well as major street left turns. LOS is not defined for the intersection as a whole or for major street approaches. The LOS of any controlled movement which experiences a volume to capacity ratio greater than 1 is designated as “F” regardless of the control delay. Control delay for unsignalized intersections includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. Several factors affect the control delay for unsignalized intersections, such as the availability and distribution of gaps in the conflicting traffic stream, critical gaps, and follow-up time for a vehicle in the queue. Level of service is assigned a letter designation from “A” through “F”. Level of service “A” indicates excellent operations with little delay to motorists, while level of service “F” exists when there are insufficient gaps of acceptable size to allow vehicles on the side street to cross the main road without experiencing long delays. Table 1 – Level of Service Criteria for Unsignalized Intersections LOS by Volume-to-Capacity Ratio* Control Delay (sec/vehicle) v/c ≤ 1.0 v/c > 1.0 ≤ 10 A F > 10 and ≤ 15 B F > 15 and ≤ 25 C F > 25 and ≤ 35 D F > 35 and ≤ 50 E F > 50 F F *The LOS criteria apply to each lane on a given approach and to each approach on the minor street. LOS is not calculated for major-street approaches or for the intersection. Source: Highway Capacity Manual, 6th edition, Exhibit 20-2 LOS Criteria: Motorized Vehicle Mode A&R Engineering Inc. 5 Page 115 of 13133.2 Signalized Intersections According to HCM procedures, LOS can be calculated for the entire intersection, each intersection approach, and each lane group. HCM uses control delay alone to characterize LOS for the entire intersection or an approach. Control delay per vehicle is composed of initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. Both control delay and volume-to-capacity ratio are used to characterize LOS for a lane group. A volume-to-capacity ratio of greater than 1.0 for a lane group indicates failure from capacity perspective. Therefore, such a lane group is assigned LOS F regardless of the amount of control delay. Table 2 below summarizes the LOS criteria from HCM for motorized vehicles at signalized intersection. Table 2 – Level of Service Criteria for Signalized Intersections LOS for Lane Group by Volume-to-Capacity Control Delay (sec/vehicle) * Ratio* v/c ≤ 1.0 v/c > 1.0 ≤ 10 A F > 10 and ≤ 20 B F > 20 and ≤ 35 C F > 35 and ≤ 55 D F > 55 and ≤ 80 E F > 80 F F *For approach-based and intersection wide assessments, LOS is defined solely by control delay Source: Highway Capacity Manual, 6th edition, Exhibit 19-8 LOS Criteria: Motorized Vehicle Mode LOS A is typically assigned when the volume-to-capacity (v/c) ratio is low and either progression is exceptionally favourable, or the cycle length is very short. LOS B is typically assigned when the v/c ratio is low and either progression is highly favorable, or the cycle length is short. However, more vehicles are stopped than with LOS A. LOS C is typically assigned when progression is favorable, or the cycle length is moderate. Individual cycle failures (one or more queued vehicles are not able to depart because of insufficient capacity during the cycle) may begin to appear at this level. Many vehicles still pass through the intersection without stopping, but the number of vehicles stopping is significant. LOS D is typically assigned when the v/c ratio is high and either progression is ineffective, or the cycle length is long. There are many vehicle-stops and individual cycle failures are noticeable. LOS E is typically assigned when the v/c ratio is high, progression is very poor, the cycle length is long, and individual cycle failures are frequent. LOS F is typically assigned when the v/c ratio is very high, progression is very poor, the cycle length is long, and most cycles fail to clear the queue. A&R Engineering Inc. 6 Page 116 of 13134.0 E XISTING 2025 T RAFFIC A NALYSIS 4.1 Existing Traffic Volumes Existing traffic counts were obtained at the following study intersections: 1. Riverview Road at Maner Road 2. SR 280 (South Cobb Drive) at Elmwood Circle 3. SR 280 (South Cobb Drive) at Riverview Road/Maner Road 4. SR 280 (South Cobb Drive) at I-285 Northbound Ramp Turning movement counts were collected on Tuesday, August 5, 2025. All turning movement counts were recorded during the AM and PM peak hours between 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM, respectively. The four consecutive 15-minute interval volumes that produced the highest volume at the intersections were then determined. These volumes make up the peak hour traffic volumes for the intersections counted and are shown in Figure 2. The existing traffic control and lane geometry for the intersections are shown in Figure 3. A&R Engineering Inc. 7 Page 117 of 1313 (580) 568 (801) 1054 (492) 443 (405) 551 The Perimeter (1) 2 (669) 807 S Cobb Dr (80) 46 The Perimeter 4 S Cobb Dr (93) 71 (672) (111)730 92(11) 8 (29) 181 (144) 423 (40) 105 (118) 58 (579) 673 (19) 86 (0) 0 (246) 249 (117) 40 Right-In SITE (150) 60 Right-Out Maner Rd 3 Maner Rd S Cobb Dr 1 (855) 858 (7) 19 (704) 845 2 Riverview Rd (0) 8 (12) 15 (10) 3 Elmwood Cir (AM) PM (8) 11 (14) 4 (1) 3 (180) 710 (0) 2 (506) 315 EXISTING WEEKDAY PEAK-HOUR VOLUMES FIGURE 2 A&R Engineering Inc. 8 Page 118 of 1313 LEGEND Ex STOP Existing Signed Approach Existing Lane Geometry Ex Existing Traffic Signal Ex The Perimeter S Cobb Dr The Perimeter 4 S Cobb Dr Ex Right-In SITE Right-Out Maner Rd 3 Maner Rd S Cobb Dr 1 2 Riverview Rd Ex STOP Elmwood Cir Ex STOP EXISTING TRAFFIC CONTROL AND LANE GEOMETRY FIGURE 3 A&R Engineering Inc. 9 Page 119 of 13134.2 Existing Traffic Operations Existing 2025 traffic operations were analyzed at the study intersections in accordance with the HCM methodology. The results of the analyses are shown in Table 3. Table 3 – Existing Intersection Operations LOS (Delay) Intersection Traffic Control AM Peak PM Peak Hour Hour Riverview Road at Maner Road Stop Controlled 1 -Eastbound Approach B (14.5) C (19.3) on EB Approach -Northbound Left A (7.6) A (9.2) SR 280 (South Cobb Drive) at Elmwood Circle Stop Controlled 2 -Westbound Left A (9.9) B (10.1) on NB Approach -Northbound Approach C (16.0) C (19.4) SR 280 (South Cobb Drive) at Riverview Road/ Maner Road C (32.2) D (47.8) -Eastbound Approach B (15.4) C (26.9) 3 Signalized -Westbound Approach C (21.5) C (34.8) -Northbound Approach E (77.4) F (99.0) -Southbound Approach E (79.4) F (91.3) SR 280 (South Cobb Drive) at I-285 Northbound Ramp D (37.6) C (34.6) -Eastbound Approach C (31.8) C (28.9) 4 Signalized -Westbound Approach C (28.8) C (25.2) -Northbound Approach E (59.0) E (56.5) The results of the existing traffic operations analysis indicate that the signalized study intersections are operating at an overall level of service “D” or better in both the AM and PM peak hours. The stop- controlled approaches at the unsignalized study intersections are operating at level of service “C” or better in both the AM and PM peak hours. A&R Engineering Inc. 10 Page 120 of 13135.0 P ROPOSED D EVELOPMENT The proposed development, located at 5322 South Cobb Drive in Cobb County, Georgia, will consist of a 5,135-square-foot convenience store (including a 1,500-square-foot quick-service restaurant) and a gas station with eight pumps providing sixteen fueling positions. The project also includes a 1,000-square- foot automated car wash building. The development proposes converting the existing right-in and right- out driveways on South Cobb Drive into a standard right-in/right-out driveway with a deceleration lane. Additionally, a new right-in/right-out driveway is proposed on Riverview Road, along with a full-access driveway on Maner Road. A site plan is shown in Figure 4. A&R Engineering Inc. 11 Page 121 of 1313Page 122 of 13135.1 Trip Generation Trip generation estimates were based on the rates and equations published in the 11th edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual. This reference contains traffic volume count data collected at similar facilities nationwide. The trip generation estimates for the site were based on the following ITE Land Uses: 945 – Convenience Store/Gas Station - GFA (5.5-10k), 937 Coffee/Donut Shop with Drive-Through Window, and 948 – Automated Car Wash. Since ITE does not have weekday data for AM peak hour and 24 hours for automated car wash, engineering judgment was used to determine the trips for the AM peak hour and 24-hours based on the PM peak hour values. The calculated total trip generation for the proposed development is shown below Table 4. Table 4 – Trip Generation for Proposed Development AM Peak Hour PM Peak Hour 24 Hour Land Use Size Enter Exit Total Enter Exit Total Two-way ITE 937 Coffee/Donut Shop with Drive- 1,500 sf 66 63 129 29 29 58 800 Through Window ITE 945 – Convenience Store/Gas Station - 16 vfp 253 253 506 215 215 430 5,532 GFA (5.5-10k) (ITE 945) Pass-by Trips (76%) 75% -192 -192 -384 -161 -161 -322 -3,220 ITE 948 – Automated Car Wash 1 Wash Tunnel 10* 10* 20* 39 39 78 476* New External Trips (without Reductions) 329 326 655 283 283 566 6,808 New External Trips (with Reductions) 137 134 271 122 122 244 3,588 *Estimated based on engineering judgment 5.2 Trip Distribution The trip distribution describes how traffic arrives and departs from the site. An overall trip distribution was developed for the site based on a review of the existing travel patterns in the area and the locations of major roadways and highways that will serve the development. The site-generated peak hour traffic volumes, shown in Table 4, were assigned to the study area intersections based on this distribution. The outer-leg distribution and AM and PM peak hour new traffic volumes generated by the site are shown in Figure 5, and the estimated pass-by trips are shown in Figure 6. A&R Engineering Inc. 13 Page 123 of 1313 (69) 61 (67) 61 The Perimeter S Cobb Dr (69) 61 (67) 61 (121) 110 The Perimeter 4 S Cobb Dr (67) 61 (13) 12 (40) 37 (14) 12 (41) 37 5 SITE Drwy 1 (RIRO) Maner Rd Drwy 2 3 (40) 37 (RIRO) Maner Rd (41) 37 Drwy 3 6 7 S Cobb Dr (7) 6 1 (55) 49 2 Riverview Rd Elmwood Cir (AM) PM (7) 6 (7) 6 (7) 6 (14) 12 (14) 12 TRIP DISTRIBUTION AND NEW SITE-GENERATED FIGURE 5 WEEKDAY PEAK HOUR VOLUMES A&R Engineering Inc. 15 Page 124 of 1313 The Perimeter S Cobb Dr (-156) -103 The Perimeter (156) 103 4 S Cobb Dr (156) 103 5 SITE Drwy 1 (RIRO) Maner Rd Drwy 2 3 (RIRO) Maner Rd Drwy 3 6 7 S Cobb Dr 1 (2) 0 (2) 2 (2) 2 2 (-2) -2 (2) 0 Riverview Rd (-2) 0 Elmwood Cir (33) 56 (33) 56 (-33) -56 (AM) PM SITE PEAK HOUR PASS-BY VOLUMES FIGURE 6 A&R Engineering Inc. 16 Page 125 of 13136.0 F UTURE T RAFFIC A NALYSIS The future traffic operations are analyzed for the “Build” and “No-Build” conditions. 6.1 Future “No-Build” Conditions The “No-Build” (or background) conditions provide an assessment of how traffic will operate in the study horizon year without the study site being developed as proposed, with projected increases in through traffic volumes due to normal annual growth. The Future “No-Build” volumes consist of the existing traffic volumes (Figure 2) plus increases for annual growth of through traffic. 6.1.1 Annual Traffic Growth In order to evaluate future traffic operations in this area, a projection of normal traffic growth was applied to the existing volumes. The Georgia Department of Transportation recorded average daily traffic volumes at several locations in the vicinity of the site. Reviewing the growth over the last five (between 2018-2019 & 2021-2023) years revealed growth of approximately 1% in the area. This growth factor was applied to the existing 2025 traffic volumes between collector and arterial roadways to estimate the future year traffic volumes prior to the addition of site-generated traffic. The future “No- Build” peak hour volumes for years 2027 and 2037 are shown in Figures 7A and 7B respectively. 6.2 Future “Build” Conditions The “Build” or development conditions include the estimated background traffic from the “No-Build” conditions plus the added traffic from the proposed development. To evaluate future traffic operations in this area, the additional traffic volumes from the site (Figure 5) and the pass-by volumes (Figure 6) were added to base traffic volumes (Figure 7A and 7B) to calculate the future traffic volumes after the construction of the development. These total future “Build” traffic volumes are shown in Figure 8A and 8B. A&R Engineering Inc. 16 Page 126 of 1313 (592) 579 (817) 1075 (502) 452 (413) 562 The Perimeter (1) 2 (682) 823 S Cobb Dr (82) 47 The Perimeter 4 S Cobb Dr (95) 72 (685) (113)745 94(11) 8 (30) 185 (147) 431 (41) 107 (120) 59 (591) 686 (19) 88 (0) 0 (251) 254 (119) 41 Right-In SITE (153) 61 Right-Out Maner Rd (872) 875 3 (7) 19 Maner Rd (718) 862 (0) 8 (12) 15 (10) 3 S Cobb Dr 1 2 Riverview Rd Elmwood Cir (8) 11 (14) 4 (AM) PM (1) 3 (184) 724 (0) 2 (516) 321 FUTURE (NO-BUILD - 2027) WEEKDAY PEAK HOUR FIGURE 7A VOLUMES A&R Engineering Inc. 18 Page 127 of 1313 (651) 637 (899) 1183 (552) 497 (454) 618 The Perimeter (1) 2 (750) 905 S Cobb Dr (90) 52 The Perimeter 4 S Cobb Dr (124) 103 (105) 79 (754) 820 (12) 9 (33) 204 (162) 474 (45) 118 (132) 65 (650) 755 (21) 97 (0) 0 (276) 279 (131) 45 Right-In SITE (168) 67 Right-Out Maner Rd (959) 963 3 (8) 21 Maner Rd (790) 948 (0) 9 (13) 17 (11) 3 S Cobb Dr 1 2 Riverview Rd Elmwood Cir (9) 12 (15) 4 (AM) PM (1) 3 (202) 796 (0) 2 (568) 353 FUTURE (NO-BUILD - 2037) WEEKDAY PEAK HOUR FIGURE 7B VOLUMES A&R Engineering Inc. 22 Page 128 of 1313 6.3 Auxiliary Lane Analysis Included below are analyses for left turn lane and right turn lane for site driveway (per Cobb County Standards). The analyses below are based off the trip distribution included in Section 5.2. According to the trip distribution, the overall 24-hour two-way volume for traffic entering and exiting the site are 6.808 vehicles. 6.3.1 Left Turn Lane Analysis Per Cobb County Development Standards, (402.10), a left turn lane may be required for residential and commercial developments on two-lane thoroughfare roads. Since Maner Road is a local roadway and is not included in Cobb County’s Major Thoroughfare Plan, a left-turn lane is not required at site driveway 3. 6.3.2 Deceleration Turn Lane Analysis Per Cobb County Development Standards, (402.9), right turn lanes are required on any roadway that is included in the county’s major thoroughfare plan network. Since SR 280 (S Cobb Drive) and Riverview Road are among the roadways classified in the major thoroughfare plan a right turn lane is required at both the site driveways. A&R Engineering Inc. 19 Page 129 of 13136.4 Future Opening Year 2027 Traffic Operations The future “No-Build” and “Build” traffic operations were analysed using the volumes in Figures 7A and 8A, respectively. The results of the future traffic operations analysis are shown below in Table 5. Recommendations for future 2027 traffic control and lane geometry are shown in Figure 9. Table 5 – Future Opening Year 2027 Intersection Operations LOS (Delay) Intersection NO BUILD BUILD AM Peak PM Peak AM Peak PM Peak Riverview Road at Maner Road 1 -Eastbound Approach B (14.7) C (19.7) B (12.8) C (18.9) -Northbound Left A (0.0) A (9.2) A (7.7) A (9.3) SR 280 (South Cobb Drive) at Elmwood Circle 2 -Westbound Left A (10.0) B (10.2) A (10.2) B (10.4) -Northbound Approach C (16.3) C (19.7) C (16.9) C (20.5) SR 280 (South Cobb Drive) at Riverview Road/ Maner Road C (32.7) D (48.8) C (33.8) D (51.5) -Eastbound Approach B (16.0) C (27.9) B (17.4) C (31.1) 3 -Westbound Approach C (22.3) C (36.2) C (26.0) D (40.1) -Northbound Approach E (77.7) F (99.3) E (79.0) F (105.5) -Southbound Approach E (79.1) F (91.6) E (77.2) F (93.5) SR 280 (South Cobb Drive) at I-285 Northbound Ramp D (38.4) D (35.2) D (39.1) D (35.3) 4 -Eastbound Approach C (32.3) C (29.3) C (29.3) C (28.7) -Westbound Approach C (30.1) C (26.0) C (29.5) C (26.5) -Northbound Approach E (59.7) E (57.1) E (70.4) E (59.2) SR 280 (South Cobb Drive) at Site Driveway 1 5 (RIRO) - - C (18.3) C (23.7) -Northbound Approach SR 280 (South Cobb Drive) at Site Driveway 2 6 (RIRO) - - -Eastbound Approach A (9.4) C (15.1) Maner Road at Site Driveway 3 7 -Eastbound Left - - A (7.3) A (7.3) -Southbound Approach A (8.7) A (8.7) The traffic operations analysis for future “No-Build” and “Build” conditions indicates that the signalized study intersections will be operating at an overall level of service “D” or better in both the AM and PM peak hours. The stop-controlled approaches at the unsignalized study intersections are expected to operate at a level of service “C” or better in both the AM and PM peak hours. A&R Engineering Inc. 20 Page 130 of 1313 (592) 579 (886) 1136 (502) 452 (480) 623 The Perimeter (1) 2 (682) 823 S Cobb Dr (82) 47 (801) 1175 (225) 164 (1015) 1082 (277) 213 The Perimeter 4 S Cobb Dr (95) 72 (126) 106(78) 69 (725) 782 (44) 197 (147) 431 (41) 107 (120) 59 (591) 686 (60) 125 (0) 0 5 (251) 254 (119) 41 (153) 61 SITE Drwy 1 (RIRO) Maner Rd (912) 912 Drwy 2 3 (RIRO) (7) 19 Maner Rd (759) 899 (0) 8 Drwy 3 6 7 (12) 15 (10) 3 S Cobb Dr 1 (2) 0 (2) 2 (9) 8 2 (7) 12 (16) 12 Riverview Rd (12) 6 Elmwood Cir (40) 62 (8) 11 (14) 4 (88) 105 (8) 9 (191) 730 (165) 672 (AM) PM (14) 14 (524) 333 (516) 321 FUTURE (BUILD - 2027) WEEKDAY PEAK HOUR FIGURE 8A VOLUMES A&R Engineering Inc. 19 Page 131 of 1313 (651) 637 (968) 1244 (552) 497 (521) 679 The Perimeter (1) 2 (750) 905 S Cobb Dr (90) 52 (897) 1303 (225) 164 (1110) 1184 (277) 213 The Perimeter 4 S Cobb Dr (105) 79 (137) 115(79) 70 (794) 857 (47) 216 (162) 474 (45) 118 (132) 65 (650) 755 (62) 134 (0) 0 5 (276) 279 (131) 45 (168) 67 SITE Drwy 1 (RIRO) Maner Rd (999) 1000 Drwy 2 3 (RIRO) (8) 21 Maner Rd (831) 985 (0) 9 Drwy 3 6 7 (13) 17 (11) 3 S Cobb Dr 1 (2) 0 (2) 2 (9) 8 2 (8) 13 (16) 12 Riverview Rd (13) 7 Elmwood Cir (40) 62 (9) 12 (15) 4 (88) 105 (8) 9 (209) 802 (185) 745 (AM) PM (14) 14 (576) 366 (568) 353 FUTURE (BUILD - 2037) WEEKDAY PEAK HOUR FIGURE 8B VOLUMES A&R Engineering Inc. 23 Page 132 of 13136.5 Future Horizon Year 2037 Traffic Operations The future “No-Build” and “Build” traffic operations were analysed using the volumes in Figures 7B and 8B, respectively. The results of the future traffic operations analysis are shown below in Table 6. Recommendations for future 2037 traffic control and lane geometry are shown in Figure 9. Table 6– Future Horizon Year 2037 Intersection Operations LOS (Delay) Intersection NO BUILD BUILD AM Peak PM Peak AM Peak PM Peak Riverview Road at Maner Road 1 -Eastbound Approach B (15.8) C (22.4) B (13.8) C (21.5) -Northbound Left A (0.0) A (9.5) A (7.7) A (9.6) SR 280 (South Cobb Drive) at Elmwood Circle 2 -Westbound Left A (9.9) B (10.7) A (10.6) B (10.9) -Northbound Approach C (17.7) C (22.1) C (18.4) C (23.1) SR 280 (South Cobb Drive) at Riverview Road/ Maner Road D (36.6) D (54.4) D (37.4) E (59.1) -Eastbound Approach B (18.4) C (34.0) C (20.8) C (39.9) 3 -Westbound Approach C (25.8) D (43.7) C (30.5) D (49.7) -Northbound Approach F (86.2) F (102.4) F (81.8) F (107.5) -Southbound Approach E (78.0) F (93.4) E (76.4) F (97.3) SR 280 (South Cobb Drive) at I-285 Northbound Ramp D (43.3) D (38.9) D (43.5) D (41.5) 4 -Eastbound Approach C (32.8) C (33.3) D (35.4) C (36.6) -Westbound Approach D (41.4) C (30.3) D (42.9) C (29.7) -Northbound Approach E (64.9) E (59.6) E (59.6) D (65.7) SR 280 (South Cobb Drive) at Site Driveway 1 5 (RIRO) - - C (20.6) D (28.6) -Northbound Approach SR 280 (South Cobb Drive) at Site Driveway 2 6 (RIRO) - - -Eastbound Approach A (9.5) C (16.5) Maner Road at Site Driveway 3 7 -Eastbound Left - - A (7.3) A (7.3) -Southbound Approach A (8.7) A (8.7) The Horizon Year 2037 traffic operations analysis for future “No-Build” and “Build” conditions indicates that the signalized study intersections will be operating at an overall level of service “E” or better in both the AM and PM peak hours. The stop-controlled approaches at the unsignalized study intersections are expected to operate at level of service “D” or better in both the AM and PM peak hours. A&R Engineering Inc. 23 Page 133 of 13136.5.1 I-285 West Side Express Lanes project SR 280 (South Cobb Drive) at I-285 Northbound Ramp: The I-285 Westside Express Lanes Project does not appear to impact the current project, and no conflicts are anticipated. It is recommended that future design phases continue to monitor the Express Lanes project to ensure compatibility. A&R Engineering Inc. 24 Page 134 of 1313 LEGEND Ex STOP Existing Signed Approach STOP Proposed Signed Approach Existing Lane Geometry Proposed Lane Geometry Ex Existing Traffic Signal Proposed Traffic Signal Ex The Perimeter S Cobb Dr STOP The Perimeter 4 S Cobb Dr Ex 5 SITE Drwy 1 (RIRO) Maner Rd Drwy 2 3 (RIRO) Maner Rd Ex Drwy 3 6 STOP 7 S Cobb Dr 1 STOP 2 Riverview Rd Elmwood Cir Ex STOP STOP FUTURE TRAFFIC CONTROL AND LANE GEOMETRY FIGURE 9 A&R Engineering Inc. 28 Page 135 of 13137.0 C ONCLUSIONS AND R ECOMMENDATIONS Traffic impacts were evaluated for the proposed Convenience Store/Gas Station development at 5322 South Cobb Drive, in Cobb County, Georgia. The proposed development will consist will consist of 5,135 sf of convenience store building (which includes the 1,500 sf quick service restaurant) and gas station with 8 pumps (16 vehicle fuelling position) along with 1,000 sf building serving as an automated car wash. The development plans to convert the existing right-in only and right-out only driveways on South Cobb Drive into a standard right-in/right-out driveway with a deceleration lane. Additionally, the plan proposes a right-in/right-out driveway on Riverview Road and a full-access driveway on Maner Road. Existing and future operations after completion of the project were analyzed at the intersections of: 1. Riverview Road at Maner Road 2. SR 280 (South Cobb Drive) at Elmwood Circle 3. SR 280 (South Cobb Drive) at Riverview Road/Maner Road 4. SR 280 (South Cobb Drive) at I-285 Northbound Ramp 5. SR 280 (South Cobb Drive) at Site Driveway 1 (Right-In/Right-Out) 6. Riverview Road at Site Driveway 2 (Right-In/Right-Out) 7. Maner Road at Site Driveway 3 The analysis included the evaluation of future operations for “No-Build” and “Build” conditions, with the differences between “No-Build” and “Build” accounting for an increase in traffic due to the proposed development. The traffic operations analysis for future “No-Build” and “Build” conditions indicates that the signalized study intersections will be operating at an overall level of service “D” or better in both the AM and PM peak hours. The stop-controlled approaches at the unsignalized study intersections are expected to operate at a level of service “C” or better in both the AM and PM peak hours. The Horizon Year 2037 traffic operations analysis for future “No-Build” and “Build” conditions indicates that the signalized study intersections will be operating at an overall level of service “E” or better in both the AM and PM peak hours. The stop-controlled approaches at the unsignalized study intersections are expected to operate at level of service “D” or better in both the AM and PM peak hours. A&R Engineering Inc. 26 Page 136 of 1313 7.1 Recommendation for Site Access Configuration The following access configuration is recommended for the proposed site driveways intersections.  Site Driveway 1: Right-In/ Right-Out Driveway on SR 280 (South Cobb Drive) o One entering lane and one exiting lane o Stop-sign controlled on the driveway approach with SR 280 (South Cobb Drive) remaining free flow o A deceleration turn lane for entering traffic. o Provide/confirm adequate sight distance per AASHTO standards  Site Driveway 2: Right-In/Right-Out Driveway on Riverview Road o One entering lane and one exiting lane o Stop-sign controlled on the driveway approach with Riverview Road remaining free flow o A deceleration turn lane for entering traffic. o Provide/confirm adequate sight distance per AASHTO standards  Site Driveway 3: Full Access Driveway on Maner Road o One entering lane and one exiting lane o Stop-sign controlled on the driveway approach with Maner Road remaining free flow o Provide/confirm adequate sight distance per AASHTO standards A&R Engineering Inc. 27 Page 137 of 1313 Appendix Existing Intersection Traffic Counts ................................................................................................................ Linear Regression of Daily Traffic .................................................................................................................... Existing Intersection Analysis .......................................................................................................................... Future “No-Build” 2027 Intersection Analysis ................................................................................................ Future “Build” 2027 Intersection Analysis ...................................................................................................... Future “No-Build” 2037 Intersection Analysis ................................................................................................ Future “Build” 2037 Intersection Analysis ...................................................................................................... Traffic Volume Worksheets ............................................................................................................................ Page 138 of 1313E X I S T I N G I NTERSECTION T R A F F I C C OUNTS Page 139 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250254 Riverview Road @ Maner Road Site Code : 20250254 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 1 Groups Printed- Cars & Buses - Trucks Riverview Road Riverview Road Maner Road Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 118 0 118 0 43 4 47 4 0 0 4 0 0 0 0 169 07:15 AM 0 101 0 101 0 45 2 47 4 0 0 4 0 0 0 0 152 07:30 AM 0 119 0 119 0 42 1 43 4 0 1 5 0 0 0 0 167 07:45 AM 0 118 0 118 0 44 5 49 2 0 0 2 0 0 0 0 169 Total 0 456 0 456 0 174 12 186 14 0 1 15 0 0 0 0 657 08:00 AM 0 130 0 130 0 47 6 53 0 0 0 0 0 0 0 0 183 08:15 AM 0 139 0 139 0 47 2 49 2 0 0 2 0 0 0 0 190 08:30 AM 0 121 0 121 0 37 4 41 1 0 0 1 0 0 0 0 163 08:45 AM 0 108 0 108 0 33 3 36 1 0 0 1 0 0 0 0 145 Total 0 498 0 498 0 164 15 179 4 0 0 4 0 0 0 0 681 *** BREAK *** 04:00 PM 1 102 0 103 0 109 0 109 4 0 3 7 0 0 0 0 219 04:15 PM 2 78 0 80 0 156 0 156 2 0 1 3 0 0 0 0 239 04:30 PM 0 74 0 74 0 157 0 157 7 0 2 9 0 0 0 0 240 04:45 PM 0 102 0 102 0 147 1 148 1 0 2 3 0 0 0 0 253 Total 3 356 0 359 0 569 1 570 14 0 8 22 0 0 0 0 951 05:00 PM 1 78 0 79 0 187 1 188 3 0 0 3 0 0 0 0 270 05:15 PM 0 69 0 69 0 170 2 172 6 0 0 6 0 0 0 0 247 05:30 PM 0 89 0 89 0 181 1 182 1 0 1 2 0 0 0 0 273 05:45 PM 1 79 0 80 0 172 0 172 1 0 2 3 0 0 0 0 255 Total 2 315 0 317 0 710 4 714 11 0 3 14 0 0 0 0 1045 Grand Total 5 1625 0 1630 0 1617 32 1649 43 0 12 55 0 0 0 0 3334 Apprch % 0.3 99.7 0 0 98.1 1.9 78.2 0 21.8 0 0 0 Total % 0.1 48.7 0 48.9 0 48.5 1 49.5 1.3 0 0.4 1.6 0 0 0 0 Cars & Buses 5 1542 0 1547 0 1535 31 1566 42 0 12 54 0 0 0 0 3167 % Cars & Buses 100 94.9 0 94.9 0 94.9 96.9 95 97.7 0 100 98.2 0 0 0 0 95 Trucks 0 83 0 83 0 82 1 83 1 0 0 1 0 0 0 0 167 % Trucks 0 5.1 0 5.1 0 5.1 3.1 5 2.3 0 0 1.8 0 0 0 0 5 Page 140 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250254 Riverview Road @ Maner Road Site Code : 20250254 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 2 Riverview Road Riverview Road Maner Road Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 119 0 119 0 42 1 43 4 0 1 5 0 0 0 0 167 07:45 AM 0 118 0 118 0 44 5 49 2 0 0 2 0 0 0 0 169 08:00 AM 0 130 0 130 0 47 6 53 0 0 0 0 0 0 0 0 183 08:15 AM 0 139 0 139 0 47 2 49 2 0 0 2 0 0 0 0 190 Total Volume 0 506 0 506 0 180 14 194 8 0 1 9 0 0 0 0 709 % App. Total 0 100 0 0 92.8 7.2 88.9 0 11.1 0 0 0 PHF .000 .910 .000 .910 .000 .957 .583 .915 .500 .000 .250 .450 .000 .000 .000 .000 .933 Cars & Buses 0 481 0 481 0 163 13 176 7 0 1 8 0 0 0 0 665 % Cars & Buses 0 95.1 0 95.1 0 90.6 92.9 90.7 87.5 0 100 88.9 0 0 0 0 93.8 Trucks 0 25 0 25 0 17 1 18 1 0 0 1 0 0 0 0 44 % Trucks 0 4.9 0 4.9 0 9.4 7.1 9.3 12.5 0 0 11.1 0 0 0 0 6.2 Riverview Road Out In Total 488 176 664 26 18 44 514 194 708 13 163 0 1 17 0 14 180 0 Right Thru Left Peak Hour Data 2 21 23 Out Right 7 1 8 Total North 0 0 0 0 0 0 Left Peak Hour Begins at 07:30 AM 8 1 9 Thru 0 0 0 In In Cars & Buses 0 0 0 0 0 0 Thru Trucks Left 1 0 1 Maner Road 1 Total 13 14 0 0 0 Right Out 0 0 0 Left Thru Right 0 481 0 0 25 0 0 506 0 164 481 645 17 25 42 181 506 687 Out In Total Riverview Road Page 141 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250254 Riverview Road @ Maner Road Site Code : 20250254 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 3 Riverview Road Riverview Road Maner Road Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 1 78 0 79 0 187 1 188 3 0 0 3 0 0 0 0 270 05:15 PM 0 69 0 69 0 170 2 172 6 0 0 6 0 0 0 0 247 05:30 PM 0 89 0 89 0 181 1 182 1 0 1 2 0 0 0 0 273 05:45 PM 1 79 0 80 0 172 0 172 1 0 2 3 0 0 0 0 255 Total Volume 2 315 0 317 0 710 4 714 11 0 3 14 0 0 0 0 1045 % App. Total 0.6 99.4 0 0 99.4 0.6 78.6 0 21.4 0 0 0 PHF .500 .885 .000 .890 .000 .949 .500 .949 .458 .000 .375 .583 .000 .000 .000 .000 .957 Cars & Buses 2 305 0 307 0 689 4 693 11 0 3 14 0 0 0 0 1014 % Cars & Buses 100 96.8 0 96.8 0 97.0 100 97.1 100 0 100 100 0 0 0 0 97.0 Trucks 0 10 0 10 0 21 0 21 0 0 0 0 0 0 0 0 31 % Trucks 0 3.2 0 3.2 0 3.0 0 2.9 0 0 0 0 0 0 0 0 3.0 Riverview Road Out In Total 316 693 1009 10 21 31 326 714 1040 4 689 0 0 21 0 4 710 0 Right Thru Left Peak Hour Data 0 20 20 Out Right 0 Total 0 0 0 11 11 North 0 0 0 Left Peak Hour Begins at 05:00 PM 0 Thru 14 14 0 0 0 In In Cars & Buses 0 0 0 0 0 0 Thru Trucks Left 3 0 3 Maner Road 6 0 6 Total 0 0 0 Right Out 0 0 0 Left Thru Right 2 305 0 0 10 0 2 315 0 692 307 999 21 10 31 713 317 1030 Out In Total Riverview Road Page 142 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250255 SR 280 (S Cobb Dr) @ Elmwood Circle Site Code : 20250255 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 1 Groups Printed- Cars & Buses - Trucks Elmwood Circle SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 2 0 0 2 0 0 0 0 0 113 3 116 0 101 0 101 219 07:15 AM 8 0 2 10 0 0 0 0 0 93 3 96 0 152 0 152 258 07:30 AM 3 0 1 4 0 0 0 0 0 118 2 120 0 164 0 164 288 07:45 AM 4 0 0 4 0 0 0 0 0 171 1 172 0 181 0 181 357 Total 17 0 3 20 0 0 0 0 0 495 9 504 0 598 0 598 1122 08:00 AM 2 0 5 7 0 0 0 0 0 220 1 221 0 197 0 197 425 08:15 AM 3 0 2 5 0 0 0 0 0 234 2 236 0 183 0 183 424 08:30 AM 3 0 3 6 0 0 0 0 0 230 3 233 0 143 0 143 382 08:45 AM 4 0 0 4 0 0 0 0 0 165 3 168 0 157 0 157 329 Total 12 0 10 22 0 0 0 0 0 849 9 858 0 680 0 680 1560 *** BREAK *** 04:00 PM 2 0 3 5 0 0 0 0 0 158 8 166 0 152 0 152 323 04:15 PM 7 0 3 10 0 0 0 0 0 195 9 204 0 193 0 193 407 04:30 PM 4 0 1 5 0 0 0 0 0 218 5 223 2 229 0 231 459 04:45 PM 5 0 1 6 0 0 0 0 0 189 5 194 3 188 0 191 391 Total 18 0 8 26 0 0 0 0 0 760 27 787 5 762 0 767 1580 05:00 PM 0 0 0 0 0 0 0 0 0 209 4 213 1 203 0 204 417 05:15 PM 6 0 1 7 0 0 0 0 0 242 5 247 2 225 0 227 481 05:30 PM 5 0 0 5 0 0 0 0 0 237 4 241 1 185 0 186 432 05:45 PM 5 0 0 5 0 0 0 0 0 222 5 227 3 163 0 166 398 Total 16 0 1 17 0 0 0 0 0 910 18 928 7 776 0 783 1728 Grand Total 63 0 22 85 0 0 0 0 0 3014 63 3077 12 2816 0 2828 5990 Apprch % 74.1 0 25.9 0 0 0 0 98 2 0.4 99.6 0 Total % 1.1 0 0.4 1.4 0 0 0 0 0 50.3 1.1 51.4 0.2 47 0 47.2 Cars & Buses 63 0 22 85 0 0 0 0 0 2920 63 2983 12 2734 0 2746 5814 % Cars & Buses 100 0 100 100 0 0 0 0 0 96.9 100 96.9 100 97.1 0 97.1 97.1 Trucks 0 0 0 0 0 0 0 0 0 94 0 94 0 82 0 82 176 % Trucks 0 0 0 0 0 0 0 0 0 3.1 0 3.1 0 2.9 0 2.9 2.9 Page 143 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250255 SR 280 (S Cobb Dr) @ Elmwood Circle Site Code : 20250255 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 2 Elmwood Circle SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 4 0 0 4 0 0 0 0 0 171 1 172 0 181 0 181 357 08:00 AM 2 0 5 7 0 0 0 0 0 220 1 221 0 197 0 197 425 08:15 AM 3 0 2 5 0 0 0 0 0 234 2 236 0 183 0 183 424 08:30 AM 3 0 3 6 0 0 0 0 0 230 3 233 0 143 0 143 382 Total Volume 12 0 10 22 0 0 0 0 0 855 7 862 0 704 0 704 1588 % App. Total 54.5 0 45.5 0 0 0 0 99.2 0.8 0 100 0 PHF .750 .000 .500 .786 .000 .000 .000 .000 .000 .913 .583 .913 .000 .893 .000 .893 .934 Cars & Buses 12 0 10 22 0 0 0 0 0 825 7 832 0 671 0 671 1525 % Cars & Buses 100 0 100 100 0 0 0 0 0 96.5 100 96.5 0 95.3 0 95.3 96.0 Trucks 0 0 0 0 0 0 0 0 0 30 0 30 0 33 0 33 63 % Trucks 0 0 0 0 0 0 0 0 0 3.5 0 3.5 0 4.7 0 4.7 4.0 Out In Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Right Thru Left Peak Hour Data 63 Out SR 280 (S Cobb Dr) 865 835 Right 1515 1578 30 0 0 0 Total North 0 0 0 Left Peak Hour Begins at 07:45 AM Thru 30 In 704 671 832 862 30 704 671 In 33 825 855 Cars & Buses 33 Thru Trucks Left 7 0 7 Total 33 1569 1506 0 0 0 683 716 Right Out SR 280 (S Cobb Dr) 63 Left Thru Right 12 0 10 0 0 0 12 0 10 7 22 29 0 0 0 7 22 29 Out In Total Elmwood Circle Page 144 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250255 SR 280 (S Cobb Dr) @ Elmwood Circle Site Code : 20250255 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 3 Elmwood Circle SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 4 0 1 5 0 0 0 0 0 218 5 223 2 229 0 231 459 04:45 PM 5 0 1 6 0 0 0 0 0 189 5 194 3 188 0 191 391 05:00 PM 0 0 0 0 0 0 0 0 0 209 4 213 1 203 0 204 417 05:15 PM 6 0 1 7 0 0 0 0 0 242 5 247 2 225 0 227 481 Total Volume 15 0 3 18 0 0 0 0 0 858 19 877 8 845 0 853 1748 % App. Total 83.3 0 16.7 0 0 0 0 97.8 2.2 0.9 99.1 0 PHF .625 .000 .750 .643 .000 .000 .000 .000 .000 .886 .950 .888 .667 .922 .000 .923 .909 Cars & Buses 15 0 3 18 0 0 0 0 0 839 19 858 8 834 0 842 1718 % Cars & Buses 100 0 100 100 0 0 0 0 0 97.8 100 97.8 100 98.7 0 98.7 98.3 Trucks 0 0 0 0 0 0 0 0 0 19 0 19 0 11 0 11 30 % Trucks 0 0 0 0 0 0 0 0 0 2.2 0 2.2 0 1.3 0 1.3 1.7 Out In Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Right Thru Left Peak Hour Data 30 Out SR 280 (S Cobb Dr) 861 842 Right 1707 1737 19 0 0 0 Total North 0 0 0 Left Peak Hour Begins at 04:30 PM Thru 19 In 845 834 858 877 19 853 842 In 11 839 858 Cars & Buses 11 Thru Trucks Left 0 19 19 Total 11 1714 1684 8 0 8 849 860 Right Out 30 SR 280 (S Cobb Dr) Left Thru Right 15 0 3 0 0 0 15 0 3 27 18 45 0 0 0 27 18 45 Out In Total Elmwood Circle Page 145 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250256 SR 280 (S Cobb Dr) @ I-285 NB Ramp Site Code : 20250256 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 1 Groups Printed- Cars & Buses - Trucks I-285 NB Ramp I-285 NB Ramp SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 117 0 21 138 0 0 0 0 167 131 0 298 0 70 135 205 641 07:15 AM 168 0 20 188 0 0 0 0 168 113 0 281 0 82 142 224 693 07:30 AM 154 0 20 174 0 0 0 0 172 138 0 310 0 83 135 218 702 07:45 AM 166 0 16 182 0 0 0 0 142 161 0 303 0 95 126 221 706 Total 605 0 77 682 0 0 0 0 649 543 0 1192 0 330 538 868 2742 08:00 AM 158 0 23 181 0 0 0 0 145 198 0 343 0 102 130 232 756 08:15 AM 182 0 22 204 0 0 0 0 159 217 0 376 0 114 133 247 827 08:30 AM 163 1 19 183 0 0 0 0 134 225 0 359 0 94 103 197 739 08:45 AM 135 0 14 149 0 0 0 0 115 172 0 287 0 93 123 216 652 Total 638 1 78 717 0 0 0 0 553 812 0 1365 0 403 489 892 2974 *** BREAK *** 04:00 PM 173 0 19 192 0 0 0 0 159 199 0 358 0 125 110 235 785 04:15 PM 241 2 21 264 0 0 0 0 128 212 0 340 0 122 111 233 837 04:30 PM 222 1 17 240 0 0 0 0 140 237 0 377 0 155 105 260 877 04:45 PM 203 1 13 217 0 0 0 0 159 249 0 408 0 135 101 236 861 Total 839 4 70 913 0 0 0 0 586 897 0 1483 0 537 427 964 3360 05:00 PM 223 0 7 230 0 0 0 0 127 286 0 413 0 117 112 229 872 05:15 PM 159 0 9 168 0 0 0 0 142 282 0 424 0 144 125 269 861 05:30 PM 187 0 11 198 0 0 0 0 128 290 0 418 0 120 99 219 835 05:45 PM 146 0 10 156 0 0 0 0 118 295 0 413 0 103 101 204 773 Total 715 0 37 752 0 0 0 0 515 1153 0 1668 0 484 437 921 3341 Grand Total 2797 5 262 3064 0 0 0 0 2303 3405 0 5708 0 1754 1891 3645 12417 Apprch % 91.3 0.2 8.6 0 0 0 40.3 59.7 0 0 48.1 51.9 Total % 22.5 0 2.1 24.7 0 0 0 0 18.5 27.4 0 46 0 14.1 15.2 29.4 Cars & Buses 2712 5 235 2952 0 0 0 0 2182 3270 0 5452 0 1704 1794 3498 11902 % Cars & Buses 97 100 89.7 96.3 0 0 0 0 94.7 96 0 95.5 0 97.1 94.9 96 95.9 Trucks 85 0 27 112 0 0 0 0 121 135 0 256 0 50 97 147 515 % Trucks 3 0 10.3 3.7 0 0 0 0 5.3 4 0 4.5 0 2.9 5.1 4 4.1 Page 146 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250256 SR 280 (S Cobb Dr) @ I-285 NB Ramp Site Code : 20250256 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 2 I-285 NB Ramp I-285 NB Ramp SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 166 0 16 182 0 0 0 0 142 161 0 303 0 95 126 221 706 08:00 AM 158 0 23 181 0 0 0 0 145 198 0 343 0 102 130 232 756 08:15 AM 182 0 22 204 0 0 0 0 159 217 0 376 0 114 133 247 827 08:30 AM 163 1 19 183 0 0 0 0 134 225 0 359 0 94 103 197 739 Total Volume 669 1 80 750 0 0 0 0 580 801 0 1381 0 405 492 897 3028 % App. Total 89.2 0.1 10.7 0 0 0 42 58 0 0 45.2 54.8 PHF .919 .250 .870 .919 .000 .000 .000 .000 .912 .890 .000 .918 .000 .888 .925 .908 .915 Cars & Buses 646 1 71 718 0 0 0 0 535 759 0 1294 0 380 458 838 2850 % Cars & Buses 96.6 100 88.8 95.7 0 0 0 0 92.2 94.8 0 93.7 0 93.8 93.1 93.4 94.1 Trucks 23 0 9 32 0 0 0 0 45 42 0 87 0 25 34 59 178 % Trucks 3.4 0 11.3 4.3 0 0 0 0 7.8 5.2 0 6.3 0 6.2 6.9 6.6 5.9 I-285 NB Ramp Out In Total 994 0 994 79 0 79 1073 0 1073 0 0 0 0 0 0 0 0 0 Right Thru Left Peak Hour Data Out 135 SR 280 (S Cobb Dr) 881 830 Right 2320 2455 51 Total 492 458 45 North 34 535 580 Left Peak Hour Begins at 07:45 AM Thru 87 In 405 380 42 897 838 In 25 1294 1381 759 801 Cars & Buses 59 Thru Trucks Left 0 0 0 Total 48 1778 1668 0 0 0 110 Right Out 1026 1074 SR 280 (S Cobb Dr) Left Thru Right 646 1 71 23 0 9 669 1 80 0 718 718 0 32 32 0 750 750 Out In Total I-285 NB Ramp Page 147 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250256 SR 280 (S Cobb Dr) @ I-285 NB Ramp Site Code : 20250256 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 3 I-285 NB Ramp I-285 NB Ramp SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 222 1 17 240 0 0 0 0 140 237 0 377 0 155 105 260 877 04:45 PM 203 1 13 217 0 0 0 0 159 249 0 408 0 135 101 236 861 05:00 PM 223 0 7 230 0 0 0 0 127 286 0 413 0 117 112 229 872 05:15 PM 159 0 9 168 0 0 0 0 142 282 0 424 0 144 125 269 861 Total Volume 807 2 46 855 0 0 0 0 568 1054 0 1622 0 551 443 994 3471 % App. Total 94.4 0.2 5.4 0 0 0 35 65 0 0 55.4 44.6 PHF .905 .500 .676 .891 .000 .000 .000 .000 .893 .921 .000 .956 .000 .889 .886 .924 .989 Cars & Buses 788 2 42 832 0 0 0 0 551 1012 0 1563 0 546 432 978 3373 % Cars & Buses 97.6 100 91.3 97.3 0 0 0 0 97.0 96.0 0 96.4 0 99.1 97.5 98.4 97.2 Trucks 19 0 4 23 0 0 0 0 17 42 0 59 0 5 11 16 98 % Trucks 2.4 0 8.7 2.7 0 0 0 0 3.0 4.0 0 3.6 0 0.9 2.5 1.6 2.8 I-285 NB Ramp Out In Total 985 0 985 28 0 28 1013 0 1013 0 0 0 0 0 0 0 0 0 Right Thru Left Peak Hour Data 83 1100 1054 Out SR 280 (S Cobb Dr) Right 2897 2980 46 Total 443 432 17 North 11 551 568 Left Peak Hour Begins at 04:30 PM Thru 59 In 551 546 42 994 978 In 1563 1622 Cars & Buses 16 5 1012 1054 Thru Trucks Left 0 0 0 Total 24 2094 2032 0 0 0 Right Out 1334 1358 62 SR 280 (S Cobb Dr) Left Thru Right 788 2 42 19 0 4 807 2 46 0 832 832 0 23 23 0 855 855 Out In Total I-285 NB Ramp Page 148 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250257 SR 280 (S Cobb Dr) @ Riverview Road - Site Code : 20250257 Maner Road Start Date : 08-05-2025 7-9 am | 4-6 pm Page No : 1 Groups Printed- Cars & Buses - Trucks Riverview Road Maner Road SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right U-Turn App. Total Left Thru Right App. Total Int. Total 07:00 AM 90 20 12 122 7 2 26 35 26 97 42 0 165 3 94 6 103 425 07:15 AM 69 24 12 105 6 2 23 31 25 78 38 1 142 7 133 20 160 438 07:30 AM 67 39 17 123 8 4 27 39 26 95 35 1 157 4 137 26 167 486 07:45 AM 61 28 31 120 10 7 19 36 30 131 38 3 202 4 148 33 185 543 Total 287 111 72 470 31 15 95 141 107 401 153 5 666 18 512 85 615 1892 08:00 AM 68 18 44 130 8 12 20 40 28 169 39 0 236 2 169 28 199 605 08:15 AM 65 29 47 141 10 4 31 45 25 179 37 2 243 8 145 33 186 615 08:30 AM 52 42 28 122 12 6 23 41 28 193 30 6 257 5 117 24 146 566 08:45 AM 69 22 18 109 14 5 13 32 23 136 26 2 187 5 138 18 161 489 Total 254 111 137 502 44 27 87 158 104 677 132 10 923 20 569 103 692 2275 *** BREAK *** 04:00 PM 88 5 13 106 27 41 27 95 20 126 55 2 203 13 128 13 154 558 04:15 PM 50 11 19 80 34 58 16 108 26 151 75 0 252 23 165 12 200 640 04:30 PM 54 5 22 81 25 43 12 80 24 176 89 3 292 25 199 9 233 686 04:45 PM 81 12 10 103 23 41 19 83 26 161 85 4 276 22 157 14 193 655 Total 273 33 64 370 109 183 74 366 96 614 304 9 1023 83 649 48 780 2539 05:00 PM 55 10 16 81 29 51 20 100 28 168 113 0 309 24 167 12 203 693 05:15 PM 56 6 13 75 28 36 18 82 20 206 115 3 344 21 191 19 231 732 05:30 PM 57 12 21 90 25 53 14 92 18 195 110 1 324 19 158 13 190 696 05:45 PM 55 10 15 80 33 59 9 101 21 179 95 4 299 18 144 6 168 648 Total 223 38 65 326 115 199 61 375 87 748 433 8 1276 82 660 50 792 2769 Grand Total 1037 293 338 1668 299 424 317 1040 394 2440 1022 32 3888 203 2390 286 2879 9475 Apprch % 62.2 17.6 20.3 28.8 40.8 30.5 10.1 62.8 26.3 0.8 7.1 83 9.9 Total % 10.9 3.1 3.6 17.6 3.2 4.5 3.3 11 4.2 25.8 10.8 0.3 41 2.1 25.2 3 30.4 Cars & Buses 977 280 327 1584 296 415 311 1022 381 2360 953 32 3726 198 2319 280 2797 9129 % Cars & Buses 94.2 95.6 96.7 95 99 97.9 98.1 98.3 96.7 96.7 93.2 100 95.8 97.5 97 97.9 97.2 96.3 Trucks 60 13 11 84 3 9 6 18 13 80 69 0 162 5 71 6 82 346 % Trucks 5.8 4.4 3.3 5 1 2.1 1.9 1.7 3.3 3.3 6.8 0 4.2 2.5 3 2.1 2.8 3.7 Page 149 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250257 SR 280 (S Cobb Dr) @ Riverview Road - Site Code : 20250257 Maner Road Start Date : 08-05-2025 7-9 am | 4-6 pm Page No : 2 Riverview Road Maner Road SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right U-Turn App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 61 28 31 120 10 7 19 36 30 131 38 3 202 4 148 33 185 543 08:00 AM 68 18 44 130 8 12 20 40 28 169 39 0 236 2 169 28 199 605 08:15 AM 65 29 47 141 10 4 31 45 25 179 37 2 243 8 145 33 186 615 08:30 AM 52 42 28 122 12 6 23 41 28 193 30 6 257 5 117 24 146 566 Total Volume 246 117 150 513 40 29 93 162 111 672 144 11 938 19 579 118 716 2329 % App. Total 48 22.8 29.2 24.7 17.9 57.4 11.8 71.6 15.4 1.2 2.7 80.9 16.5 PHF .904 .696 .798 .910 .833 .604 .750 .900 .925 .870 .923 .458 .912 .594 .857 .894 .899 .947 Cars & Buses 226 112 148 486 40 28 91 159 108 644 127 11 890 19 549 115 683 2218 % Cars & Buses 91.9 95.7 98.7 94.7 100 96.6 97.8 98.1 97.3 95.8 88.2 100 94.9 100 94.8 97.5 95.4 95.2 Trucks 20 5 2 27 0 1 2 3 3 28 17 0 48 0 30 3 33 111 % Trucks 8.1 4.3 1.3 5.3 0 3.4 2.2 1.9 2.7 4.2 11.8 0 5.1 0 5.2 2.5 4.6 4.8 Maner Road Out In Total 335 159 494 11 3 14 346 162 508 91 28 40 2 1 0 93 29 40 Right Thru Left Peak Hour Data 3 Out SR 280 (S Cobb Dr) 100 862 832 108 111 Right 1756 1856 Left 30 Total North 118 115 3 28 Peak Hour Begins at 07:45 AM 644 672 Thru 48 Thru In 579 549 890 938 716 683 In 30 Cars & Buses 33 17 Trucks 127 144 Left Right Total 19 19 52 1578 1515 0 866 918 0 Out 11 11 63 SR 280 (S Cobb Dr) U-Turn Left Thru Right 226 112 148 20 5 2 246 117 150 174 486 660 18 27 45 192 513 705 Out In Total Riverview Road Page 150 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250257 SR 280 (S Cobb Dr) @ Riverview Road - Site Code : 20250257 Maner Road Start Date : 08-05-2025 7-9 am | 4-6 pm Page No : 3 Riverview Road Maner Road SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right U-Turn App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 81 12 10 103 23 41 19 83 26 161 85 4 276 22 157 14 193 655 05:00 PM 55 10 16 81 29 51 20 100 28 168 113 0 309 24 167 12 203 693 05:15 PM 56 6 13 75 28 36 18 82 20 206 115 3 344 21 191 19 231 732 05:30 PM 57 12 21 90 25 53 14 92 18 195 110 1 324 19 158 13 190 696 Total Volume 249 40 60 349 105 181 71 357 92 730 423 8 1253 86 673 58 817 2776 % App. Total 71.3 11.5 17.2 29.4 50.7 19.9 7.3 58.3 33.8 0.6 10.5 82.4 7.1 PHF .769 .833 .714 .847 .905 .854 .888 .893 .821 .886 .920 .500 .911 .896 .881 .763 .884 .948 Cars & Buses 243 40 59 342 105 178 71 354 92 717 399 8 1216 85 664 58 807 2719 % Cars & Buses 97.6 100 98.3 98.0 100 98.3 100 99.2 100 98.2 94.3 100 97.0 98.8 98.7 100 98.8 97.9 Trucks 6 0 1 7 0 3 0 3 0 13 24 0 37 1 9 0 10 57 % Trucks 2.4 0 1.7 2.0 0 1.7 0 0.8 0 1.8 5.7 0 3.0 1.2 1.3 0 1.2 2.1 Maner Road Out In Total 190 354 544 0 3 3 190 357 547 71 178 105 0 3 0 71 181 105 Right Thru Left Peak Hour Data 0 52 92 92 Out SR 280 (S Cobb Dr) 895 881 Right 2194 2246 Left 14 Total North 58 58 0 13 Peak Hour Begins at 04:45 PM 717 730 Thru 37 Thru In 673 664 817 807 In 1216 1253 Cars & Buses 10 9 24 Trucks 399 423 Left Right Total 86 85 15 1712 1688 1 978 993 8 0 8 Out 24 SR 280 (S Cobb Dr) U-Turn Left Thru Right 243 40 59 6 0 1 249 40 60 662 342 1004 28 7 35 690 349 1039 Out In Total Riverview Road Page 151 of 1313L I N E A R R EGRESSION OF D A I L Y T RAFFIC Page 152 of 1313 Location Growth Rate R Squared Station ID Route 2018 2019 2021 2022 2023 S Cobb Dr (SE of Elmwood Cir) ‐1.4% 0.18 067‐2601 00028000 17,800 17,900 19,100 16,700 16,900 S Cobb Dr (N of Oak Dr) 1.2% 0.11 067‐2603 00028000 39,000 44,800 40,200 41,900 43,800 Bolton Rd (NE of Browntown Rd) 1.2% 0.17 121‐5274 00348403 17,100 18,800 17,200 17,900 19,000 James Jackson Pkwy (NW of Old Georgian Ter) ‐0.1% 0.01 121‐5445 00028000 16,000 16,100 15,800 15,900 16,100 Church Rd (E of N Church Ln) ‐2.0% 0.58 067‐2317 00289800 7,480 7,630 7,530 6,900 7,080 Weighted Average 0.3% 0.03 Sum of Count Stations =  97,380 105,230 99,830 99,300 102,880 Location Traffic Counter RCLINK 2018 2019 2021 2022 2023 S Cobb Dr (SE of Elmwood Cir) 067‐2601 00028000 17,800 17,900 19,100 16,700 16,900 Trend Line 20,000 19,000 18,000 Title   17,000 Axis 16,000 15,000 2018 2019 2021 2022 2023 Growth Rate ‐1.4% Intercept 410,052 Slope ‐194.19 Trend Line 18,185 17,991 17,602 17,408 17,214 Location Traffic Counter RCLINK 2018 2019 2021 2022 2023 S Cobb Dr (N of Oak Dr) 067‐2603 00028000 39,000 44,800 40,200 41,900 43,800 Trend Line 46,000 44,000 42,000 Title   40,000 Axis 38,000 36,000 2018 2019 2021 2022 2023 Growth Rate 1.2% Intercept ‐754,552 Slope 394.19 Trend Line 40,915 41,309 42,098 42,492 42,886 Location Traffic Counter RCLINK 2018 2019 2021 2022 2023 Bolton Rd (NE of Browntown Rd) 121‐5274 00348403 17,100 18,800 17,200 17,900 19,000 Trend Line 20,000 19,000 Title   18,000 Axis 17,000 16,000 2018 2019 2021 2022 2023 Growth Rate 1.2% Intercept ‐334,430 Slope 174.42 Trend Line 17,547 17,721 18,070 18,244 18,419 Location Traffic Counter RCLINK 2018 2019 2021 2022 2023 James Jackson Pkwy (NW of Old Georgian Ter) 121‐5445 00028000 16,000 16,100 15,800 15,900 16,100 Trend Line 16,200 16,100 16,000 Title   15,900 Axis 15,800 15,700 15,600 2018 2019 2021 2022 2023 Growth Rate ‐0.1% Intercept 32,427 Slope ‐8.14 Trend Line 16,001 15,993 15,977 15,969 15,960 Location Traffic Counter RCLINK 2018 2019 2021 2022 2023 Church Rd (E of N Church Ln) 067‐2317 00289800 7,480 7,630 7,530 6,900 7,080 Trend Line 8,000 7,500 Title   Axis 7,000 6,500 2018 2019 2021 2022 2023 Growth Rate ‐2.0% Intercept 241,338 Slope ‐115.81 Trend Line 7,625 7,509 7,278 7,162 7,046 Weighted Average 2018 2019 2021 2022 2023 Sum of Count Stations 97,380 105,230 99,830 99,300 102,880 Trend Line 110,000 105,000 Title   100,000 Axis 95,000 90,000 2018 2019 2021 2022 2023 Growth Rate 0.3% Intercept ‐405,166 Slope 250.47 Trend Line 100,273 100,523 101,024 101,275 101,525 Page 153 of 1313E X I S T I N G I NTERSECTION A NALYSIS Page 154 of 1313HCM 6th TWSC 1a Existing 2025 AM 1: Riverview Rd & Maner Rd 11-04-2025 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 1 0 506 180 14 Future Vol, veh/h 8 1 0 506 180 14 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 13 2 2 5 9 7 Mvmt Flow 9 1 0 544 194 15 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 746 202 209 0 - 0 Stage 1 202 - - - - - Stage 2 544 - - - - - Critical Hdwy 6.53 6.22 4.12 - - - Critical Hdwy Stg 1 5.53 - - - - - Critical Hdwy Stg 2 5.53 - - - - - Follow-up Hdwy 3.617 3.318 2.218 - - - Pot Cap-1 Maneuver 366 839 1362 - - - Stage 1 806 - - - - - Stage 2 560 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 366 839 1362 - - - Mov Cap-2 Maneuver 366 - - - - - Stage 1 806 - - - - - Stage 2 560 - - - - - Approach EB NB SB HCM Control Delay, s 14.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1362 - 390 - - HCM Lane V/C Ratio - - 0.025 - - HCM Control Delay (s) 0 - 14.5 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 155 of 1313HCM 6th TWSC 1a Existing 2025 AM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-04-2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 855 7 0 704 12 10 Future Vol, veh/h 855 7 0 704 12 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 4 2 2 5 2 2 Mvmt Flow 919 8 0 757 13 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 927 0 1298 460 Stage 1 - - - - 919 - Stage 2 - - - - 379 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 733 - 153 548 Stage 1 - - - - 349 - Stage 2 - - - - 662 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 733 - 153 548 Mov Cap-2 Maneuver - - - - 269 - Stage 1 - - - - 349 - Stage 2 - - - - 662 - Approach EB WB NB HCM Control Delay, s 0 0 16 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 350 - - 733 - HCM Lane V/C Ratio 0.068 - - - - HCM Control Delay (s) 16 - - 0 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 156 of 1313Timings 1a Existing 2025 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 122 672 144 19 579 118 117 150 29 Future Volume (vph) 122 672 144 19 579 118 117 150 29 Lane Group Flow (vph) 128 707 152 20 609 124 382 158 171 Turn Type pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 6 6 2 2 4 Detector Phase 1 6 6 2 2 2 4 4 8 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 13.0 50.0 50.0 37.0 37.0 37.0 45.0 45.0 45.0 Total Split (%) 9.3% 35.7% 35.7% 26.4% 26.4% 26.4% 32.1% 32.1% 32.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.37 0.44 0.21 0.08 0.50 0.20 0.92 0.34 0.75 Control Delay 23.6 24.1 5.5 34.8 36.9 6.7 77.5 13.4 61.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.6 24.1 5.5 34.8 36.9 6.7 77.5 13.4 61.3 Queue Length 50th (ft) 65 225 8 12 237 0 343 27 114 Queue Length 95th (ft) 121 317 54 38 346 51 #524 89 189 Internal Link Dist (ft) 546 347 374 946 Turn Bay Length (ft) 155 200 200 300 180 Base Capacity (vph) 347 1606 732 250 1206 625 448 496 476 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.44 0.21 0.08 0.50 0.20 0.85 0.32 0.36 Intersection Summary Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 125 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 157 of 1313HCM 6th Signalized Intersection Summary 1a Existing 2025 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 122 672 144 19 579 118 246 117 150 40 29 93 Future Volume (veh/h) 122 672 144 19 579 118 246 117 150 40 29 93 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1670 1657 1550 1683 1643 1670 1603 1657 1683 1683 1670 1683 Adj Flow Rate, veh/h 128 707 0 20 609 0 259 123 0 42 31 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 4 12 2 5 3 8 4 2 2 3 2 Cap, veh/h 417 1869 369 1594 275 131 53 39 Arrive On Green 0.05 0.59 0.00 0.51 0.51 0.00 0.25 0.25 0.00 0.06 0.06 0.00 Sat Flow, veh/h 1590 3148 1314 667 3122 1415 1086 516 1427 934 689 0 Grp Volume(v), veh/h 128 707 0 20 609 0 382 0 0 73 0 0 Grp Sat Flow(s),veh/h/ln 1590 1574 1314 667 1561 1415 1602 0 1427 1623 0 0 Q Serve(g_s), s 5.2 16.5 0.0 2.3 16.6 0.0 32.7 0.0 0.0 6.2 0.0 0.0 Cycle Q Clear(g_c), s 5.2 16.5 0.0 7.1 16.6 0.0 32.7 0.0 0.0 6.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.68 1.00 0.58 0.00 Lane Grp Cap(c), veh/h 417 1869 369 1594 406 0 92 0 V/C Ratio(X) 0.31 0.38 0.05 0.38 0.94 0.00 0.79 0.00 Avail Cap(c_a), veh/h 432 1869 369 1594 464 0 470 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.90 0.90 0.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 15.2 14.9 0.0 19.8 20.8 0.0 51.3 0.0 0.0 65.2 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.5 0.0 0.3 0.7 0.0 26.1 0.0 0.0 14.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 5.7 0.0 0.4 6.0 0.0 15.9 0.0 0.0 2.9 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.6 15.4 0.0 20.1 21.5 0.0 77.4 0.0 0.0 79.4 0.0 0.0 LnGrp LOS B B C C E A E A Approach Vol, veh/h 835 629 382 73 Approach Delay, s/veh 15.4 21.5 77.4 79.4 Approach LOS B C E E Timer - Assigned Phs 1 2 4 6 8 Phs Duration (G+Y+Rc), s 11.7 76.0 39.9 87.6 12.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.5 32.5 40.5 45.5 40.5 Max Q Clear Time (g_c+I1), s 7.2 18.6 34.7 18.5 8.2 Green Ext Time (p_c), s 0.0 4.4 0.7 6.6 0.2 Intersection Summary HCM 6th Ctrl Delay 32.2 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 158 of 1313Timings 1a Existing 2025 AM 4: SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 580 801 405 492 670 80 Future Volume (vph) 580 801 405 492 670 80 Lane Group Flow (vph) 630 871 440 535 728 87 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 1 6 2 2 3 4 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 6.0 6.0 Minimum Split (s) 9.5 27.5 23.5 23.5 26.5 26.5 Total Split (s) 30.0 60.0 30.0 30.0 33.0 27.0 Total Split (%) 25.0% 50.0% 25.0% 25.0% 27.5% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.80 0.43 0.41 0.64 0.92 0.50 Control Delay 50.7 14.2 35.1 7.0 63.1 18.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.7 14.2 35.1 7.0 63.1 18.9 Queue Length 50th (ft) 245 186 146 0 294 0 Queue Length 95th (ft) 299 256 220 107 #406 46 Internal Link Dist (ft) 349 546 Turn Bay Length (ft) 330 380 Base Capacity (vph) 799 2048 1073 842 807 350 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.79 0.43 0.41 0.64 0.90 0.25 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 159 of 1313HCM 6th Signalized Intersection Summary 1a Existing 2025 AM 4: SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 580 801 0 0 405 492 670 0 80 0 0 0 Future Volume (veh/h) 580 801 0 0 405 492 670 0 80 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1781 1826 0 0 1811 1796 1856 0 1737 Adj Flow Rate, veh/h 630 871 0 0 440 535 728 0 87 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8 5 0 0 6 7 3 0 11 Cap, veh/h 680 2414 0 0 1554 688 786 0 337 Arrive On Green 0.21 0.70 0.00 0.00 0.45 0.45 0.23 0.00 0.23 Sat Flow, veh/h 3291 3561 0 0 3532 1522 3428 0 1472 Grp Volume(v), veh/h 630 871 0 0 440 535 728 0 87 Grp Sat Flow(s),veh/h/ln 1646 1735 0 0 1721 1522 1714 0 1472 Q Serve(g_s), s 22.5 12.2 0.0 0.0 9.6 35.7 24.9 0.0 5.8 Cycle Q Clear(g_c), s 22.5 12.2 0.0 0.0 9.6 35.7 24.9 0.0 5.8 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 680 2414 0 0 1554 688 786 0 337 V/C Ratio(X) 0.93 0.36 0.00 0.00 0.28 0.78 0.93 0.00 0.26 Avail Cap(c_a), veh/h 699 2414 0 0 1554 688 814 0 350 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.85 0.85 1.00 0.00 1.00 Uniform Delay (d), s/veh 46.7 7.4 0.0 0.0 20.7 27.8 45.3 0.0 37.9 Incr Delay (d2), s/veh 18.1 0.4 0.0 0.0 0.4 7.3 16.2 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.6 4.0 0.0 0.0 3.8 14.3 12.4 0.0 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 64.8 7.8 0.0 0.0 21.1 35.1 61.4 0.0 38.3 LnGrp LOS E A A A C D E A D Approach Vol, veh/h 1501 975 815 Approach Delay, s/veh 31.8 28.8 59.0 Approach LOS C C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 29.3 58.7 88.0 32.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 25.5 55.5 28.5 Max Q Clear Time (g_c+I1), s 24.5 37.7 14.2 26.9 Green Ext Time (p_c), s 0.3 0.0 9.5 0.6 Intersection Summary HCM 6th Ctrl Delay 37.6 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 160 of 1313HCM 6th TWSC 1b Existing 2025 PM 1: Riverview Rd & Maner Rd 11-04-2025 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 11 3 2 315 710 4 Future Vol, veh/h 11 3 2 315 710 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 3 3 2 Mvmt Flow 11 3 2 328 740 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1074 742 744 0 - 0 Stage 1 742 - - - - - Stage 2 332 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 243 416 864 - - - Stage 1 471 - - - - - Stage 2 727 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 242 416 864 - - - Mov Cap-2 Maneuver 242 - - - - - Stage 1 470 - - - - - Stage 2 727 - - - - - Approach EB NB SB HCM Control Delay, s 19.3 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 864 - 266 - - HCM Lane V/C Ratio 0.002 - 0.055 - - HCM Control Delay (s) 9.2 0 19.3 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 161 of 1313HCM 6th TWSC 1b Existing 2025 PM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-04-2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 858 19 8 845 15 3 Future Vol, veh/h 858 19 8 845 15 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 943 21 9 929 16 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 964 0 1426 472 Stage 1 - - - - 943 - Stage 2 - - - - 483 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 710 - 126 538 Stage 1 - - - - 339 - Stage 2 - - - - 586 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 710 - 124 538 Mov Cap-2 Maneuver - - - - 246 - Stage 1 - - - - 339 - Stage 2 - - - - 578 - Approach EB WB NB HCM Control Delay, s 0 0.1 19.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 270 - - 710 - HCM Lane V/C Ratio 0.073 - - 0.012 - HCM Control Delay (s) 19.4 - - 10.1 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 0.2 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 162 of 1313Timings 1b Existing 2025 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 100 730 423 86 673 58 40 60 181 Future Volume (vph) 100 730 423 86 673 58 40 60 181 Lane Group Flow (vph) 105 768 445 91 708 61 304 63 377 Turn Type pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 6 6 2 2 4 Detector Phase 1 6 6 2 2 2 4 4 8 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 11.0 76.0 76.0 65.0 65.0 65.0 48.0 48.0 56.0 Total Split (%) 6.1% 42.2% 42.2% 36.1% 36.1% 36.1% 26.7% 26.7% 31.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.44 0.52 0.56 0.46 0.58 0.10 0.89 0.18 0.91 Control Delay 38.9 38.2 13.4 54.6 48.2 8.0 96.5 11.8 90.4 Queue Delay 0.0 0.8 0.5 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.9 39.0 13.9 54.6 48.2 8.0 96.5 11.8 90.4 Queue Length 50th (ft) 77 363 108 90 389 0 364 0 441 Queue Length 95th (ft) 133 470 248 165 470 36 #484 44 #581 Internal Link Dist (ft) 546 347 374 946 Turn Bay Length (ft) 155 200 200 300 180 Base Capacity (vph) 241 1463 801 199 1229 583 388 392 464 Starvation Cap Reductn 0 385 107 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.44 0.71 0.64 0.46 0.58 0.10 0.78 0.16 0.81 Intersection Summary Cycle Length: 180 Actuated Cycle Length: 180 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 135 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 163 of 1313HCM 6th Signalized Intersection Summary 1b Existing 2025 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 100 730 423 86 673 58 249 40 60 105 181 71 Future Volume (veh/h) 100 730 423 86 673 58 249 40 60 105 181 71 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1683 1683 1630 1697 1697 1683 1683 1683 1683 1683 1683 1683 Adj Flow Rate, veh/h 105 768 0 91 708 0 262 42 0 111 191 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 6 1 1 2 2 2 2 2 2 2 Cap, veh/h 310 1691 281 1508 279 45 119 205 Arrive On Green 0.04 0.53 0.00 0.47 0.47 0.00 0.20 0.20 0.00 0.20 0.20 0.00 Sat Flow, veh/h 1603 3198 1381 635 3224 1427 1391 223 1427 608 1045 0 Grp Volume(v), veh/h 105 768 0 91 708 0 304 0 0 302 0 0 Grp Sat Flow(s),veh/h/ln 1603 1599 1381 635 1612 1427 1614 0 1427 1653 0 0 Q Serve(g_s), s 6.1 26.8 0.0 18.7 27.0 0.0 33.4 0.0 0.0 32.4 0.0 0.0 Cycle Q Clear(g_c), s 6.1 26.8 0.0 34.5 27.0 0.0 33.4 0.0 0.0 32.4 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.86 1.00 0.37 0.00 Lane Grp Cap(c), veh/h 310 1691 281 1508 323 0 324 0 V/C Ratio(X) 0.34 0.45 0.32 0.47 0.94 0.00 0.93 0.00 Avail Cap(c_a), veh/h 310 1691 281 1508 390 0 473 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.85 0.85 0.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 25.4 26.3 0.0 40.4 32.7 0.0 70.9 0.0 0.0 71.2 0.0 0.0 Incr Delay (d2), s/veh 0.5 0.8 0.0 3.0 1.1 0.0 28.1 0.0 0.0 20.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 10.3 0.0 3.2 10.7 0.0 16.3 0.0 0.0 15.5 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 26.0 27.0 0.0 43.4 33.7 0.0 99.0 0.0 0.0 91.3 0.0 0.0 LnGrp LOS C C D C F A F A Approach Vol, veh/h 873 799 304 302 Approach Delay, s/veh 26.9 34.8 99.0 91.3 Approach LOS C C F F Timer - Assigned Phs 1 2 4 6 8 Phs Duration (G+Y+Rc), s 11.0 88.7 40.6 99.7 39.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 60.5 43.5 71.5 51.5 Max Q Clear Time (g_c+I1), s 8.1 36.5 35.4 28.8 34.4 Green Ext Time (p_c), s 0.0 7.7 0.6 8.1 0.9 Intersection Summary HCM 6th Ctrl Delay 47.8 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 164 of 1313Timings 1b Existing 2025 PM 4: SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 568 1054 551 443 809 46 Future Volume (vph) 568 1054 551 443 809 46 Lane Group Flow (vph) 574 1065 557 447 817 46 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 1 6 2 2 3 4 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 6.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 28.0 56.0 28.0 28.0 37.0 27.0 Total Split (%) 23.3% 46.7% 23.3% 23.3% 30.8% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.79 0.52 0.45 0.54 0.91 0.28 Control Delay 53.1 16.1 34.0 5.7 58.5 4.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.1 16.1 34.0 5.7 58.5 4.2 Queue Length 50th (ft) 226 268 191 0 325 0 Queue Length 95th (ft) 279 330 264 86 #434 1 Internal Link Dist (ft) 349 546 Turn Bay Length (ft) 330 380 Base Capacity (vph) 743 2062 1228 832 929 355 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.77 0.52 0.45 0.54 0.88 0.13 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 165 of 1313HCM 6th Signalized Intersection Summary 1b Existing 2025 PM 4: SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 568 1054 0 0 551 443 809 0 46 0 0 0 Future Volume (veh/h) 568 1054 0 0 551 443 809 0 46 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1841 0 0 1885 1856 1870 0 1767 Adj Flow Rate, veh/h 574 1065 0 0 557 447 817 0 46 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 3 4 0 0 1 3 2 0 9 Cap, veh/h 632 2341 0 0 1604 704 883 0 383 Arrive On Green 0.18 0.67 0.00 0.00 0.45 0.45 0.26 0.00 0.26 Sat Flow, veh/h 3428 3589 0 0 3676 1572 3456 0 1497 Grp Volume(v), veh/h 574 1065 0 0 557 447 817 0 46 Grp Sat Flow(s),veh/h/ln 1714 1749 0 0 1791 1572 1728 0 1497 Q Serve(g_s), s 19.7 17.4 0.0 0.0 12.2 26.3 27.7 0.0 2.8 Cycle Q Clear(g_c), s 19.7 17.4 0.0 0.0 12.2 26.3 27.7 0.0 2.8 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 632 2341 0 0 1604 704 883 0 383 V/C Ratio(X) 0.91 0.45 0.00 0.00 0.35 0.63 0.92 0.00 0.12 Avail Cap(c_a), veh/h 671 2341 0 0 1604 704 936 0 405 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.79 0.79 1.00 0.00 1.00 Uniform Delay (d), s/veh 48.0 9.4 0.0 0.0 21.7 25.6 43.5 0.0 34.3 Incr Delay (d2), s/veh 15.8 0.6 0.0 0.0 0.5 3.4 14.2 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.5 5.9 0.0 0.0 5.0 10.5 13.6 0.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 63.8 10.1 0.0 0.0 22.1 29.0 57.7 0.0 34.4 LnGrp LOS E B A A C C E A C Approach Vol, veh/h 1639 1004 863 Approach Delay, s/veh 28.9 25.2 56.5 Approach LOS C C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 26.6 58.2 84.8 35.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 23.5 23.5 51.5 32.5 Max Q Clear Time (g_c+I1), s 21.7 28.3 19.4 29.7 Green Ext Time (p_c), s 0.4 0.0 11.6 1.0 Intersection Summary HCM 6th Ctrl Delay 34.6 HCM 6th LOS C A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 166 of 1313F U T U R E “N O -B UILD ” 2 0 2 7 I NTERSECTION A NALYSIS Page 167 of 1313HCM 6th TWSC 2a No Build 2027 AM 1: Riverview Rd & Maner Rd 11-04-2025 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 1 0 516 184 14 Future Vol, veh/h 8 1 0 516 184 14 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 13 2 2 5 9 7 Mvmt Flow 9 1 0 555 198 15 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 761 206 213 0 - 0 Stage 1 206 - - - - - Stage 2 555 - - - - - Critical Hdwy 6.53 6.22 4.12 - - - Critical Hdwy Stg 1 5.53 - - - - - Critical Hdwy Stg 2 5.53 - - - - - Follow-up Hdwy 3.617 3.318 2.218 - - - Pot Cap-1 Maneuver 358 835 1357 - - - Stage 1 803 - - - - - Stage 2 554 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 358 835 1357 - - - Mov Cap-2 Maneuver 358 - - - - - Stage 1 803 - - - - - Stage 2 554 - - - - - Approach EB NB SB HCM Control Delay, s 14.7 0 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1357 - 382 - - HCM Lane V/C Ratio - - 0.025 - - HCM Control Delay (s) 0 - 14.7 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 168 of 1313HCM 6th TWSC 2a No Build 2027 AM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-04-2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 872 7 0 718 12 10 Future Vol, veh/h 872 7 0 718 12 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 4 2 2 5 2 2 Mvmt Flow 938 8 0 772 13 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 946 0 1324 469 Stage 1 - - - - 938 - Stage 2 - - - - 386 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 721 - 147 541 Stage 1 - - - - 341 - Stage 2 - - - - 656 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 721 - 147 541 Mov Cap-2 Maneuver - - - - 262 - Stage 1 - - - - 341 - Stage 2 - - - - 656 - Approach EB WB NB HCM Control Delay, s 0 0 16.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 342 - - 721 - HCM Lane V/C Ratio 0.069 - - - - HCM Control Delay (s) 16.3 - - 0 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 169 of 1313Timings 2a No Build 2027 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 124 685 147 19 591 120 119 153 30 Future Volume (vph) 124 685 147 19 591 120 119 153 30 Lane Group Flow (vph) 131 721 155 20 622 126 389 161 175 Turn Type pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 6 6 2 2 4 Detector Phase 1 6 6 2 2 2 4 4 8 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 13.0 50.0 50.0 37.0 37.0 37.0 45.0 45.0 45.0 Total Split (%) 9.3% 35.7% 35.7% 26.4% 26.4% 26.4% 32.1% 32.1% 32.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.39 0.45 0.21 0.08 0.53 0.20 0.93 0.34 0.75 Control Delay 24.2 24.7 5.8 35.5 38.2 6.8 78.5 13.8 61.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.2 24.7 5.8 35.5 38.2 6.8 78.5 13.8 61.9 Queue Length 50th (ft) 68 233 10 12 246 0 351 29 118 Queue Length 95th (ft) 124 327 56 38 356 52 #540 92 194 Internal Link Dist (ft) 546 347 374 946 Turn Bay Length (ft) 155 200 200 300 180 Base Capacity (vph) 340 1587 725 241 1177 615 448 496 475 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.45 0.21 0.08 0.53 0.20 0.87 0.32 0.37 Intersection Summary Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 125 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 170 of 1313HCM 6th Signalized Intersection Summary 2a No Build 2027 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 124 685 147 19 591 120 251 119 153 41 30 95 Future Volume (veh/h) 124 685 147 19 591 120 251 119 153 41 30 95 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1670 1657 1550 1683 1643 1670 1603 1657 1683 1683 1670 1683 Adj Flow Rate, veh/h 131 721 0 20 622 0 264 125 0 43 32 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 4 12 2 5 3 8 4 2 2 3 2 Cap, veh/h 407 1852 358 1572 280 132 54 40 Arrive On Green 0.05 0.59 0.00 0.50 0.50 0.00 0.26 0.26 0.00 0.06 0.06 0.00 Sat Flow, veh/h 1590 3148 1314 659 3122 1415 1087 515 1427 931 693 0 Grp Volume(v), veh/h 131 721 0 20 622 0 389 0 0 75 0 0 Grp Sat Flow(s),veh/h/ln 1590 1574 1314 659 1561 1415 1602 0 1427 1623 0 0 Q Serve(g_s), s 5.4 17.1 0.0 2.3 17.3 0.0 33.3 0.0 0.0 6.4 0.0 0.0 Cycle Q Clear(g_c), s 5.4 17.1 0.0 7.6 17.3 0.0 33.3 0.0 0.0 6.4 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.68 1.00 0.57 0.00 Lane Grp Cap(c), veh/h 407 1852 358 1572 412 0 94 0 V/C Ratio(X) 0.32 0.39 0.06 0.40 0.94 0.00 0.80 0.00 Avail Cap(c_a), veh/h 420 1852 358 1572 464 0 470 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.90 0.90 0.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 15.7 15.4 0.0 20.6 21.5 0.0 51.0 0.0 0.0 65.1 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.6 0.0 0.3 0.7 0.0 26.7 0.0 0.0 14.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 6.0 0.0 0.4 6.3 0.0 16.3 0.0 0.0 3.0 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 16.1 15.9 0.0 20.9 22.3 0.0 77.7 0.0 0.0 79.1 0.0 0.0 LnGrp LOS B B C C E A E A Approach Vol, veh/h 852 642 389 75 Approach Delay, s/veh 16.0 22.3 77.7 79.1 Approach LOS B C E E Timer - Assigned Phs 1 2 4 6 8 Phs Duration (G+Y+Rc), s 11.9 75.0 40.5 86.9 12.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.5 32.5 40.5 45.5 40.5 Max Q Clear Time (g_c+I1), s 7.4 19.3 35.3 19.1 8.4 Green Ext Time (p_c), s 0.0 4.3 0.7 6.7 0.2 Intersection Summary HCM 6th Ctrl Delay 32.7 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 171 of 1313Timings 2a No Build 2027 AM 4: SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 592 817 413 502 683 82 Future Volume (vph) 592 817 413 502 683 82 Lane Group Flow (vph) 643 888 449 546 742 89 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 1 6 2 2 3 4 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 6.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 30.0 60.0 30.0 30.0 33.0 27.0 Total Split (%) 25.0% 50.0% 25.0% 25.0% 27.5% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.79 0.43 0.43 0.65 0.94 0.51 Control Delay 49.7 14.5 36.2 7.2 64.9 19.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.7 14.5 36.2 7.2 64.9 19.5 Queue Length 50th (ft) 250 191 151 0 302 0 Queue Length 95th (ft) 303 264 227 110 #418 48 Internal Link Dist (ft) 349 546 Turn Bay Length (ft) 330 380 Base Capacity (vph) 815 2042 1045 841 807 350 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.79 0.43 0.43 0.65 0.92 0.25 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 172 of 1313HCM 6th Signalized Intersection Summary 2a No Build 2027 AM 4: SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 592 817 0 0 413 502 683 0 82 0 0 0 Future Volume (veh/h) 592 817 0 0 413 502 683 0 82 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1781 1826 0 0 1811 1796 1856 0 1737 Adj Flow Rate, veh/h 643 888 0 0 449 546 742 0 89 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8 5 0 0 6 7 3 0 11 Cap, veh/h 690 2404 0 0 1534 678 796 0 342 Arrive On Green 0.21 0.69 0.00 0.00 0.45 0.45 0.23 0.00 0.23 Sat Flow, veh/h 3291 3561 0 0 3532 1522 3428 0 1472 Grp Volume(v), veh/h 643 888 0 0 449 546 742 0 89 Grp Sat Flow(s),veh/h/ln 1646 1735 0 0 1721 1522 1714 0 1472 Q Serve(g_s), s 23.0 12.7 0.0 0.0 10.0 37.2 25.5 0.0 5.9 Cycle Q Clear(g_c), s 23.0 12.7 0.0 0.0 10.0 37.2 25.5 0.0 5.9 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 690 2404 0 0 1534 678 796 0 342 V/C Ratio(X) 0.93 0.37 0.00 0.00 0.29 0.80 0.93 0.00 0.26 Avail Cap(c_a), veh/h 699 2404 0 0 1534 678 814 0 350 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.84 0.84 1.00 0.00 1.00 Uniform Delay (d), s/veh 46.6 7.6 0.0 0.0 21.2 28.7 45.2 0.0 37.7 Incr Delay (d2), s/veh 19.1 0.4 0.0 0.0 0.4 8.4 17.2 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.9 4.1 0.0 0.0 3.9 15.0 12.8 0.0 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 65.7 8.0 0.0 0.0 21.6 37.1 62.3 0.0 38.1 LnGrp LOS E A A A C D E A D Approach Vol, veh/h 1531 995 831 Approach Delay, s/veh 32.3 30.1 59.7 Approach LOS C C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 29.7 58.0 87.6 32.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 25.5 55.5 28.5 Max Q Clear Time (g_c+I1), s 25.0 39.2 14.7 27.5 Green Ext Time (p_c), s 0.1 0.0 9.8 0.4 Intersection Summary HCM 6th Ctrl Delay 38.4 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 173 of 1313HCM 6th TWSC 2b No Build 2027 PM 1: Riverview Rd & Maner Rd 11-04-2025 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 11 3 2 321 724 4 Future Vol, veh/h 11 3 2 321 724 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 3 3 2 Mvmt Flow 11 3 2 334 754 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1094 756 758 0 - 0 Stage 1 756 - - - - - Stage 2 338 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 237 408 853 - - - Stage 1 464 - - - - - Stage 2 722 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 236 408 853 - - - Mov Cap-2 Maneuver 236 - - - - - Stage 1 463 - - - - - Stage 2 722 - - - - - Approach EB NB SB HCM Control Delay, s 19.7 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 853 - 259 - - HCM Lane V/C Ratio 0.002 - 0.056 - - HCM Control Delay (s) 9.2 0 19.7 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 174 of 1313HCM 6th TWSC 2b No Build 2027 PM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-04-2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 875 19 8 862 15 3 Future Vol, veh/h 875 19 8 862 15 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 962 21 9 947 16 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 983 0 1454 481 Stage 1 - - - - 962 - Stage 2 - - - - 492 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 698 - 121 531 Stage 1 - - - - 331 - Stage 2 - - - - 580 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 698 - 119 531 Mov Cap-2 Maneuver - - - - 240 - Stage 1 - - - - 331 - Stage 2 - - - - 572 - Approach EB WB NB HCM Control Delay, s 0 0.1 19.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 264 - - 698 - HCM Lane V/C Ratio 0.075 - - 0.013 - HCM Control Delay (s) 19.7 - - 10.2 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 0.2 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 175 of 1313Timings 2b No Build 2027 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 102 745 431 88 686 59 41 61 185 Future Volume (vph) 102 745 431 88 686 59 41 61 185 Lane Group Flow (vph) 107 784 454 93 722 62 310 64 384 Turn Type pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 6 6 2 2 4 Detector Phase 1 6 6 2 2 2 4 4 8 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 23.5 23.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 11.0 76.0 76.0 65.0 65.0 65.0 48.0 48.0 56.0 Total Split (%) 6.1% 42.2% 42.2% 36.1% 36.1% 36.1% 26.7% 26.7% 31.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.46 0.54 0.57 0.49 0.59 0.11 0.90 0.18 0.92 Control Delay 40.4 39.2 14.3 57.1 49.2 8.1 97.1 11.9 91.0 Queue Delay 0.0 0.9 0.5 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.4 40.1 14.9 57.1 49.2 8.1 97.1 11.9 91.0 Queue Length 50th (ft) 80 381 122 93 401 0 371 0 449 Queue Length 95th (ft) 136 482 265 172 481 37 #513 46 #611 Internal Link Dist (ft) 546 347 374 946 Turn Bay Length (ft) 155 200 200 300 180 Base Capacity (vph) 231 1445 795 190 1214 577 388 392 464 Starvation Cap Reductn 0 368 100 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.46 0.73 0.65 0.49 0.59 0.11 0.80 0.16 0.83 Intersection Summary Cycle Length: 180 Actuated Cycle Length: 180 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 135 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 176 of 1313HCM 6th Signalized Intersection Summary 2b No Build 2027 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 102 745 431 88 686 59 254 41 61 107 185 72 Future Volume (veh/h) 102 745 431 88 686 59 254 41 61 107 185 72 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1683 1683 1630 1697 1697 1683 1683 1683 1683 1683 1683 1683 Adj Flow Rate, veh/h 107 784 0 93 722 0 267 43 0 113 195 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 6 1 1 2 2 2 2 2 2 2 Cap, veh/h 298 1668 269 1485 283 46 121 209 Arrive On Green 0.04 0.52 0.00 0.46 0.46 0.00 0.20 0.20 0.00 0.20 0.20 0.00 Sat Flow, veh/h 1603 3198 1381 626 3224 1427 1390 224 1427 606 1047 0 Grp Volume(v), veh/h 107 784 0 93 722 0 310 0 0 308 0 0 Grp Sat Flow(s),veh/h/ln 1603 1599 1381 626 1612 1427 1614 0 1427 1653 0 0 Q Serve(g_s), s 6.3 28.0 0.0 19.9 28.0 0.0 34.1 0.0 0.0 33.0 0.0 0.0 Cycle Q Clear(g_c), s 6.3 28.0 0.0 36.9 28.0 0.0 34.1 0.0 0.0 33.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.86 1.00 0.37 0.00 Lane Grp Cap(c), veh/h 298 1668 269 1485 329 0 330 0 V/C Ratio(X) 0.36 0.47 0.35 0.49 0.94 0.00 0.93 0.00 Avail Cap(c_a), veh/h 298 1668 269 1485 390 0 473 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.84 0.84 0.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 26.4 27.3 0.0 42.5 33.8 0.0 70.6 0.0 0.0 70.9 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.8 0.0 3.5 1.1 0.0 28.7 0.0 0.0 20.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 10.8 0.0 3.3 11.1 0.0 16.7 0.0 0.0 15.9 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.0 28.1 0.0 45.9 34.9 0.0 99.3 0.0 0.0 91.6 0.0 0.0 LnGrp LOS C C D C F A F A Approach Vol, veh/h 891 815 310 308 Approach Delay, s/veh 27.9 36.2 99.3 91.6 Approach LOS C D F F Timer - Assigned Phs 1 2 4 6 8 Phs Duration (G+Y+Rc), s 11.0 87.4 41.2 98.4 40.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 60.5 43.5 71.5 51.5 Max Q Clear Time (g_c+I1), s 8.3 38.9 36.1 30.0 35.0 Green Ext Time (p_c), s 0.0 7.6 0.6 8.3 0.9 Intersection Summary HCM 6th Ctrl Delay 48.8 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 177 of 1313Timings 2b No Build 2027 PM 4: SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 579 1075 562 452 825 47 Future Volume (vph) 579 1075 562 452 825 47 Lane Group Flow (vph) 585 1086 568 457 833 47 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 1 6 2 2 3 4 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 6.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 28.0 56.0 28.0 28.0 37.0 27.0 Total Split (%) 23.3% 46.7% 23.3% 23.3% 30.8% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.79 0.53 0.47 0.55 0.92 0.29 Control Delay 52.6 16.4 34.8 5.9 59.4 4.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.6 16.4 34.8 5.9 59.4 4.3 Queue Length 50th (ft) 230 276 197 0 334 0 Queue Length 95th (ft) 284 339 271 89 #448 2 Internal Link Dist (ft) 349 546 Turn Bay Length (ft) 330 380 Base Capacity (vph) 755 2054 1203 831 929 355 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.77 0.53 0.47 0.55 0.90 0.13 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 178 of 1313HCM 6th Signalized Intersection Summary 2b No Build 2027 PM 4: SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 579 1075 0 0 562 452 825 0 47 0 0 0 Future Volume (veh/h) 579 1075 0 0 562 452 825 0 47 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1841 0 0 1885 1856 1870 0 1767 Adj Flow Rate, veh/h 585 1086 0 0 568 457 833 0 47 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 3 4 0 0 1 3 2 0 9 Cap, veh/h 641 2329 0 0 1582 694 895 0 388 Arrive On Green 0.19 0.67 0.00 0.00 0.44 0.44 0.26 0.00 0.26 Sat Flow, veh/h 3428 3589 0 0 3676 1572 3456 0 1497 Grp Volume(v), veh/h 585 1086 0 0 568 457 833 0 47 Grp Sat Flow(s),veh/h/ln 1714 1749 0 0 1791 1572 1728 0 1497 Q Serve(g_s), s 20.1 18.1 0.0 0.0 12.6 27.5 28.2 0.0 2.9 Cycle Q Clear(g_c), s 20.1 18.1 0.0 0.0 12.6 27.5 28.2 0.0 2.9 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 641 2329 0 0 1582 694 895 0 388 V/C Ratio(X) 0.91 0.47 0.00 0.00 0.36 0.66 0.93 0.00 0.12 Avail Cap(c_a), veh/h 671 2329 0 0 1582 694 936 0 405 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.77 0.77 1.00 0.00 1.00 Uniform Delay (d), s/veh 47.8 9.7 0.0 0.0 22.2 26.4 43.4 0.0 34.0 Incr Delay (d2), s/veh 16.6 0.7 0.0 0.0 0.5 3.8 15.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.8 6.2 0.0 0.0 5.2 11.0 14.0 0.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 64.4 10.4 0.0 0.0 22.7 30.1 58.4 0.0 34.1 LnGrp LOS E B A A C C E A C Approach Vol, veh/h 1671 1025 880 Approach Delay, s/veh 29.3 26.0 57.1 Approach LOS C C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 26.9 57.5 84.4 35.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 23.5 23.5 51.5 32.5 Max Q Clear Time (g_c+I1), s 22.1 29.5 20.1 30.2 Green Ext Time (p_c), s 0.3 0.0 11.8 0.9 Intersection Summary HCM 6th Ctrl Delay 35.2 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 179 of 1313F U T U R E “B UILD ” 2 0 2 7 I NTERSECTION A NALYSIS Page 180 of 1313HCM 6th TWSC 3a Build 2027 AM 1: Riverview Rd & Maner Rd 11-04-2025 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 8 14 516 191 14 Future Vol, veh/h 8 8 14 516 191 14 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 13 2 2 5 9 7 Mvmt Flow 9 9 15 555 205 15 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 798 213 220 0 - 0 Stage 1 213 - - - - - Stage 2 585 - - - - - Critical Hdwy 6.53 6.22 4.12 - - - Critical Hdwy Stg 1 5.53 - - - - - Critical Hdwy Stg 2 5.53 - - - - - Follow-up Hdwy 3.617 3.318 2.218 - - - Pot Cap-1 Maneuver 340 827 1349 - - - Stage 1 797 - - - - - Stage 2 536 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 335 827 1349 - - - Mov Cap-2 Maneuver 335 - - - - - Stage 1 784 - - - - - Stage 2 536 - - - - - Approach EB NB SB HCM Control Delay, s 12.8 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1349 - 477 - - HCM Lane V/C Ratio 0.011 - 0.036 - - HCM Control Delay (s) 7.7 0 12.8 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.1 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 181 of 1313HCM 6th TWSC 3a Build 2027 AM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-04-2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 912 7 0 759 12 10 Future Vol, veh/h 912 7 0 759 12 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 4 2 2 5 2 2 Mvmt Flow 981 8 0 816 13 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 989 0 1389 491 Stage 1 - - - - 981 - Stage 2 - - - - 408 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 695 - 134 523 Stage 1 - - - - 324 - Stage 2 - - - - 640 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 695 - 134 523 Mov Cap-2 Maneuver - - - - 248 - Stage 1 - - - - 324 - Stage 2 - - - - 640 - Approach EB WB NB HCM Control Delay, s 0 0 16.9 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 326 - - 695 - HCM Lane V/C Ratio 0.073 - - - - HCM Control Delay (s) 16.9 - - 0 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 182 of 1313Timings 3a Build 2027 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 204 725 147 60 591 120 119 153 44 Future Volume (vph) 204 725 147 60 591 120 119 153 44 Lane Group Flow (vph) 215 763 155 63 622 126 389 161 189 Turn Type pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 6 6 2 2 4 Detector Phase 1 6 6 2 2 2 4 4 8 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 18.0 51.0 51.0 33.0 33.0 33.0 44.0 44.0 45.0 Total Split (%) 12.9% 36.4% 36.4% 23.6% 23.6% 23.6% 31.4% 31.4% 32.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.55 0.49 0.22 0.36 0.69 0.25 0.94 0.32 0.77 Control Delay 28.3 26.2 7.6 51.2 50.2 8.6 80.6 7.2 64.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.3 26.2 7.6 51.2 50.2 8.6 80.6 7.2 64.5 Queue Length 50th (ft) 119 254 18 48 277 0 354 0 138 Queue Length 95th (ft) 202 355 69 109 #446 58 #551 57 216 Internal Link Dist (ft) 266 347 197 628 Turn Bay Length (ft) 155 180 200 300 160 Base Capacity (vph) 389 1554 705 176 899 499 437 517 473 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.55 0.49 0.22 0.36 0.69 0.25 0.89 0.31 0.40 Intersection Summary Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 135 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 183 of 1313HCM 6th Signalized Intersection Summary 3a Build 2027 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 204 725 147 60 591 120 251 119 153 41 44 95 Future Volume (veh/h) 204 725 147 60 591 120 251 119 153 41 44 95 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1670 1657 1550 1683 1643 1670 1603 1657 1683 1683 1670 1683 Adj Flow Rate, veh/h 215 763 0 63 622 0 264 125 0 43 46 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 4 12 2 5 3 8 4 2 2 3 2 Cap, veh/h 421 1823 333 1447 279 132 53 57 Arrive On Green 0.08 0.58 0.00 0.46 0.46 0.00 0.26 0.26 0.00 0.07 0.07 0.00 Sat Flow, veh/h 1590 3148 1314 633 3122 1415 1087 515 1427 788 843 0 Grp Volume(v), veh/h 215 763 0 63 622 0 389 0 0 89 0 0 Grp Sat Flow(s),veh/h/ln 1590 1574 1314 633 1561 1415 1602 0 1427 1631 0 0 Q Serve(g_s), s 9.6 18.8 0.0 8.6 18.7 0.0 33.4 0.0 0.0 7.5 0.0 0.0 Cycle Q Clear(g_c), s 9.6 18.8 0.0 11.2 18.7 0.0 33.4 0.0 0.0 7.5 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.68 1.00 0.48 0.00 Lane Grp Cap(c), veh/h 421 1823 333 1447 411 0 110 0 V/C Ratio(X) 0.51 0.42 0.19 0.43 0.95 0.00 0.81 0.00 Avail Cap(c_a), veh/h 441 1823 333 1447 452 0 472 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 17.8 16.4 0.0 24.0 25.2 0.0 51.1 0.0 0.0 64.4 0.0 0.0 Incr Delay (d2), s/veh 1.0 0.7 0.0 1.3 0.9 0.0 27.9 0.0 0.0 12.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.5 6.6 0.0 1.4 6.9 0.0 16.4 0.0 0.0 3.5 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 18.7 17.1 0.0 25.2 26.1 0.0 79.0 0.0 0.0 77.2 0.0 0.0 LnGrp LOS B B C C E A E A Approach Vol, veh/h 978 685 389 89 Approach Delay, s/veh 17.4 26.0 79.0 77.2 Approach LOS B C E E Timer - Assigned Phs 1 2 4 6 8 Phs Duration (G+Y+Rc), s 16.2 69.4 40.4 85.6 14.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.5 28.5 39.5 46.5 40.5 Max Q Clear Time (g_c+I1), s 11.6 20.7 35.4 20.8 9.5 Green Ext Time (p_c), s 0.1 3.4 0.6 7.1 0.2 Intersection Summary HCM 6th Ctrl Delay 33.8 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 184 of 1313Timings 3a Build 2027 AM 4: SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 592 886 480 502 683 82 Future Volume (vph) 592 886 480 502 683 82 Lane Group Flow (vph) 643 963 522 546 742 89 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 1 6 2 2 3 4 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 5.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 9.5 Total Split (s) 32.0 71.0 39.0 39.0 31.0 18.0 Total Split (%) 26.7% 59.2% 32.5% 32.5% 25.8% 15.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.84 0.46 0.46 0.63 0.99 0.51 Control Delay 54.6 13.8 33.8 6.4 77.2 20.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.6 13.8 33.8 6.4 77.2 20.2 Queue Length 50th (ft) 253 201 171 0 309 0 Queue Length 95th (ft) 321 281 245 98 #442 48 Internal Link Dist (ft) 349 201 Turn Bay Length (ft) 330 380 Base Capacity (vph) 790 2094 1145 869 750 248 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.81 0.46 0.46 0.63 0.99 0.36 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 185 of 1313HCM 6th Signalized Intersection Summary 3a Build 2027 AM 4: SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 592 886 0 0 480 502 683 0 82 0 0 0 Future Volume (veh/h) 592 886 0 0 480 502 683 0 82 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1781 1826 0 0 1811 1796 1856 0 1737 Adj Flow Rate, veh/h 643 963 0 0 522 546 742 0 89 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8 5 0 0 6 7 3 0 11 Cap, veh/h 702 2443 0 0 1561 690 757 0 325 Arrive On Green 0.21 0.70 0.00 0.00 0.45 0.45 0.22 0.00 0.22 Sat Flow, veh/h 3291 3561 0 0 3532 1522 3428 0 1472 Grp Volume(v), veh/h 643 963 0 0 522 546 742 0 89 Grp Sat Flow(s),veh/h/ln 1646 1735 0 0 1721 1522 1714 0 1472 Q Serve(g_s), s 22.9 13.6 0.0 0.0 11.7 36.7 25.8 0.0 6.0 Cycle Q Clear(g_c), s 22.9 13.6 0.0 0.0 11.7 36.7 25.8 0.0 6.0 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 702 2443 0 0 1561 690 757 0 325 V/C Ratio(X) 0.92 0.39 0.00 0.00 0.33 0.79 0.98 0.00 0.27 Avail Cap(c_a), veh/h 754 2443 0 0 1561 690 757 0 325 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 46.2 7.3 0.0 0.0 21.1 27.9 46.5 0.0 38.8 Incr Delay (d2), s/veh 15.4 0.5 0.0 0.0 0.6 9.0 27.7 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.6 4.4 0.0 0.0 4.6 15.0 13.9 0.0 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 61.5 7.7 0.0 0.0 21.7 36.9 74.2 0.0 39.2 LnGrp LOS E A A A C D E A D Approach Vol, veh/h 1606 1068 831 Approach Delay, s/veh 29.3 29.5 70.4 Approach LOS C C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 30.1 58.9 89.0 31.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 27.5 34.5 66.5 26.5 Max Q Clear Time (g_c+I1), s 24.9 38.7 15.6 27.8 Green Ext Time (p_c), s 0.7 0.0 11.4 0.0 Intersection Summary HCM 6th Ctrl Delay 39.1 HCM 6th LOS D A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 186 of 1313HCM 6th TWSC 3a Build 2027 AM 5: Drwy 1 (RIRO) & SR 280 (S Cobb Dr) 11-04-2025 Intersection Int Delay, s/veh 2.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 801 225 0 1015 0 277 Future Vol, veh/h 801 225 0 1015 0 277 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Yield Storage Length - 175 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 871 245 0 1103 0 301 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 436 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver - 0 0 - 0 568 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 568 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 18.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 568 - - HCM Lane V/C Ratio 0.53 - - HCM Control Delay (s) 18.3 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 3.1 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 7 Page 187 of 1313HCM 6th TWSC 3a Build 2027 AM 6: Riverview Rd & Drwy 2 (RIRO) 11-04-2025 Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 40 0 524 165 88 Future Vol, veh/h 0 40 0 524 165 88 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - None - Free Storage Length - 0 - - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 43 0 570 179 96 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 179 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - - - Pot Cap-1 Maneuver 0 864 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 864 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 9.4 0 0 HCM LOS A Minor Lane/Major Mvmt NBTEBLn1 SBT Capacity (veh/h) - 864 - HCM Lane V/C Ratio - 0.05 - HCM Control Delay (s) - 9.4 - HCM Lane LOS - A - HCM 95th %tile Q(veh) - 0.2 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 8 Page 188 of 1313HCM 6th TWSC 3a Build 2027 AM 7: Maner Rd & Drwy 3 11-04-2025 Intersection Int Delay, s/veh 2.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 2 7 12 16 9 2 Future Vol, veh/h 2 7 12 16 9 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 8 13 17 10 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 30 0 - 0 34 22 Stage 1 - - - - 22 - Stage 2 - - - - 12 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1583 - - - 979 1055 Stage 1 - - - - 1001 - Stage 2 - - - - 1011 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1583 - - - 978 1055 Mov Cap-2 Maneuver - - - - 978 - Stage 1 - - - - 1000 - Stage 2 - - - - 1011 - Approach EB WB SB HCM Control Delay, s 1.6 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1583 - - - 991 HCM Lane V/C Ratio 0.001 - - - 0.012 HCM Control Delay (s) 7.3 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 9 Page 189 of 1313HCM 6th TWSC 3b Build 2027 PM 1: Riverview Rd & Maner Rd 11-04-2025 Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 11 9 14 321 730 4 Future Vol, veh/h 11 9 14 321 730 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 3 3 2 Mvmt Flow 11 9 15 334 760 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1126 762 764 0 - 0 Stage 1 762 - - - - - Stage 2 364 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 227 405 849 - - - Stage 1 461 - - - - - Stage 2 703 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 222 405 849 - - - Mov Cap-2 Maneuver 222 - - - - - Stage 1 451 - - - - - Stage 2 703 - - - - - Approach EB NB SB HCM Control Delay, s 18.9 0.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 849 - 279 - - HCM Lane V/C Ratio 0.017 - 0.075 - - HCM Control Delay (s) 9.3 0 18.9 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 190 of 1313HCM 6th TWSC 3b Build 2027 PM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-04-2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 912 19 8 899 15 3 Future Vol, veh/h 912 19 8 899 15 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1002 21 9 988 16 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1023 0 1514 501 Stage 1 - - - - 1002 - Stage 2 - - - - 512 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 674 - 110 515 Stage 1 - - - - 316 - Stage 2 - - - - 567 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 674 - 109 515 Mov Cap-2 Maneuver - - - - 229 - Stage 1 - - - - 316 - Stage 2 - - - - 560 - Approach EB WB NB HCM Control Delay, s 0 0.1 20.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 252 - - 674 - HCM Lane V/C Ratio 0.078 - - 0.013 - HCM Control Delay (s) 20.5 - - 10.4 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 0.3 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 191 of 1313Timings 3b Build 2027 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 175 782 431 125 686 59 41 61 197 Future Volume (vph) 175 782 431 125 686 59 41 61 197 Lane Group Flow (vph) 184 823 454 132 722 62 310 64 396 Turn Type pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 6 6 2 2 4 Detector Phase 1 6 6 2 2 2 4 4 8 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 13.0 83.0 83.0 70.0 70.0 70.0 45.0 45.0 52.0 Total Split (%) 7.2% 46.1% 46.1% 38.9% 38.9% 38.9% 25.0% 25.0% 28.9% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.76 0.56 0.57 0.73 0.60 0.11 0.92 0.18 0.96 Control Delay 56.1 38.0 15.2 73.3 48.3 7.5 101.7 12.4 98.5 Queue Delay 0.0 1.2 0.7 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.1 39.2 15.8 73.3 48.3 7.5 101.7 12.4 98.5 Queue Length 50th (ft) 143 402 145 142 384 0 370 0 472 Queue Length 95th (ft) #265 477 273 #271 460 36 #547 47 #691 Internal Link Dist (ft) 266 347 197 628 Turn Bay Length (ft) 155 180 200 300 160 Base Capacity (vph) 243 1468 791 182 1208 575 361 370 429 Starvation Cap Reductn 0 397 113 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.76 0.77 0.67 0.73 0.60 0.11 0.86 0.17 0.92 Intersection Summary Cycle Length: 180 Actuated Cycle Length: 180 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 192 of 1313HCM 6th Signalized Intersection Summary 3b Build 2027 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 175 782 431 125 686 59 254 41 61 107 197 72 Future Volume (veh/h) 175 782 431 125 686 59 254 41 61 107 197 72 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1683 1683 1630 1697 1697 1683 1683 1683 1683 1683 1683 1683 Adj Flow Rate, veh/h 184 823 0 132 722 0 267 43 0 113 207 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 6 1 1 2 2 2 2 2 2 2 Cap, veh/h 302 1650 250 1430 282 45 120 220 Arrive On Green 0.05 0.52 0.00 0.44 0.44 0.00 0.20 0.20 0.00 0.21 0.21 0.00 Sat Flow, veh/h 1603 3198 1381 603 3224 1427 1390 224 1427 584 1070 0 Grp Volume(v), veh/h 184 823 0 132 722 0 310 0 0 320 0 0 Grp Sat Flow(s),veh/h/ln 1603 1599 1381 603 1612 1427 1614 0 1427 1654 0 0 Q Serve(g_s), s 8.5 30.2 0.0 32.8 28.9 0.0 34.1 0.0 0.0 34.3 0.0 0.0 Cycle Q Clear(g_c), s 8.5 30.2 0.0 50.0 28.9 0.0 34.1 0.0 0.0 34.3 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.86 1.00 0.35 0.00 Lane Grp Cap(c), veh/h 302 1650 250 1430 328 0 341 0 V/C Ratio(X) 0.61 0.50 0.53 0.50 0.95 0.00 0.94 0.00 Avail Cap(c_a), veh/h 302 1650 250 1430 363 0 437 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 35.0 28.4 0.0 48.9 35.9 0.0 70.8 0.0 0.0 70.3 0.0 0.0 Incr Delay (d2), s/veh 3.5 1.1 0.0 7.8 1.3 0.0 32.0 0.0 0.0 24.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 11.7 0.0 5.4 11.5 0.0 17.0 0.0 0.0 16.9 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.6 29.5 0.0 56.7 37.2 0.0 102.8 0.0 0.0 95.1 0.0 0.0 LnGrp LOS D C E D F A F A Approach Vol, veh/h 1007 854 310 320 Approach Delay, s/veh 31.1 40.2 102.8 95.1 Approach LOS C D F F Timer - Assigned Phs 1 2 4 6 8 Phs Duration (G+Y+Rc), s 13.0 84.4 41.0 97.4 41.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.5 65.5 40.5 78.5 47.5 Max Q Clear Time (g_c+I1), s 10.5 52.0 36.1 32.2 36.3 Green Ext Time (p_c), s 0.0 6.3 0.4 9.0 0.8 Intersection Summary HCM 6th Ctrl Delay 51.4 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 193 of 1313Timings 3b Build 2027 PM 4: SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 579 1136 623 452 825 47 Future Volume (vph) 579 1136 623 452 825 47 Lane Group Flow (vph) 585 1147 629 457 833 47 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 1 6 2 2 3 4 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 6.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 28.0 57.0 29.0 29.0 36.0 27.0 Total Split (%) 23.3% 47.5% 24.2% 24.2% 30.0% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.79 0.55 0.51 0.55 0.94 0.29 Control Delay 52.6 16.4 35.0 5.7 62.7 4.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.6 16.4 35.0 5.7 62.7 4.3 Queue Length 50th (ft) 230 293 220 0 338 0 Queue Length 95th (ft) 284 358 299 87 #460 2 Internal Link Dist (ft) 349 201 Turn Bay Length (ft) 330 380 Base Capacity (vph) 755 2071 1222 837 901 355 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.77 0.55 0.51 0.55 0.92 0.13 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 194 of 1313HCM 6th Signalized Intersection Summary 3b Build 2027 PM 4: SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 579 1136 0 0 623 452 825 0 47 0 0 0 Future Volume (veh/h) 579 1136 0 0 623 452 825 0 47 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1841 0 0 1885 1856 1870 0 1767 Adj Flow Rate, veh/h 585 1147 0 0 629 457 833 0 47 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 3 4 0 0 1 3 2 0 9 Cap, veh/h 641 2337 0 0 1590 698 887 0 384 Arrive On Green 0.19 0.67 0.00 0.00 0.44 0.44 0.26 0.00 0.26 Sat Flow, veh/h 3428 3589 0 0 3676 1572 3456 0 1497 Grp Volume(v), veh/h 585 1147 0 0 629 457 833 0 47 Grp Sat Flow(s),veh/h/ln 1714 1749 0 0 1791 1572 1728 0 1497 Q Serve(g_s), s 20.1 19.4 0.0 0.0 14.2 27.3 28.3 0.0 2.9 Cycle Q Clear(g_c), s 20.1 19.4 0.0 0.0 14.2 27.3 28.3 0.0 2.9 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 641 2337 0 0 1590 698 887 0 384 V/C Ratio(X) 0.91 0.49 0.00 0.00 0.40 0.65 0.94 0.00 0.12 Avail Cap(c_a), veh/h 671 2337 0 0 1590 698 907 0 393 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 47.8 9.8 0.0 0.0 22.5 26.2 43.7 0.0 34.2 Incr Delay (d2), s/veh 16.6 0.7 0.0 0.0 0.7 4.7 16.9 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.8 6.6 0.0 0.0 5.9 11.1 14.2 0.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 64.4 10.6 0.0 0.0 23.2 30.9 60.6 0.0 34.4 LnGrp LOS E B A A C C E A C Approach Vol, veh/h 1732 1086 880 Approach Delay, s/veh 28.7 26.5 59.2 Approach LOS C C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 26.9 57.8 84.7 35.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 23.5 24.5 52.5 31.5 Max Q Clear Time (g_c+I1), s 22.1 29.3 21.4 30.3 Green Ext Time (p_c), s 0.3 0.0 12.7 0.5 Intersection Summary HCM 6th Ctrl Delay 35.3 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 195 of 1313HCM 6th TWSC 3b Build 2027 PM 5: Drwy 1 (RIRO) & SR 280 (S Cobb Dr) 11-04-2025 Intersection Int Delay, s/veh 2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1175 164 0 1082 0 213 Future Vol, veh/h 1175 164 0 1082 0 213 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Yield Storage Length - 0 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1277 178 0 1176 0 232 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 639 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver - 0 0 - 0 419 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 419 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 23.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 419 - - HCM Lane V/C Ratio 0.553 - - HCM Control Delay (s) 23.7 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 3.3 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 7 Page 196 of 1313HCM 6th TWSC 3b Build 2027 PM 6: Riverview Rd & Drwy 2 (RIRO) 11-04-2025 Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 62 0 333 672 105 Future Vol, veh/h 0 62 0 333 672 105 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - None - Free Storage Length - 0 - - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 67 0 362 730 114 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 730 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - - - Pot Cap-1 Maneuver 0 422 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 422 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 15.1 0 0 HCM LOS C Minor Lane/Major Mvmt NBTEBLn1 SBT Capacity (veh/h) - 422 - HCM Lane V/C Ratio - 0.16 - HCM Control Delay (s) - 15.1 - HCM Lane LOS - C - HCM 95th %tile Q(veh) - 0.6 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 8 Page 197 of 1313HCM 6th TWSC 3b Build 2027 PM 7: Maner Rd & Drwy 3 11-04-2025 Intersection Int Delay, s/veh 2.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 2 12 6 12 8 0 Future Vol, veh/h 2 12 6 12 8 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 13 7 13 9 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 20 0 - 0 31 14 Stage 1 - - - - 14 - Stage 2 - - - - 17 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1596 - - - 983 1066 Stage 1 - - - - 1009 - Stage 2 - - - - 1006 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1596 - - - 982 1066 Mov Cap-2 Maneuver - - - - 982 - Stage 1 - - - - 1008 - Stage 2 - - - - 1006 - Approach EB WB SB HCM Control Delay, s 1 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1596 - - - 982 HCM Lane V/C Ratio 0.001 - - - 0.009 HCM Control Delay (s) 7.3 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 9 Page 198 of 1313F U T U R E “N O -B UILD ” 2 0 3 7 I NTERSECTION A NALYSIS Page 199 of 1313HCM 6th TWSC 2c No Build 2037 AM 1: Riverview Rd & Maner Rd 11-04-2025 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 1 0 568 202 15 Future Vol, veh/h 9 1 0 568 202 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 13 2 2 5 9 7 Mvmt Flow 10 1 0 611 217 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 836 225 233 0 - 0 Stage 1 225 - - - - - Stage 2 611 - - - - - Critical Hdwy 6.53 6.22 4.12 - - - Critical Hdwy Stg 1 5.53 - - - - - Critical Hdwy Stg 2 5.53 - - - - - Follow-up Hdwy 3.617 3.318 2.218 - - - Pot Cap-1 Maneuver 323 814 1335 - - - Stage 1 787 - - - - - Stage 2 521 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 323 814 1335 - - - Mov Cap-2 Maneuver 323 - - - - - Stage 1 787 - - - - - Stage 2 521 - - - - - Approach EB NB SB HCM Control Delay, s 15.8 0 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1335 - 344 - - HCM Lane V/C Ratio - - 0.031 - - HCM Control Delay (s) 0 - 15.8 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.1 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 200 of 1313HCM 6th TWSC 2c No Build 2037 AM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-04-2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 959 8 0 790 13 11 Future Vol, veh/h 959 8 0 790 13 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 4 2 2 5 2 2 Mvmt Flow 1031 9 0 849 14 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1040 0 1456 516 Stage 1 - - - - 1031 - Stage 2 - - - - 425 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 664 - 121 504 Stage 1 - - - - 305 - Stage 2 - - - - 627 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 664 - 121 504 Mov Cap-2 Maneuver - - - - 234 - Stage 1 - - - - 305 - Stage 2 - - - - 627 - Approach EB WB NB HCM Control Delay, s 0 0 17.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 310 - - 664 - HCM Lane V/C Ratio 0.083 - - - - HCM Control Delay (s) 17.7 - - 0 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.3 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 201 of 1313Timings 2c No Build 2037 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 136 754 162 21 650 132 131 168 33 Future Volume (vph) 136 754 162 21 650 132 131 168 33 Lane Group Flow (vph) 143 794 171 22 684 139 429 177 193 Turn Type pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 6 6 2 2 4 Detector Phase 1 6 6 2 2 2 4 4 8 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 13.0 51.0 51.0 38.0 38.0 38.0 43.0 43.0 46.0 Total Split (%) 9.3% 36.4% 36.4% 27.1% 27.1% 27.1% 30.7% 30.7% 32.9% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.45 0.52 0.24 0.11 0.64 0.24 1.01 0.37 0.77 Control Delay 26.1 26.7 6.8 37.7 43.5 7.0 95.5 17.2 62.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.1 26.7 6.8 37.7 43.5 7.0 95.5 17.2 62.6 Queue Length 50th (ft) 74 263 16 14 285 0 ~413 44 134 Queue Length 95th (ft) 135 368 69 43 #412 55 #646 115 213 Internal Link Dist (ft) 546 347 374 946 Turn Bay Length (ft) 155 200 200 300 180 Base Capacity (vph) 320 1537 708 202 1067 577 426 475 486 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.45 0.52 0.24 0.11 0.64 0.24 1.01 0.37 0.40 Intersection Summary Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 135 Control Type: Actuated-Coordinated ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 202 of 1313HCM 6th Signalized Intersection Summary 2c No Build 2037 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 136 754 162 21 650 132 276 131 168 45 33 105 Future Volume (veh/h) 136 754 162 21 650 132 276 131 168 45 33 105 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1670 1657 1550 1683 1643 1670 1603 1657 1683 1683 1670 1683 Adj Flow Rate, veh/h 143 794 0 22 684 0 291 138 0 47 35 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 4 12 2 5 3 8 4 2 2 3 2 Cap, veh/h 366 1780 309 1482 299 142 59 44 Arrive On Green 0.06 0.57 0.00 0.47 0.47 0.00 0.28 0.28 0.00 0.06 0.06 0.00 Sat Flow, veh/h 1590 3148 1314 615 3122 1415 1087 515 1427 931 693 0 Grp Volume(v), veh/h 143 794 0 22 684 0 429 0 0 82 0 0 Grp Sat Flow(s),veh/h/ln 1590 1574 1314 615 1561 1415 1602 0 1427 1623 0 0 Q Serve(g_s), s 6.3 20.5 0.0 3.0 20.6 0.0 37.1 0.0 0.0 7.0 0.0 0.0 Cycle Q Clear(g_c), s 6.3 20.5 0.0 10.8 20.6 0.0 37.1 0.0 0.0 7.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.68 1.00 0.57 0.00 Lane Grp Cap(c), veh/h 366 1780 309 1482 441 0 102 0 V/C Ratio(X) 0.39 0.45 0.07 0.46 0.97 0.00 0.80 0.00 Avail Cap(c_a), veh/h 369 1780 309 1482 441 0 481 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.86 0.86 0.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 18.1 17.7 0.0 24.5 24.7 0.0 50.2 0.0 0.0 64.7 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.7 0.0 0.4 1.0 0.0 35.9 0.0 0.0 13.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 7.3 0.0 0.5 7.6 0.0 19.1 0.0 0.0 3.3 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 18.6 18.4 0.0 25.0 25.8 0.0 86.2 0.0 0.0 78.0 0.0 0.0 LnGrp LOS B B C C F A E A Approach Vol, veh/h 937 706 429 82 Approach Delay, s/veh 18.4 25.8 86.2 78.0 Approach LOS B C F E Timer - Assigned Phs 1 2 4 6 8 Phs Duration (G+Y+Rc), s 12.7 70.9 43.0 83.7 13.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.5 33.5 38.5 46.5 41.5 Max Q Clear Time (g_c+I1), s 8.3 22.6 39.1 22.5 9.0 Green Ext Time (p_c), s 0.0 4.3 0.0 7.2 0.2 Intersection Summary HCM 6th Ctrl Delay 36.6 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 203 of 1313Timings 2c No Build 2037 AM 4: SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 651 899 454 552 751 90 Future Volume (vph) 651 899 454 552 751 90 Lane Group Flow (vph) 708 977 493 600 816 98 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 1 6 2 2 3 4 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 6.0 Minimum Split (s) 9.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 32.0 59.0 27.0 27.0 34.0 27.0 Total Split (%) 26.7% 49.2% 22.5% 22.5% 28.3% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.80 0.49 0.54 0.71 0.98 0.54 Control Delay 47.8 16.2 41.6 8.7 71.3 22.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.8 16.2 41.6 8.7 71.3 22.6 Queue Length 50th (ft) 273 223 176 0 337 2 Queue Length 95th (ft) 326 313 265 130 #473 57 Internal Link Dist (ft) 349 546 Turn Bay Length (ft) 330 380 Base Capacity (vph) 886 1988 912 843 835 350 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.80 0.49 0.54 0.71 0.98 0.28 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 204 of 1313HCM 6th Signalized Intersection Summary 2c No Build 2037 AM 4: SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 651 899 0 0 454 552 751 0 90 0 0 0 Future Volume (veh/h) 651 899 0 0 454 552 751 0 90 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1781 1826 0 0 1811 1796 1856 0 1737 Adj Flow Rate, veh/h 708 977 0 0 493 600 816 0 98 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8 5 0 0 6 7 3 0 11 Cap, veh/h 752 2356 0 0 1422 629 843 0 362 Arrive On Green 0.23 0.68 0.00 0.00 0.41 0.41 0.25 0.00 0.25 Sat Flow, veh/h 3291 3561 0 0 3532 1522 3428 0 1472 Grp Volume(v), veh/h 708 977 0 0 493 600 816 0 98 Grp Sat Flow(s),veh/h/ln 1646 1735 0 0 1721 1522 1714 0 1472 Q Serve(g_s), s 25.4 15.1 0.0 0.0 11.8 45.8 28.3 0.0 6.5 Cycle Q Clear(g_c), s 25.4 15.1 0.0 0.0 11.8 45.8 28.3 0.0 6.5 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 752 2356 0 0 1422 629 843 0 362 V/C Ratio(X) 0.94 0.41 0.00 0.00 0.35 0.95 0.97 0.00 0.27 Avail Cap(c_a), veh/h 754 2356 0 0 1422 629 843 0 362 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.72 0.72 1.00 0.00 1.00 Uniform Delay (d), s/veh 45.5 8.6 0.0 0.0 24.1 34.1 44.8 0.0 36.6 Incr Delay (d2), s/veh 19.9 0.5 0.0 0.0 0.5 21.1 23.4 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.1 5.0 0.0 0.0 4.7 20.4 14.8 0.0 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 65.4 9.1 0.0 0.0 24.6 55.2 68.2 0.0 37.0 LnGrp LOS E A A A C E E A D Approach Vol, veh/h 1685 1093 914 Approach Delay, s/veh 32.8 41.4 64.9 Approach LOS C D E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 31.9 54.1 86.0 34.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 27.5 22.5 54.5 29.5 Max Q Clear Time (g_c+I1), s 27.4 47.8 17.1 30.3 Green Ext Time (p_c), s 0.0 0.0 10.9 0.0 Intersection Summary HCM 6th Ctrl Delay 43.3 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 205 of 1313HCM 6th TWSC 2d No Build 2037 PM 1: Riverview Rd & Maner Rd 11-04-2025 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 12 3 2 353 796 4 Future Vol, veh/h 12 3 2 353 796 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 3 3 2 Mvmt Flow 13 3 2 368 829 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1203 831 833 0 - 0 Stage 1 831 - - - - - Stage 2 372 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 204 370 800 - - - Stage 1 428 - - - - - Stage 2 697 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 203 370 800 - - - Mov Cap-2 Maneuver 203 - - - - - Stage 1 427 - - - - - Stage 2 697 - - - - - Approach EB NB SB HCM Control Delay, s 22.4 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 800 - 223 - - HCM Lane V/C Ratio 0.003 - 0.07 - - HCM Control Delay (s) 9.5 0 22.4 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 206 of 1313HCM 6th TWSC 2d No Build 2037 PM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-04-2025 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 963 21 9 948 17 3 Future Vol, veh/h 963 21 9 948 17 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1058 23 10 1042 19 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1081 0 1599 529 Stage 1 - - - - 1058 - Stage 2 - - - - 541 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 641 - 97 494 Stage 1 - - - - 295 - Stage 2 - - - - 548 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 641 - 95 494 Mov Cap-2 Maneuver - - - - 213 - Stage 1 - - - - 295 - Stage 2 - - - - 539 - Approach EB WB NB HCM Control Delay, s 0 0.1 22.1 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 233 - - 641 - HCM Lane V/C Ratio 0.094 - - 0.015 - HCM Control Delay (s) 22.1 - - 10.7 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 0.3 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 207 of 1313Timings 2d No Build 2037 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 112 820 474 97 755 65 45 67 204 Future Volume (vph) 112 820 474 97 755 65 45 67 204 Lane Group Flow (vph) 118 863 499 102 795 68 341 71 422 Turn Type pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 6 6 2 2 4 Detector Phase 1 6 6 2 2 2 4 4 8 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 23.5 23.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 11.0 78.0 78.0 67.0 67.0 67.0 47.0 47.0 55.0 Total Split (%) 6.1% 43.3% 43.3% 37.2% 37.2% 37.2% 26.1% 26.1% 30.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.65 0.63 0.65 0.70 0.68 0.12 0.94 0.19 0.96 Control Delay 54.3 43.7 18.1 77.9 53.1 9.5 102.1 14.7 96.1 Queue Delay 0.0 1.8 0.8 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.3 45.5 18.8 77.9 53.1 9.5 102.1 14.7 96.1 Queue Length 50th (ft) 93 452 179 110 447 3 411 7 502 Queue Length 95th (ft) #161 533 328 #225 531 43 #608 55 #727 Internal Link Dist (ft) 546 347 374 946 Turn Bay Length (ft) 155 200 200 300 180 Base Capacity (vph) 181 1365 772 145 1162 555 379 385 456 Starvation Cap Reductn 0 328 84 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.65 0.83 0.73 0.70 0.68 0.12 0.90 0.18 0.93 Intersection Summary Cycle Length: 180 Actuated Cycle Length: 180 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 208 of 1313HCM 6th Signalized Intersection Summary 2d No Build 2037 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 112 820 474 97 755 65 279 45 67 118 204 79 Future Volume (veh/h) 112 820 474 97 755 65 279 45 67 118 204 79 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1683 1683 1630 1697 1697 1683 1683 1683 1683 1683 1683 1683 Adj Flow Rate, veh/h 118 863 0 102 795 0 294 47 0 124 215 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 6 1 1 2 2 2 2 2 2 2 Cap, veh/h 243 1553 212 1368 308 49 132 228 Arrive On Green 0.04 0.49 0.00 0.42 0.42 0.00 0.22 0.22 0.00 0.22 0.22 0.00 Sat Flow, veh/h 1603 3198 1381 581 3224 1427 1391 222 1427 605 1048 0 Grp Volume(v), veh/h 118 863 0 102 795 0 341 0 0 339 0 0 Grp Sat Flow(s),veh/h/ln 1603 1599 1381 581 1612 1427 1614 0 1427 1653 0 0 Q Serve(g_s), s 6.5 34.2 0.0 27.0 33.9 0.0 37.5 0.0 0.0 36.3 0.0 0.0 Cycle Q Clear(g_c), s 6.5 34.2 0.0 50.2 33.9 0.0 37.5 0.0 0.0 36.3 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.86 1.00 0.37 0.00 Lane Grp Cap(c), veh/h 243 1553 212 1368 358 0 360 0 V/C Ratio(X) 0.49 0.56 0.48 0.58 0.95 0.00 0.94 0.00 Avail Cap(c_a), veh/h 243 1553 212 1368 381 0 464 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.78 0.78 0.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 34.9 32.6 0.0 54.2 39.6 0.0 69.1 0.0 0.0 69.3 0.0 0.0 Incr Delay (d2), s/veh 1.2 1.1 0.0 7.7 1.8 0.0 33.2 0.0 0.0 24.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 13.3 0.0 4.4 13.6 0.0 18.8 0.0 0.0 17.8 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.1 33.8 0.0 61.9 41.4 0.0 102.4 0.0 0.0 93.4 0.0 0.0 LnGrp LOS D C E D F A F A Approach Vol, veh/h 981 897 341 339 Approach Delay, s/veh 34.0 43.7 102.4 93.4 Approach LOS C D F F Timer - Assigned Phs 1 2 4 6 8 Phs Duration (G+Y+Rc), s 11.0 80.9 44.4 91.9 43.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 62.5 42.5 73.5 50.5 Max Q Clear Time (g_c+I1), s 8.5 52.2 39.5 36.2 38.3 Green Ext Time (p_c), s 0.0 5.4 0.4 9.2 0.9 Intersection Summary HCM 6th Ctrl Delay 54.4 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 209 of 1313Timings 2d No Build 2037 PM 4: SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 637 1183 618 497 907 52 Future Volume (vph) 637 1183 618 497 907 52 Lane Group Flow (vph) 643 1195 624 502 916 53 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 1 6 2 2 3 4 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 6.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 28.0 55.0 27.0 27.0 38.0 27.0 Total Split (%) 23.3% 45.8% 22.5% 22.5% 31.7% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.77 0.60 0.59 0.62 0.96 0.32 Control Delay 49.0 18.5 40.3 6.9 64.3 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.0 18.5 40.3 6.9 64.3 7.0 Queue Length 50th (ft) 248 325 233 0 374 0 Queue Length 95th (ft) 306 398 314 100 #510 9 Internal Link Dist (ft) 349 546 Turn Bay Length (ft) 330 380 Base Capacity (vph) 831 2003 1054 816 958 355 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.77 0.60 0.59 0.62 0.96 0.15 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 210 of 1313HCM 6th Signalized Intersection Summary 2d No Build 2037 PM 4: SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 637 1183 0 0 618 497 907 0 52 0 0 0 Future Volume (veh/h) 637 1183 0 0 618 497 907 0 52 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1841 0 0 1885 1856 1870 0 1767 Adj Flow Rate, veh/h 643 1195 0 0 624 502 916 0 53 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 3 4 0 0 1 3 2 0 9 Cap, veh/h 671 2263 0 0 1481 650 961 0 416 Arrive On Green 0.20 0.65 0.00 0.00 0.41 0.41 0.28 0.00 0.28 Sat Flow, veh/h 3428 3589 0 0 3676 1572 3456 0 1497 Grp Volume(v), veh/h 643 1195 0 0 624 502 916 0 53 Grp Sat Flow(s),veh/h/ln 1714 1749 0 0 1791 1572 1728 0 1497 Q Serve(g_s), s 22.3 22.0 0.0 0.0 14.8 33.0 31.2 0.0 3.2 Cycle Q Clear(g_c), s 22.3 22.0 0.0 0.0 14.8 33.0 31.2 0.0 3.2 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 671 2263 0 0 1481 650 961 0 416 V/C Ratio(X) 0.96 0.53 0.00 0.00 0.42 0.77 0.95 0.00 0.13 Avail Cap(c_a), veh/h 671 2263 0 0 1481 650 965 0 418 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.67 0.67 1.00 0.00 1.00 Uniform Delay (d), s/veh 47.8 11.4 0.0 0.0 25.0 30.3 42.6 0.0 32.4 Incr Delay (d2), s/veh 24.7 0.9 0.0 0.0 0.6 5.9 18.7 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.5 7.7 0.0 0.0 6.2 13.5 15.8 0.0 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.4 12.2 0.0 0.0 25.6 36.2 61.2 0.0 32.6 LnGrp LOS E B A A C D E A C Approach Vol, veh/h 1838 1126 969 Approach Delay, s/veh 33.3 30.3 59.6 Approach LOS C C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 28.0 54.1 82.1 37.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 23.5 22.5 50.5 33.5 Max Q Clear Time (g_c+I1), s 24.3 35.0 24.0 33.2 Green Ext Time (p_c), s 0.0 0.0 12.4 0.1 Intersection Summary HCM 6th Ctrl Delay 38.9 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 211 of 1313F U T U R E “B UILD ” 2 0 3 7 I NTERSECTION A NALYSIS Page 212 of 1313HCM 6th TWSC 3c Build 2037 AM 1: Riverview Rd & Maner Rd 11-04-2025 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 8 14 568 209 15 Future Vol, veh/h 9 8 14 568 209 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 13 2 2 5 9 7 Mvmt Flow 10 9 15 611 225 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 874 233 241 0 - 0 Stage 1 233 - - - - - Stage 2 641 - - - - - Critical Hdwy 6.53 6.22 4.12 - - - Critical Hdwy Stg 1 5.53 - - - - - Critical Hdwy Stg 2 5.53 - - - - - Follow-up Hdwy 3.617 3.318 2.218 - - - Pot Cap-1 Maneuver 306 806 1326 - - - Stage 1 780 - - - - - Stage 2 504 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 301 806 1326 - - - Mov Cap-2 Maneuver 301 - - - - - Stage 1 767 - - - - - Stage 2 504 - - - - - Approach EB NB SB HCM Control Delay, s 13.8 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1326 - 427 - - HCM Lane V/C Ratio 0.011 - 0.043 - - HCM Control Delay (s) 7.7 0 13.8 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.1 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 213 of 1313HCM 6th TWSC 3c Build 2037 AM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-04-2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 999 8 0 831 13 11 Future Vol, veh/h 999 8 0 831 13 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 4 2 2 5 2 2 Mvmt Flow 1074 9 0 894 14 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1083 0 1521 537 Stage 1 - - - - 1074 - Stage 2 - - - - 447 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 640 - 109 488 Stage 1 - - - - 289 - Stage 2 - - - - 611 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 640 - 109 488 Mov Cap-2 Maneuver - - - - 220 - Stage 1 - - - - 289 - Stage 2 - - - - 611 - Approach EB WB NB HCM Control Delay, s 0 0 18.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 294 - - 640 - HCM Lane V/C Ratio 0.088 - - - - HCM Control Delay (s) 18.4 - - 0 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.3 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 214 of 1313Timings 3c Build 2037 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 216 794 162 62 650 132 131 168 47 Future Volume (vph) 216 794 162 62 650 132 131 168 47 Lane Group Flow (vph) 227 836 171 65 684 139 429 177 207 Turn Type pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 6 6 2 2 4 Detector Phase 1 6 6 2 2 2 4 4 8 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 17.0 51.0 51.0 34.0 34.0 34.0 44.0 44.0 45.0 Total Split (%) 12.1% 36.4% 36.4% 24.3% 24.3% 24.3% 31.4% 31.4% 32.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.62 0.57 0.25 0.48 0.92 0.31 0.98 0.34 0.78 Control Delay 38.0 29.6 9.3 60.7 70.4 8.9 88.4 8.9 64.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.0 29.6 9.3 60.7 70.4 8.9 88.4 8.9 64.9 Queue Length 50th (ft) 141 294 27 52 329 0 405 10 154 Queue Length 95th (ft) #272 409 85 114 #502 59 #635 72 232 Internal Link Dist (ft) 266 347 197 628 Turn Bay Length (ft) 155 180 200 300 160 Base Capacity (vph) 368 1475 675 135 742 444 437 519 473 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.62 0.57 0.25 0.48 0.92 0.31 0.98 0.34 0.44 Intersection Summary Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 215 of 1313HCM 6th Signalized Intersection Summary 3c Build 2037 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 216 794 162 62 650 132 276 131 168 45 47 105 Future Volume (veh/h) 216 794 162 62 650 132 276 131 168 45 47 105 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1670 1657 1550 1683 1643 1670 1603 1657 1683 1683 1670 1683 Adj Flow Rate, veh/h 227 836 0 65 684 0 291 138 0 47 49 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 4 12 2 5 3 8 4 2 2 3 2 Cap, veh/h 377 1738 282 1345 303 144 58 60 Arrive On Green 0.09 0.55 0.00 0.43 0.43 0.00 0.28 0.28 0.00 0.07 0.07 0.00 Sat Flow, veh/h 1590 3148 1314 591 3122 1415 1087 515 1427 798 832 0 Grp Volume(v), veh/h 227 836 0 65 684 0 429 0 0 96 0 0 Grp Sat Flow(s),veh/h/ln 1590 1574 1314 591 1561 1415 1602 0 1427 1630 0 0 Q Serve(g_s), s 10.9 22.7 0.0 10.5 22.4 0.0 36.9 0.0 0.0 8.1 0.0 0.0 Cycle Q Clear(g_c), s 10.9 22.7 0.0 16.2 22.4 0.0 36.9 0.0 0.0 8.1 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.68 1.00 0.49 0.00 Lane Grp Cap(c), veh/h 377 1738 282 1345 447 0 118 0 V/C Ratio(X) 0.60 0.48 0.23 0.51 0.96 0.00 0.81 0.00 Avail Cap(c_a), veh/h 377 1738 282 1345 452 0 472 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 20.9 19.1 0.0 29.2 29.0 0.0 49.7 0.0 0.0 64.0 0.0 0.0 Incr Delay (d2), s/veh 2.7 1.0 0.0 1.9 1.4 0.0 32.1 0.0 0.0 12.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.1 8.1 0.0 1.6 8.4 0.0 18.6 0.0 0.0 3.8 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.6 20.1 0.0 31.1 30.4 0.0 81.8 0.0 0.0 76.4 0.0 0.0 LnGrp LOS C C C C F A E A Approach Vol, veh/h 1063 749 429 96 Approach Delay, s/veh 20.8 30.5 81.8 76.4 Approach LOS C C F E Timer - Assigned Phs 1 2 4 6 8 Phs Duration (G+Y+Rc), s 17.0 64.8 43.5 81.8 14.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 12.5 29.5 39.5 46.5 40.5 Max Q Clear Time (g_c+I1), s 12.9 24.4 38.9 24.7 10.1 Green Ext Time (p_c), s 0.0 2.6 0.1 7.4 0.3 Intersection Summary HCM 6th Ctrl Delay 37.4 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 216 of 1313Timings 3c Build 2037 AM 4: SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 651 968 521 552 751 90 Future Volume (vph) 651 968 521 552 751 90 Lane Group Flow (vph) 708 1052 566 600 816 98 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 1 6 2 2 3 4 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 6.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 31.0 59.0 28.0 28.0 35.0 26.0 Total Split (%) 25.8% 49.2% 23.3% 23.3% 29.2% 21.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.79 0.53 0.65 0.72 0.95 0.54 Control Delay 47.0 17.4 44.8 8.9 65.8 22.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.0 17.4 44.8 8.9 65.8 22.6 Queue Length 50th (ft) 271 253 211 0 333 2 Queue Length 95th (ft) 335 353 #325 128 #461 57 Internal Link Dist (ft) 349 201 Turn Bay Length (ft) 330 380 Base Capacity (vph) 900 1968 876 833 864 338 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.79 0.53 0.65 0.72 0.94 0.29 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 217 of 1313HCM 6th Signalized Intersection Summary 3c Build 2037 AM 4: SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 651 968 0 0 521 552 751 0 90 0 0 0 Future Volume (veh/h) 651 968 0 0 521 552 751 0 90 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1781 1826 0 0 1811 1796 1856 0 1737 Adj Flow Rate, veh/h 708 1052 0 0 566 600 816 0 98 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8 5 0 0 6 7 3 0 11 Cap, veh/h 727 2335 0 0 1427 631 864 0 371 Arrive On Green 0.22 0.67 0.00 0.00 0.41 0.41 0.25 0.00 0.25 Sat Flow, veh/h 3291 3561 0 0 3532 1522 3428 0 1472 Grp Volume(v), veh/h 708 1052 0 0 566 600 816 0 98 Grp Sat Flow(s),veh/h/ln 1646 1735 0 0 1721 1522 1714 0 1472 Q Serve(g_s), s 25.6 17.1 0.0 0.0 13.8 45.7 28.0 0.0 6.4 Cycle Q Clear(g_c), s 25.6 17.1 0.0 0.0 13.8 45.7 28.0 0.0 6.4 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 727 2335 0 0 1427 631 864 0 371 V/C Ratio(X) 0.97 0.45 0.00 0.00 0.40 0.95 0.94 0.00 0.26 Avail Cap(c_a), veh/h 727 2335 0 0 1427 631 871 0 374 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 46.4 9.2 0.0 0.0 24.6 33.9 44.1 0.0 36.0 Incr Delay (d2), s/veh 27.0 0.6 0.0 0.0 0.8 25.5 18.4 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.8 5.8 0.0 0.0 5.6 21.1 14.1 0.0 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 73.4 9.8 0.0 0.0 25.4 59.5 62.4 0.0 36.3 LnGrp LOS E A A A C E E A D Approach Vol, veh/h 1760 1166 914 Approach Delay, s/veh 35.4 42.9 59.6 Approach LOS D D E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 31.0 54.3 85.3 34.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 26.5 23.5 54.5 30.5 Max Q Clear Time (g_c+I1), s 27.6 47.7 19.1 30.0 Green Ext Time (p_c), s 0.0 0.0 11.9 0.2 Intersection Summary HCM 6th Ctrl Delay 43.5 HCM 6th LOS D A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 218 of 1313HCM 6th TWSC 3c Build 2037 AM 5: Drwy 1 (RIRO) & SR 280 (S Cobb Dr) 11-04-2025 Intersection Int Delay, s/veh 2.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 897 225 0 1110 0 277 Future Vol, veh/h 897 225 0 1110 0 277 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Yield Storage Length - 0 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 975 245 0 1207 0 301 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 488 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver - 0 0 - 0 526 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 526 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 20.6 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 526 - - HCM Lane V/C Ratio 0.572 - - HCM Control Delay (s) 20.6 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 3.6 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 7 Page 219 of 1313HCM 6th TWSC 3c Build 2037 AM 6: Riverview Rd & Drwy 2 (RIRO) 11-04-2025 Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 40 0 576 185 88 Future Vol, veh/h 0 40 0 576 185 88 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - None - Free Storage Length - 0 - - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 43 0 626 201 96 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 201 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - - - Pot Cap-1 Maneuver 0 840 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 840 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 9.5 0 0 HCM LOS A Minor Lane/Major Mvmt NBTEBLn1 SBT Capacity (veh/h) - 840 - HCM Lane V/C Ratio - 0.052 - HCM Control Delay (s) - 9.5 - HCM Lane LOS - A - HCM 95th %tile Q(veh) - 0.2 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 8 Page 220 of 1313HCM 6th TWSC 3c Build 2037 AM 7: Maner Rd & Drwy 3 11-04-2025 Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 2 8 13 16 9 2 Future Vol, veh/h 2 8 13 16 9 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 9 14 17 10 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 31 0 - 0 36 23 Stage 1 - - - - 23 - Stage 2 - - - - 13 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1582 - - - 977 1054 Stage 1 - - - - 1000 - Stage 2 - - - - 1010 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1582 - - - 976 1054 Mov Cap-2 Maneuver - - - - 976 - Stage 1 - - - - 999 - Stage 2 - - - - 1010 - Approach EB WB SB HCM Control Delay, s 1.5 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1582 - - - 989 HCM Lane V/C Ratio 0.001 - - - 0.012 HCM Control Delay (s) 7.3 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 9 Page 221 of 1313HCM 6th TWSC 3d Build 2037 PM 1: Riverview Rd & Maner Rd 11-04-2025 Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 12 9 14 353 802 4 Future Vol, veh/h 12 9 14 353 802 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 3 3 2 Mvmt Flow 13 9 15 368 835 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1235 837 839 0 - 0 Stage 1 837 - - - - - Stage 2 398 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 195 367 796 - - - Stage 1 425 - - - - - Stage 2 678 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 190 367 796 - - - Mov Cap-2 Maneuver 190 - - - - - Stage 1 415 - - - - - Stage 2 678 - - - - - Approach EB NB SB HCM Control Delay, s 21.5 0.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 796 - 240 - - HCM Lane V/C Ratio 0.018 - 0.091 - - HCM Control Delay (s) 9.6 0 21.5 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0.1 - 0.3 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 222 of 1313HCM 6th TWSC 3d Build 2037 PM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-04-2025 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1000 21 9 985 17 3 Future Vol, veh/h 1000 21 9 985 17 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1099 23 10 1082 19 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1122 0 1660 550 Stage 1 - - - - 1099 - Stage 2 - - - - 561 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 618 - 88 479 Stage 1 - - - - 281 - Stage 2 - - - - 535 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 618 - 87 479 Mov Cap-2 Maneuver - - - - 202 - Stage 1 - - - - 281 - Stage 2 - - - - 526 - Approach EB WB NB HCM Control Delay, s 0 0.1 23.1 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 221 - - 618 - HCM Lane V/C Ratio 0.099 - - 0.016 - HCM Control Delay (s) 23.1 - - 10.9 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 0.3 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 223 of 1313Timings 3d Build 2037 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 185 857 474 134 755 65 45 67 216 Future Volume (vph) 185 857 474 134 755 65 45 67 216 Lane Group Flow (vph) 195 902 499 141 795 68 341 71 434 Turn Type pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 6 6 2 2 4 Detector Phase 1 6 6 2 2 2 4 4 8 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 13.0 85.0 85.0 72.0 72.0 72.0 44.0 44.0 51.0 Total Split (%) 7.2% 47.2% 47.2% 40.0% 40.0% 40.0% 24.4% 24.4% 28.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.98 0.63 0.64 0.97 0.66 0.12 0.97 0.20 1.03 Control Delay 97.5 40.9 18.1 119.8 49.9 8.4 110.2 15.4 113.3 Queue Delay 0.0 3.2 1.2 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 97.5 44.1 19.4 119.8 49.9 8.4 110.2 15.4 113.3 Queue Length 50th (ft) 150 447 190 170 427 2 421 7 ~564 Queue Length 95th (ft) #319 526 331 #335 507 41 #642 57 #806 Internal Link Dist (ft) 266 347 197 628 Turn Bay Length (ft) 155 180 200 300 160 Base Capacity (vph) 199 1424 779 146 1206 575 352 362 422 Starvation Cap Reductn 0 407 117 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.98 0.89 0.75 0.97 0.66 0.12 0.97 0.20 1.03 Intersection Summary Cycle Length: 180 Actuated Cycle Length: 180 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 224 of 1313HCM 6th Signalized Intersection Summary 3d Build 2037 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 185 857 474 134 755 65 279 45 67 118 216 79 Future Volume (veh/h) 185 857 474 134 755 65 279 45 67 118 216 79 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1683 1683 1630 1697 1697 1683 1683 1683 1683 1683 1683 1683 Adj Flow Rate, veh/h 195 902 0 141 795 0 294 47 0 124 227 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 6 1 1 2 2 2 2 2 2 2 Cap, veh/h 248 1540 196 1320 305 49 131 240 Arrive On Green 0.05 0.48 0.00 0.41 0.41 0.00 0.22 0.22 0.00 0.22 0.22 0.00 Sat Flow, veh/h 1603 3198 1381 560 3224 1427 1391 222 1427 584 1070 0 Grp Volume(v), veh/h 195 902 0 141 795 0 341 0 0 351 0 0 Grp Sat Flow(s),veh/h/ln 1603 1599 1381 560 1612 1427 1614 0 1427 1654 0 0 Q Serve(g_s), s 8.5 36.7 0.0 43.7 34.8 0.0 37.6 0.0 0.0 37.6 0.0 0.0 Cycle Q Clear(g_c), s 8.5 36.7 0.0 67.4 34.8 0.0 37.6 0.0 0.0 37.6 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.86 1.00 0.35 0.00 Lane Grp Cap(c), veh/h 248 1540 196 1320 354 0 370 0 V/C Ratio(X) 0.78 0.59 0.72 0.60 0.96 0.00 0.95 0.00 Avail Cap(c_a), veh/h 248 1540 196 1320 354 0 427 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 45.9 33.7 0.0 62.7 41.7 0.0 69.5 0.0 0.0 68.8 0.0 0.0 Incr Delay (d2), s/veh 15.1 1.6 0.0 20.4 2.0 0.0 38.0 0.0 0.0 28.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.7 14.4 0.0 7.2 14.1 0.0 19.3 0.0 0.0 18.8 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 61.1 35.3 0.0 83.1 43.7 0.0 107.5 0.0 0.0 97.3 0.0 0.0 LnGrp LOS E D F D F A F A Approach Vol, veh/h 1097 936 341 351 Approach Delay, s/veh 39.9 49.7 107.5 97.3 Approach LOS D D F F Timer - Assigned Phs 1 2 4 6 8 Phs Duration (G+Y+Rc), s 13.0 78.2 44.0 91.2 44.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.5 67.5 39.5 80.5 46.5 Max Q Clear Time (g_c+I1), s 10.5 69.4 39.6 38.7 39.6 Green Ext Time (p_c), s 0.0 0.0 0.0 10.0 0.7 Intersection Summary HCM 6th Ctrl Delay 59.1 HCM 6th LOS E Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. Unsignalized Delay for [NBR, EBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 225 of 1313Timings 3d Build 2037 PM 4: SR 280 (S Cobb Dr) 11-04-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 637 1244 679 497 907 52 Future Volume (vph) 637 1244 679 497 907 52 Lane Group Flow (vph) 643 1257 686 502 916 53 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 1 6 2 2 3 4 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 6.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 27.0 56.0 29.0 29.0 37.0 27.0 Total Split (%) 22.5% 46.7% 24.2% 24.2% 30.8% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.74 0.62 0.66 0.62 0.99 0.32 Control Delay 47.0 18.5 41.8 6.8 70.1 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.0 18.5 41.8 6.8 70.1 7.0 Queue Length 50th (ft) 247 344 260 0 378 0 Queue Length 95th (ft) 306 421 345 98 #522 9 Internal Link Dist (ft) 349 201 Turn Bay Length (ft) 330 380 Base Capacity (vph) 864 2026 1044 813 929 355 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.74 0.62 0.66 0.62 0.99 0.15 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 120 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 226 of 1313HCM 6th Signalized Intersection Summary 3d Build 2037 PM 4: SR 280 (S Cobb Dr) 11-04-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 637 1244 0 0 679 497 907 0 52 0 0 0 Future Volume (veh/h) 637 1244 0 0 679 497 907 0 52 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1841 0 0 1885 1856 1870 0 1767 Adj Flow Rate, veh/h 643 1257 0 0 686 502 916 0 53 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 3 4 0 0 1 3 2 0 9 Cap, veh/h 643 2288 0 0 1537 675 936 0 405 Arrive On Green 0.19 0.65 0.00 0.00 0.43 0.43 0.27 0.00 0.27 Sat Flow, veh/h 3428 3589 0 0 3676 1572 3456 0 1497 Grp Volume(v), veh/h 643 1257 0 0 686 502 916 0 53 Grp Sat Flow(s),veh/h/ln 1714 1749 0 0 1791 1572 1728 0 1497 Q Serve(g_s), s 22.5 23.3 0.0 0.0 16.2 32.1 31.6 0.0 3.2 Cycle Q Clear(g_c), s 22.5 23.3 0.0 0.0 16.2 32.1 31.6 0.0 3.2 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 643 2288 0 0 1537 675 936 0 405 V/C Ratio(X) 1.00 0.55 0.00 0.00 0.45 0.74 0.98 0.00 0.13 Avail Cap(c_a), veh/h 643 2288 0 0 1537 675 936 0 405 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 48.8 11.2 0.0 0.0 24.2 28.7 43.4 0.0 33.1 Incr Delay (d2), s/veh 35.6 1.0 0.0 0.0 0.9 7.3 24.2 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.5 8.1 0.0 0.0 6.8 13.4 16.6 0.0 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 84.3 12.2 0.0 0.0 25.1 36.0 67.6 0.0 33.2 LnGrp LOS F B A A C D E A C Approach Vol, veh/h 1900 1188 969 Approach Delay, s/veh 36.6 29.7 65.7 Approach LOS D C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 27.0 56.0 83.0 37.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 22.5 24.5 51.5 32.5 Max Q Clear Time (g_c+I1), s 24.5 34.1 25.3 33.6 Green Ext Time (p_c), s 0.0 0.0 13.1 0.0 Intersection Summary HCM 6th Ctrl Delay 41.5 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 227 of 1313HCM 6th TWSC 3d Build 2037 PM 5: Drwy 1 (RIRO) & SR 280 (S Cobb Dr) 11-04-2025 Intersection Int Delay, s/veh 2.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1303 164 0 1184 0 213 Future Vol, veh/h 1303 164 0 1184 0 213 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Yield Storage Length - 0 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1416 178 0 1287 0 232 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 708 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver - 0 0 - 0 377 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 377 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 28.6 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 377 - - HCM Lane V/C Ratio 0.614 - - HCM Control Delay (s) 28.6 - - HCM Lane LOS D - - HCM 95th %tile Q(veh) 3.9 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 7 Page 228 of 1313HCM 6th TWSC 3d Build 2037 PM 6: Riverview Rd & Drwy 2 (RIRO) 11-04-2025 Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 62 0 366 745 105 Future Vol, veh/h 0 62 0 366 745 105 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - None - Free Storage Length - 0 - - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 67 0 398 810 114 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 810 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - - - Pot Cap-1 Maneuver 0 380 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 380 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 16.5 0 0 HCM LOS C Minor Lane/Major Mvmt NBTEBLn1 SBT Capacity (veh/h) - 380 - HCM Lane V/C Ratio - 0.177 - HCM Control Delay (s) - 16.5 - HCM Lane LOS - C - HCM 95th %tile Q(veh) - 0.6 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 8 Page 229 of 1313HCM 6th TWSC 3d Build 2037 PM 7: Maner Rd & Drwy 3 11-04-2025 Intersection Int Delay, s/veh 2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 2 13 7 12 8 0 Future Vol, veh/h 2 13 7 12 8 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 14 8 13 9 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 21 0 - 0 33 15 Stage 1 - - - - 15 - Stage 2 - - - - 18 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1595 - - - 980 1065 Stage 1 - - - - 1008 - Stage 2 - - - - 1005 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1595 - - - 979 1065 Mov Cap-2 Maneuver - - - - 979 - Stage 1 - - - - 1007 - Stage 2 - - - - 1005 - Approach EB WB SB HCM Control Delay, s 1 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1595 - - - 979 HCM Lane V/C Ratio 0.001 - - - 0.009 HCM Control Delay (s) 7.3 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 9 Page 230 of 1313T R A F F I C V O L U M E W ORKSHEETS Page 231 of 131325-142 5322 South Cobb Drive, Cobb County GA 30080 A&R Engineering Traffic Volumes November 2025 1.Riverview Rd @ Maner Rd A.M. Peak Hour Riverview Road Riverview Road Maner Road - Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 005060506001801419408019 00000 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 005160516001841419808019 00000 No-Build 2037 Volumes: 005680568002021521709011000000 Total New Trips: 014001400707 00077 00000 Pass-by Trips: 00000 00000 00000 00000 Future 2027 Traffic Volumes: 0145160530001911420508081600000 Future 2037 Traffic Volumes: 0145680582002091522409081700000 P.M. Peak Hour Riverview Road Riverview Road Maner Road - Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 023150317007104714011031400000 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 023210323007244728011031400000 No-Build 2037 Volumes: 023530355007964800012031500000 Total New Trips: 012001200606 00066 00000 Pass-by Trips: 00000 00000 00000 00000 Future 2027 Traffic Volumes: 0143210335007304734011092000000 Future 2037 Traffic Volumes: 0143530367008024806012092100000 Page 232 of 131325-142 5322 South Cobb Drive, Cobb County GA 30080 A&R Engineering Traffic Volumes November 2025 2.SR 280 @ Elmwood Cir A.M. Peak Hour Elmwood Circle - SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 0120102200000 008557862007040704 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 0120102200000 008727879007180718 No-Build 2037 Volumes: 0130112400000 009598967007900790 Total New Trips: 00000 00000 00400400041041 Pass-by Trips: 00000 00000 00000 00000 Future 2027 Traffic Volumes: 0120102200000 009127919007590759 Future 2037 Traffic Volumes: 0130112400000 0099981007 0 0 831 0 831 P.M. Peak Hour Elmwood Circle - SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 015031800000 0085819877088450853 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 015031800000 0087519894088620870 No-Build 2037 Volumes: 017032000000 0096321984099480957 Total New Trips: 00000 00000 00370370037037 Pass-by Trips: 00000 00000 00000 00000 Future 2027 Traffic Volumes: 015031800000 0091219931088990907 Future 2037 Traffic Volumes: 017032000000 001000 21 1021 0 9 985 0 994 Page 233 of 131325-142 5322 South Cobb Drive, Cobb County GA 30080 A&R Engineering Traffic Volumes November 2025 3.SR 280@Riverwood Rd-Maner Rd A.M. Peak Hour Riverview Road Maner Road SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 0 246 117 150 513 0 40 29 93 162 11 111 672 144 938 0 19 579 118 716 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 0 251 119 153 523 0 41 30 95 166 11 113 685 147 956 0 19 591 120 730 No-Build 2037 Volumes: 0 276 131 168 575 0 45 33 105 183 12 124 754 162 1052 0 21 650 132 803 Total New Trips: 0 0 0 0 0 0 0 14 0 14 67 13 40 0 120 0 41 0 0 41 Pass-by Trips: 00000 00000 00000 00000 Future 2027 Traffic Volumes: 0 251 119 153 523 0 41 44 95 180 78 126 725 147 1076 0 60 591 120 771 Future 2037 Traffic Volumes: 0 276 131 168 575 0 45 47 105 197 79 137 794 162 1172 0 62 650 132 844 P.M. Peak Hour Riverview Road Maner Road SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 0 249 40 60 349 0 105 181 71 357 8 92 730 423 1253 0 86 673 58 817 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 0 254 41 61 356 0 107 185 72 364 8 94 745 431 1278 0 88 686 59 833 No-Build 2037 Volumes: 0 279 45 67 391 0 118 204 79 401 9 103 820 474 1406 0 97 755 65 917 Total New Trips: 0 0 0 0 0 0 0 12 0 12 61 12 37 0 110 0 37 0 0 37 Pass-by Trips: 00000 00000 00000 00000 Future 2027 Traffic Volumes: 0 254 41 61 356 0 107 197 72 376 69 106 782 431 1388 0 125 686 59 870 Future 2037 Traffic Volumes: 0 279 45 67 391 0 118 216 79 413 70 115 857 474 1516 0 134 755 65 954 Page 234 of 131325-142 5322 South Cobb Drive, Cobb County GA 30080 A&R Engineering Traffic Volumes November 2025 4.SR 280 @ I-285 NB Ramp A.M. Peak Hour I-285 Northbound Ramp I-285 Northbound Ramp SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 066918075000000 058080101381 0 0 405 492 897 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 068218276500000 059281701409 0 0 413 502 915 No-Build 2037 Volumes: 075019084100000 065189901550 0 0 454 552 1006 Total New Trips: 00000 00000 00690690067067 Pass-by Trips: 00000 00000 00000 00000 Future 2027 Traffic Volumes: 068218276500000 059288601478 0 0 480 502 982 Future 2037 Traffic Volumes: 075019084100000 065196801619 0 0 521 552 1073 P.M. Peak Hour I-285 Northbound Ramp I-285 Northbound Ramp SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 080724685500000 05681054 0 1622 0 0 551 443 994 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 082324787200000 05791075 0 1654 0 0 562 452 1014 No-Build 2037 Volumes: 090525295900000 06371183 0 1820 0 0 618 497 1115 Total New Trips: 00000 00000 00610610061061 Pass-by Trips: 00000 00000 00000 00000 Future 2027 Traffic Volumes: 082324787200000 05791136 0 1715 0 0 623 452 1075 Future 2037 Traffic Volumes: 090525295900000 06371244 0 1881 0 0 679 497 1176 Page 235 of 131325-142 5322 South Cobb Drive, Cobb County GA 30080 A&R Engineering Traffic Volumes November 2025 5.SR 280 @ Drwy 1 (RIRO) A.M. Peak Hour Site Driveway 1 (Right-In/Right-Out) - SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 00000 00000 009380938009290929 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 00000 00000 009570957009480948 No-Build 2037 Volumes: 00000 00000 001053 0 1053 0 0 1043 0 1043 Total New Trips: 00012112100000 00069690067067 Pass-by Trips: 00015615600000 00-1561560 00000 Future 2027 Traffic Volumes: 00027727700000 008012251026 0 0 1015 0 1015 Future 2037 Traffic Volumes: 00027727700000 008972251122 0 0 1110 0 1110 P.M. Peak Hour Site Driveway 1 (Right-In/Right-Out) - SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 00000 00000 001253 0 1253 0 0 1001 0 1001 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 00000 00000 001278 0 1278 0 0 1021 0 1021 No-Build 2037 Volumes: 00000 00000 001406 0 1406 0 0 1123 0 1123 Total New Trips: 00011011000000 00061610061061 Pass-by Trips: 00010310300000 00-1031030 00000 Future 2027 Traffic Volumes: 00021321300000 001175 164 1339 0 0 1082 0 1082 Future 2037 Traffic Volumes: 00021321300000 001303 164 1467 0 0 1184 0 1184 Page 236 of 131325-142 5322 South Cobb Drive, Cobb County GA 30080 A&R Engineering Traffic Volumes November 2025 6.Riverview Rd @ Drwy 2 (RIRO) A.M. Peak Hour Riverview Road Riverview Road Site Driveway 2 (Right-In/Right-Out) - Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 00514051400194019400000 00000 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 00524052400198019800000 00000 No-Build 2037 Volumes: 00576057600218021800000 00000 Total New Trips: 00000 000555500077 00000 Pass-by Trips: 00000 00-33330 000333300000 Future 2027 Traffic Volumes: 0052405240016588253000404000000 Future 2037 Traffic Volumes: 0057605760018588273000404000000 P.M. Peak Hour Riverview Road Riverview Road Site Driveway 2 (Right-In/Right-Out) - Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 00326032600714071400000 00000 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 00333033300728072800000 00000 No-Build 2037 Volumes: 00366036600801080100000 00000 Total New Trips: 00000 000494900066 00000 Pass-by Trips: 00000 00-56560 000565600000 Future 2027 Traffic Volumes: 00333033300672105777000626200000 Future 2037 Traffic Volumes: 00366036600745105850000626200000 Page 237 of 131325-142 5322 South Cobb Drive, Cobb County GA 30080 A&R Engineering Traffic Volumes November 2025 7. Riverview Rd @ Drwy 3 A.M. Peak Hour - Site Driveway 3 Maner Road Maner Road Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 00000 00000 00909 0014014 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 00000 00000 00909 0014014 No-Build 2037 Volumes: 00000 00000 00100100015015 Total New Trips: 00000 07007 00000 0001414 Pass-by Trips: 00000 02024 02-200 00-220 Future 2027 Traffic Volumes: 00000 09021102709 00121628 Future 2037 Traffic Volumes: 00000 09021102801000131629 P.M. Peak Hour - Site Driveway 3 Maner Road Maner Road Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 00000 00000 001401400606 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 00000 00000 001401400606 No-Build 2037 Volumes: 00000 00000 001501500707 Total New Trips: 00000 06006 00000 0001212 Pass-by Trips: 00000 02002 02-200 00000 Future 2027 Traffic Volumes: 00000 08008 02120140061218 Future 2037 Traffic Volumes: 00000 08008 02130150071219 Page 238 of 1313 T R A F F I C I M P A C T S TUDY FOR P R O P O S E D C ONVENIENCE S TORE /G A S S T A T I O N D EVELOPMENT AT 5 32 2 S O U T H C O B B D RIVE C O B B C OUNTY , G EORGIA Prepared for: Knight Partners, LLC 3465 NORTHSIDE PKWY NW ATLANTA, GA 30327 Prepared By: A&R Engineering Inc. 2160 Kingston Court, Suite O Marietta, GA 30067 Tel: (770) 690-9255 Fax: (770) 690-9210 www.areng.com December 3, 2025 A & R Project # 25-142 Page 239 of 1313 T ABLE OF C ONTENTS Item Page 1.0 Introduction ...........................................................................................................................1 2.0 Existing Facilities / Conditions .................................................................................................4 2.1 Roadway Facilities ....................................................................................................................... 4 2.1.1 SR 280 (South Cobb Drive) ........................................................................................................... 4 2.1.2 Riverview Road ............................................................................................................................ 4 2.1.3 Maner Road ................................................................................................................................. 4 2.1.4 Elmwood Circle ............................................................................................................................ 4 2.1.5 Maner Road ................................................................................................................................. 4 3.0 Study Methodology ................................................................................................................5 3.1 Unsignalized Intersections ........................................................................................................... 5 3.2 Signalized Intersections ............................................................................................................... 6 4.0 Existing 2025 Traffic Analysis ...................................................................................................7 4.1 Existing Traffic Volumes............................................................................................................... 7 4.2 Existing Traffic Operations ......................................................................................................... 10 5.0 Proposed Development ......................................................................................................... 11 5.1 Trip Generation ......................................................................................................................... 13 5.2 Trip Distribution ......................................................................................................................... 13 6.0 Future Traffic Analysis ........................................................................................................... 16 6.1 Future “No-Build” Conditions .................................................................................................... 16 6.1.1 Annual Traffic Growth ............................................................................................................... 16 6.2 Future “Build” Conditions .......................................................................................................... 16 6.3 Auxiliary Lane Analysis ............................................................................................................... 19 6.3.1 Left Turn Lane Analysis .............................................................................................................. 19 6.3.2 Deceleration Turn Lane Analysis ............................................................................................... 19 6.4 Future Opening Year 2027 Traffic Operations........................................................................... 20 6.5 Future Horizon Year 2037 Traffic Operations ............................................................................ 23 6.5.1 I-285 West Side Express Lanes project ...................................................................................... 24 7.0 Conclusions and Recommendations....................................................................................... 26 7.1 Recommendation for Site Access Configuration ....................................................................... 27 Appendix Page 240 of 1313 L IST OF T ABLES Item Page Table 1 – Level of Service Criteria for Unsignalized Intersections ................................................................ 5 Table 2 – Level of Service Criteria for Signalized Intersections .................................................................... 6 Table 3 – Existing Intersection Operations ................................................................................................. 10 Table 4– Trip Generation for Proposed Development ............................................................................... 13 Table 5 – Future Opening Year 2027 Intersection Operations ................................................................... 20 Table 6– Future Horizon Year 2037 Intersection Operations ..................................................................... 23 L IST OF F IGURES Item Page Figure 1 – Location Map................................................................................................................................ 3 Figure 2 – Existing Weekday Peak Hour Volumes ......................................................................................... 8 Figure 3 – Existing Traffic Control and Lane Geometry ................................................................................ 9 Figure 4 – Site Plan ...................................................................................................................................... 12 Figure 5 – Trip Distribution and Site Generated Peak Hour Volumes ........................................................ 14 Figure 6 – Site Peak Hour Pass-By Volumes ................................................................................................ 15 Figure 7A – Future 2027 (No-Build) Peak Hour Volumes ............................................................................ 17 Figure 8A – Future 2027 (Build) Peak Hour Volumes ................................................................................. 18 Figure 7B – Future 2037 (No-Build) Peak Hour Volumes ............................................................................ 21 Figure 8B – Future 2037 (Build) Peak Hour Volumes .................................................................................. 22 Figure 9 – Future Traffic Control and Lane Geometry ................................................................................ 25 Page 241 of 13131.0 I NTRODUCTION The purpose of this study is to determine the traffic impact from the proposed Convenience Store/Gas Station development at 5322 South Cobb Drive, in Cobb County, Georgia. The traffic analysis evaluates the current operations and future conditions with the traffic generated by the development. The proposed development will consist of 5,135 sf of convenience store building (which includes the 1,500 sf quick service restaurant) and gas station with 8 pumps (16 vehicle fuelling position) along with 1,000 sf building serving as an automated car wash. The development plans to convert the existing right-in only and right-out only driveways on South Cobb Drive into a standard right-in/right-out driveway with a deceleration lane. Additionally, the plan proposes a right-in/right-out driveway on Riverview Road and a full-access driveway on Maner Road. The site location is illustrated in Figure 1 below. The AM and PM peak hours have been analysed in this study. In addition to the site access points, this study includes the evaluation of traffic operations at the intersections of: 1. Riverview Road at Maner Road 2. SR 280 (South Cobb Drive) at Elmwood Circle 3. SR 280 (South Cobb Drive) at Riverview Road/Maner Road 4. SR 280 (South Cobb Drive) at I-285 Northbound Ramp A&R Engineering Inc. 1 Page 242 of 1313Recommendations to improve traffic operations have been identified as appropriate and are discussed in detail in the following sections of the report. The location of the development and the surrounding roadway network are shown in Figure 1. A&R Engineering Inc. 2 Page 243 of 1313 # Study Intersection Tibarron Pkwy The Perimeter S Cobb Dr Kershaw Ct 4 The Perimeter Right-In Only Maner Terrace 5 Right-Out Only SITE Maner Rd 3 Towneheights Terrace Maner Rd Manerdale Dr 6 S Cobb Dr 7 1 2 Landsmere Dr Riverview Rd Elmwood Cir Alanis Elmwood Cir Pl Concordia Pl LOCATION MAP FIGURE 1 A&R Engineering Inc. 3 Page 244 of 13132.0 E XISTING F ACILITIES / C ONDITIONS 2.1 Roadway Facilities The following is a brief description of each of the roadway facilities located in proximity to the site: 2.1.1 SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) is an east-west, four-lane with two-way left turn lane and posted speed limit of 45 mph in the vicinity of the site. Georgia Department of Transportation (GDOT) traffic counts (Station ID: 067-2601) indicate that the daily traffic volume on SR 280 (South Cobb Drive) in 2023 was 18,900 vehicles per day northeast of Elmwood Circle. Cobb County classifies SR 280 (South Cobb Drive) as an urban minor arterial roadway. 2.1.2 Riverview Road Riverview Road is a north-south, two-lane, undivided roadway with a posted speed limit of 35 mph in the vicinity of the site. Cobb county classifies Riverview Road as an major collector. 2.1.3 Maner Road Maner Road is an east-west, two-lane, undivided roadway with a posted speed limit of 25 mph in the vicinity of the site. 2.1.4 Elmwood Circle Elmwood Circle is a north-south, two-lane, undivided roadway with a posted speed limit of 25 mph in the vicinity of the site. 2.1.5 Maner Road Maner Road is a north-south, two-lane, undivided roadway with a posted speed limit of 35 mph in the vicinity of the site. A&R Engineering Inc. 4 Page 245 of 13133.0 S TUDY M ETHODOLOGY In this study, the methodology used for evaluating traffic operations at each of the subject intersections is based on the criteria set forth in the Transportation Research Board Highway Capacity Manual, 6th edition (HCM 6). Synchro software, which utilizes the HCM methodology, was used for the analysis. The following is a description of the methodology employed for the analysis of unsignalized and signalized intersections. 3.1 Unsignalized Intersections For unsignalized intersections controlled by a stop sign on minor streets, the level of service (LOS) for motor vehicles with controlled movements is determined by the computed control delay according to the thresholds stated in Table 1 below. LOS is determined for each minor street movement (or shared movement), as well as major street left turns. LOS is not defined for the intersection as a whole or for major street approaches. The LOS of any controlled movement which experiences a volume to capacity ratio greater than 1 is designated as “F” regardless of the control delay. Control delay for unsignalized intersections includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. Several factors affect the control delay for unsignalized intersections, such as the availability and distribution of gaps in the conflicting traffic stream, critical gaps, and follow-up time for a vehicle in the queue. Level of service is assigned a letter designation from “A” through “F”. Level of service “A” indicates excellent operations with little delay to motorists, while level of service “F” exists when there are insufficient gaps of acceptable size to allow vehicles on the side street to cross the main road without experiencing long delays. Table 1 – Level of Service Criteria for Unsignalized Intersections LOS by Volume-to-Capacity Ratio* Control Delay (sec/vehicle) v/c ≤ 1.0 v/c > 1.0 ≤ 10 A F > 10 and ≤ 15 B F > 15 and ≤ 25 C F > 25 and ≤ 35 D F > 35 and ≤ 50 E F > 50 F F *The LOS criteria apply to each lane on a given approach and to each approach on the minor street. LOS is not calculated for major-street approaches or for the intersection. Source: Highway Capacity Manual, 6th edition, Exhibit 20-2 LOS Criteria: Motorized Vehicle Mode A&R Engineering Inc. 5 Page 246 of 13133.2 Signalized Intersections According to HCM procedures, LOS can be calculated for the entire intersection, each intersection approach, and each lane group. HCM uses control delay alone to characterize LOS for the entire intersection or an approach. Control delay per vehicle is composed of initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. Both control delay and volume-to-capacity ratio are used to characterize LOS for a lane group. A volume-to-capacity ratio of greater than 1.0 for a lane group indicates failure from capacity perspective. Therefore, such a lane group is assigned LOS F regardless of the amount of control delay. Table 2 below summarizes the LOS criteria from HCM for motorized vehicles at signalized intersection. Table 2 – Level of Service Criteria for Signalized Intersections LOS for Lane Group by Volume-to-Capacity Control Delay (sec/vehicle) * Ratio* v/c ≤ 1.0 v/c > 1.0 ≤ 10 A F > 10 and ≤ 20 B F > 20 and ≤ 35 C F > 35 and ≤ 55 D F > 55 and ≤ 80 E F > 80 F F *For approach-based and intersection wide assessments, LOS is defined solely by control delay Source: Highway Capacity Manual, 6th edition, Exhibit 19-8 LOS Criteria: Motorized Vehicle Mode LOS A is typically assigned when the volume-to-capacity (v/c) ratio is low and either progression is exceptionally favourable, or the cycle length is very short. LOS B is typically assigned when the v/c ratio is low and either progression is highly favourable, or the cycle length is short. However, more vehicles are stopped than with LOS A. LOS C is typically assigned when progression is favourable, or the cycle length is moderate. Individual cycle failures (one or more queued vehicles are not able to depart because of insufficient capacity during the cycle) may begin to appear at this level. Many vehicles still pass through the intersection without stopping, but the number of vehicles stopping is significant. LOS D is typically assigned when the v/c ratio is high and either progression is ineffective, or the cycle length is long. There are many vehicle-stops and individual cycle failures are noticeable. LOS E is typically assigned when the v/c ratio is high, progression is very poor, the cycle length is long, and individual cycle failures are frequent. LOS F is typically assigned when the v/c ratio is very high, progression is very poor, the cycle length is long, and most cycles fail to clear the queue. A&R Engineering Inc. 6 Page 247 of 13134.0 E XISTING 2025 T RAFFIC A NALYSIS 4.1 Existing Traffic Volumes Existing traffic counts were obtained at the following study intersections: 1. Riverview Road at Maner Road 2. SR 280 (South Cobb Drive) at Elmwood Circle 3. SR 280 (South Cobb Drive) at Riverview Road/Maner Road 4. SR 280 (South Cobb Drive) at I-285 Northbound Ramp Turning movement counts were collected on Tuesday, August 5, 2025. All turning movement counts were recorded during the AM and PM peak hours between 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM, respectively. The four consecutive 15-minute interval volumes that produced the highest volume at the intersections were then determined. These volumes make up the peak hour traffic volumes for the intersections counted and are shown in Figure 2. The existing traffic control and lane geometry for the intersections are shown in Figure 3. A&R Engineering Inc. 7 Page 248 of 1313 (580) 568 (801) 1054 (492) 443 (405) 551 The Perimeter (1) 2 (669) 807 S Cobb Dr (80) 46 The Perimeter 4 S Cobb Dr (93) 71 (672) (111)730 92(11) 8 (29) 181 (144) 423 (40) 105 (118) 58 (579) 673 (19) 86 (0) 0 (246) 249 (117) 40 Right-In SITE (150) 60 Right-Out Maner Rd 3 Maner Rd S Cobb Dr 1 (855) 858 (7) 19 (704) 845 2 Riverview Rd (0) 8 (12) 15 (10) 3 Elmwood Cir (AM) PM (8) 11 (14) 4 (1) 3 (180) 710 (0) 2 (506) 315 EXISTING WEEKDAY PEAK-HOUR VOLUMES FIGURE 2 A&R Engineering Inc. 8 Page 249 of 1313 LEGEND Ex STOP Existing Signed Approach Existing Lane Geometry Ex Existing Traffic Signal Ex The Perimeter S Cobb Dr The Perimeter 4 S Cobb Dr Ex Right-In SITE Right-Out Maner Rd 3 Maner Rd S Cobb Dr 1 2 Riverview Rd Ex STOP Elmwood Cir Ex STOP EXISTING TRAFFIC CONTROL AND LANE GEOMETRY FIGURE 3 A&R Engineering Inc. 9 Page 250 of 13134.2 Existing Traffic Operations Existing 2025 traffic operations were analyzed at the study intersections in accordance with the HCM methodology. The results of the analyses are shown in Table 3. Table 3 – Existing Intersection Operations LOS (Delay) Intersection Traffic Control AM Peak PM Peak Hour Hour Riverview Road at Maner Road Stop Controlled 1 -Eastbound Approach B (14.5) C (19.3) on EB Approach -Northbound Left A (7.6) A (9.2) SR 280 (South Cobb Drive) at Elmwood Circle Stop Controlled 2 -Westbound Left A (9.9) B (10.1) on NB Approach -Northbound Approach C (16.0) C (19.4) SR 280 (South Cobb Drive) at Riverview Road/ Maner Road D (37.1) D (52.7) -Eastbound Approach C (21.2) D (35.9) 3 Signalized -Westbound Approach C (28.4) D (43.1) -Northbound Approach E (66.8) F (91.8) -Southbound Approach E (71.6) F (94.7) SR 280 (South Cobb Drive) at I-285 Northbound Ramp D (37.6) C (34.6) -Eastbound Approach C (31.8) C (29.0) 4 Signalized -Westbound Approach C (28.8) C (25.4) -Northbound Approach E (59.0) E (55.0) The results of the existing traffic operations analysis indicate that the signalized study intersections are operating at an overall level of service “D” or better in both the AM and PM peak hours. The stop- controlled approaches at the unsignalized study intersections are operating at level of service “C” or better in both the AM and PM peak hours. A&R Engineering Inc. 10 Page 251 of 13135.0 P ROPOSED D EVELOPMENT The proposed development, located at 5322 South Cobb Drive in Cobb County, Georgia, will consist of a 5,135-square-foot convenience store (including a 1,500-square-foot quick-service restaurant) and a gas station with eight pumps providing sixteen fuelling positions. The project also includes a 1,000-square- foot automated car wash building. The development proposes converting the existing right-in and right- out driveways on South Cobb Drive into a standard right-in/right-out driveway with a deceleration lane. Additionally, a new right-in/right-out driveway is proposed on Riverview Road, along with a full-access driveway on Maner Road. A site plan is shown in Figure 4. A&R Engineering Inc. 11 Page 252 of 1313Page 253 of 13135.1 Trip Generation Trip generation estimates were based on the rates and equations published in the 11th edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual. This reference contains traffic volume count data collected at similar facilities nationwide. The trip generation estimates for the site were based on the following ITE Land Uses: 945 – Convenience Store/Gas Station - GFA (5.5-10k), 937 Coffee/Donut Shop with Drive-Through Window, and 948 – Automated Car Wash. Since ITE does not have weekday data for AM peak hour and 24 hours for automated car wash, engineering judgment was used to determine the trips for the AM peak hour and 24-hours based on the PM peak hour values. The calculated total trip generation for the proposed development is shown below Table 4. Table 4– Trip Generation for Proposed Development AM Peak Hour PM Peak Hour 24 Hour Land Use Size Enter Exit Total Enter Exit Total Two-way ITE 937 Coffee/Donut Shop with Drive- 1,500 sf 66 63 129 29 29 58 800 Through Window ITE 945 – Convenience Store/Gas Station - 16 vfp 253 253 506 215 215 430 5,532 GFA (5.5-10k) (ITE 945) Pass-by Trips (76%) 75% -192 -192 -384 -161 -161 -322 -3,220 ITE 948 – Automated Car Wash 1 Wash Tunnel 10* 10* 20* 39 39 78 476* New External Trips (without Reductions) 329 326 655 283 283 566 6,808 New External Trips (with Reductions) 137 134 271 122 122 244 3,588 *Estimated based on engineering judgment 5.2 Trip Distribution The trip distribution describes how traffic arrives and departs from the site. An overall trip distribution was developed for the site based on a review of the existing travel patterns in the area and the locations of major roadways and highways that will serve the development. The site-generated peak hour traffic volumes, shown in Table 4, were assigned to the study area intersections based on this distribution. The outer-leg distribution and AM and PM peak hour new traffic volumes generated by the site are shown in Figure 5, and the estimated pass-by trips are shown in Figure 6. A&R Engineering Inc. 13 Page 254 of 1313 (69) 61 (67) 61 The Perimeter S Cobb Dr (69) 61 (67) 61 (94) 85 The Perimeter 4 S Cobb Dr (47) 43 (40) 37(7) 6 (14) 12 (41) 37 5 (20) (7)18 6 SITE Drwy 1 (RIRO) Maner Rd Drwy 2 3 (40) 37 (RIRO) Maner Rd (41) 37 Drwy 3 6 7 (7) 6 S Cobb Dr 1 (55) 49 (27) 24 2 Riverview Rd Elmwood Cir (27) 24 (AM) PM (1)1 (7) 6 (7) 6 (34) 31 (14) 12 (14) 12 TRIP DISTRIBUTION AND NEW SITE-GENERATED FIGURE 5 WEEKDAY PEAK HOUR VOLUMES A&R Engineering Inc. 15 Page 255 of 1313 The Perimeter S Cobb Dr (-86) -72 (86) 72 (86) 72 The Perimeter 4 S Cobb Dr (9) 8 (-10) -8 (-10) (-9)-8 -8(9) 8 (10) 8 (-9) -8 (-48) -40 (58) 48 (48) (9)40 8 5 SITE Drwy 1 (RIRO) Maner Rd Drwy 2 3 (RIRO) Maner Rd Drwy 3 6 7 S Cobb Dr 1 (77) 64 2 (19) 16 Riverview Rd Elmwood Cir (29) 24 (86) 72 (77) 64 (-29) -24 (AM) PM (57) 48 (19) 16 (-19) -16 SITE PEAK HOUR PASS-BY VOLUMES FIGURE 6 A&R Engineering Inc. 16 Page 256 of 13136.0 F UTURE T RAFFIC A NALYSIS The future traffic operations are analyzed for the “Build” and “No-Build” conditions. 6.1 Future “No-Build” Conditions The “No-Build” (or background) conditions provide an assessment of how traffic will operate in the study horizon year without the study site being developed as proposed, with projected increases in through traffic volumes due to normal annual growth. The Future “No-Build” volumes consist of the existing traffic volumes (Figure 2) plus increases for annual growth of through traffic. 6.1.1 Annual Traffic Growth In order to evaluate future traffic operations in this area, a projection of normal traffic growth was applied to the existing volumes. The Georgia Department of Transportation recorded average daily traffic volumes at several locations in the vicinity of the site. Reviewing the growth over the last five (between 2018-2019 & 2021-2023) years revealed growth of approximately 1% in the area. This growth factor was applied to the existing 2025 traffic volumes between collector and arterial roadways to estimate the future year traffic volumes prior to the addition of site-generated traffic. The future “No- Build” peak hour volumes for years 2027 and 2037 are shown in Figures 7A and 7B respectively. 6.2 Future “Build” Conditions The “Build” or development conditions include the estimated background traffic from the “No-Build” conditions plus the added traffic from the proposed development. To evaluate future traffic operations in this area, the additional traffic volumes from the site (Figure 5) and the pass-by volumes (Figure 6) were added to base traffic volumes (Figure 7A and 7B) to calculate the future traffic volumes after the construction of the development. These total future “Build” traffic volumes are shown in Figure 8A and 8B. A&R Engineering Inc. 16 Page 257 of 1313 (592) 579 (817) 1075 (502) 452 (413) 562 The Perimeter (1) 2 (682) 823 S Cobb Dr (82) 47 The Perimeter 4 S Cobb Dr (95) 72 (685) (113)745 94(11) 8 (30) 185 (147) 431 (41) 107 (120) 59 (591) 686 (19) 88 (0) 0 (251) 254 (119) 41 Right-In SITE (153) 61 Right-Out Maner Rd (872) 875 3 (7) 19 Maner Rd (718) 862 (0) 8 (12) 15 (10) 3 S Cobb Dr 1 2 Riverview Rd Elmwood Cir (8) 11 (14) 4 (AM) PM (1) 3 (184) 724 (0) 2 (516) 321 FUTURE (NO-BUILD - 2027) WEEKDAY PEAK HOUR FIGURE 7A VOLUMES A&R Engineering Inc. 18 Page 258 of 1313 (651) 637 (899) 1183 (552) 497 (454) 618 The Perimeter (1) 2 (750) 905 S Cobb Dr (90) 52 The Perimeter 4 S Cobb Dr (124) 103 (105) 79 (754) 820 (12) 9 (33) 204 (162) 474 (45) 118 (132) 65 (650) 755 (21) 97 (0) 0 (276) 279 (131) 45 Right-In SITE (168) 67 Right-Out Maner Rd (959) 963 3 (8) 21 Maner Rd (790) 948 (0) 9 (13) 17 (11) 3 S Cobb Dr 1 2 Riverview Rd Elmwood Cir (9) 12 (15) 4 (AM) PM (1) 3 (202) 796 (0) 2 (568) 353 FUTURE (NO-BUILD - 2037) WEEKDAY PEAK HOUR FIGURE 7B VOLUMES A&R Engineering Inc. 22 Page 259 of 13136.3 Auxiliary Lane Analysis Included below are analyses for left turn lane and right turn lane for site driveway (per Cobb County Standards). The analyses below are based off the trip distribution included in Section 5.2. According to the trip distribution, the overall 24-hour two-way volume for traffic entering and exiting the site are 6.808 vehicles. 6.3.1 Left Turn Lane Analysis Per Cobb County Development Standards, (402.10), a left turn lane may be required for residential and commercial developments on two-lane thoroughfare roads. Since Maner Road is a local roadway and is not included in Cobb County’s Major Thoroughfare Plan, a left-turn lane is not required at site driveway 3. 6.3.2 Deceleration Turn Lane Analysis Per Cobb County Development Standards, (402.9), right turn lanes are required on any roadway that is included in the county’s major thoroughfare plan network. Since SR 280 (S Cobb Drive) and Riverview Road are among the roadways classified in the major thoroughfare plan a right turn lane is required at both the site driveways. A&R Engineering Inc. 19 Page 260 of 13136.4 Future Opening Year 2027 Traffic Operations The future “No-Build” and “Build” traffic operations were analysed using the volumes in Figures 7A and 8A, respectively. The results of the future traffic operations analysis are shown below in Table 5. Recommendations for future 2027 traffic control and lane geometry are shown in Figure 9. Table 5 – Future Opening Year 2027 Intersection Operations LOS (Delay) Intersection NO BUILD BUILD AM Peak PM Peak AM Peak PM Peak Riverview Road at Maner Road 1 -Eastbound Approach B (14.7) C (19.7) B (22.5) E (37.1) -Northbound Left A (0.0) A (9.2) A (7.7) A (9.4) SR 280 (South Cobb Drive) at Elmwood Circle 2 -Westbound Left A (10.0) B (10.2) A (10.2) B (10.4) -Northbound Approach C (16.3) C (19.7) C (16.9) C (20.5) SR 280 (South Cobb Drive) at Riverview Road/ Maner Road D (37.3) D (54.6) D (45.9) E (71.7) -Eastbound Approach C (22.0) D (37.3) C (25.4) D (39.8) 3 -Westbound Approach C (28.7) D (46.3) C (34.1) E (77.8) -Northbound Approach E (66.0) F (95.1) F (86.8) F (109.2) -Southbound Approach E (71.3) F (94.0) E (70.6) F (125.9) SR 280 (South Cobb Drive) at I-285 Northbound Ramp D (38.4) D (35.2) D (38.2) D (35.6) 4 -Eastbound Approach C (32.3) C (29.3) C (26.9) C (29.5) -Westbound Approach C (30.0) C (26.1) C (30.2) C (26.3) -Northbound Approach E (59.7) E (57.1) E (70.4) E (59.2) SR 280 (South Cobb Drive) at Site Driveway 1 5 (RIRO) - - C (15.5) C (20.0) -Northbound Approach SR 280 (South Cobb Drive) at Site Driveway 2 6 (RIRO) - - -Eastbound Approach A (9.4) C (14.7) Maner Road at Site Driveway 3 7 -Eastbound Left - - A (7.3) A (7.3) -Southbound Approach A (9.3) A (9.1) The traffic operations analysis for future 2027 “No-Build” indicates that the signalized study intersections will be operating at an overall level of service “D” or better in both the AM and PM peak hours. The stop-controlled approaches at the unsignalized study intersections are expected to operate at a level of service “C” or better in both the AM and PM peak hours. In “Build” condition the signalized study intersections will be operating at an overall level of service “E” or better in both the AM and PM peak hours. The stop-controlled approaches at the unsignalized study intersections are expected to operate at a level of service “E” or better in both the AM and PM peak hours. A&R Engineering Inc. 20 Page 261 of 1313 (592) 579 (886) 1136 (502) 452 (480) 623 The Perimeter (1) 2 (682) 823 S Cobb Dr (82) 47 (871) 1206 (155) 133 (1015) 1082 (180) 157 The Perimeter 4 S Cobb Dr (85) 64 (129) 108(67) 59 (716) 774 (54) 205 (137) 423 (41) 107 (111) 51 (543) 646 (118) 173 (0) 0 5 (319) 312 (126) 47 (162) 69 SITE Drwy 1 (RIRO) Maner Rd (912) 912 Drwy 2 3 (RIRO) (7) 19 Maner Rd (759) 899 (0) 8 Drwy 3 6 7 (12) 15 (10) 3 S Cobb Dr 1 (1) 1 (1) 1 (111) 95 2 (9) 14 (33) 28 Riverview Rd (14) 6 Elmwood Cir (112) 99 (36) 30 (14) 4 (141) 121 (8) 9 (191) 730 (169) 704 (AM) PM (33) 30 (608) 405 (497) 305 FUTURE (BUILD - 2027) WEEKDAY PEAK HOUR FIGURE 8A VOLUMES A&R Engineering Inc. 19 Page 262 of 1313 (651) 637 (968) 1244 (552) 497 (521) 679 The Perimeter (1) 2 (750) 905 S Cobb Dr (90) 52 (967) 1334 (155) 133 (1110) 1184 (180) 157 The Perimeter 4 S Cobb Dr (95) 71 (140) 117(68) 60 (785) 849 (57) 224 (152) 466 (45) 118 (123) 57 (602) 715 (120) 182 (0) 0 5 (344) 337 (138) 51 (177) 75 SITE Drwy 1 (RIRO) Maner Rd (999) 1000 Drwy 2 3 (RIRO) (8) 21 Maner Rd (831) 985 (0) 9 Drwy 3 6 7 (13) 17 (11) 3 S Cobb Dr 1 (1) 1 (111) 95 (10) 15(1) 1 2 (33) 28 Riverview Rd (15) 7 Elmwood Cir (113) 100 (36) 30 (15) 4 (141) 121 (8) 9 (209) 802 (189) 777 (AM) PM (33) 30 (660) 438 (549) 337 FUTURE (BUILD - 2037) WEEKDAY PEAK HOUR FIGURE 8B VOLUMES A&R Engineering Inc. 23 Page 263 of 13136.5 Future Horizon Year 2037 Traffic Operations The future “No-Build” and “Build” traffic operations were analysed using the volumes in Figures 7B and 8B, respectively. The results of the future traffic operations analysis are shown below in Table 6. Recommendations for future 2037 traffic control and lane geometry are shown in Figure 9. Table 6– Future Horizon Year 2037 Intersection Operations LOS (Delay) Intersection NO BUILD BUILD AM Peak PM Peak AM Peak PM Peak Riverview Road at Maner Road 1 -Eastbound Approach B (15.8) C (22.4) D (26.0) E (48.7) -Northbound Left A (7.7) A (9.5) A (7.8) A (9.7) SR 280 (South Cobb Drive) at Elmwood Circle 2 -Westbound Left A (10.4) B (10.7) A (10.6) B (10.9) -Northbound Approach C (17.7) C (22.1) C (18.4) C (23.1) SR 280 (South Cobb Drive) at Riverview Road/ Maner Road D (41.6) E (62.9) D (51.4) F (86.7) -Eastbound Approach B (25.9) D (46.5) C (28.8) D (41.9) 3 -Westbound Approach C (34.8) E (58.3) D (38.8) F (96.4) -Northbound Approach E (70.1) F (95.6) F (99.0) F (140.0) -Southbound Approach E (70.3) F (99.1) E (69.6) F (160.2) SR 280 (South Cobb Drive) at I-285 Northbound Ramp D (43.2) D (38.9) D (43.1) D (41.5) 4 -Eastbound Approach C (32.8) C (33.3) C (31.4) C (36.6) -Westbound Approach D (41.2) C (30.4) D (49.8) C (29.8) -Northbound Approach E (64.9) E (59.6) E (57.0) D (65.7) SR 280 (South Cobb Drive) at Site Driveway 1 5 (RIRO) - - C (16.9) C (23.0) -Northbound Approach SR 280 (South Cobb Drive) at Site Driveway 2 6 (RIRO) - - -Eastbound Approach A (9.5) C (15.9) Maner Road at Site Driveway 3 7 -Eastbound Left - - A (7.3) A (7.3) -Southbound Approach A (9.3) A (9.2) The Horizon Year 2037 traffic operations analysis for future “No-Build” condition indicate that the signalized study intersections will be operating at an overall level of service “E” or better in both the AM and PM peak hours. The stop-controlled approaches at the unsignalized study intersections are expected to operate at level of service “C” or better in both the AM and PM peak hours. In “Build” conditions indicate that the signalized study intersections will be operating at an overall level of service “D” in AM peak hour and “F” in PM peak hours. The stop-controlled approaches at the unsignalized study intersections are expected to operate at level of service “E” or better in both the AM and PM peak hours. A&R Engineering Inc. 23 Page 264 of 13136.5.1 I-285 West Side Express Lanes project SR 280 (South Cobb Drive) at I-285 Northbound Ramp: The I-285 Westside Express Lanes Project does not appear to impact the current project, and no conflicts are anticipated. It is recommended that future design phases continue to monitor the Express Lanes project to ensure compatibility. A&R Engineering Inc. 24 Page 265 of 1313 LEGEND Ex STOP Existing Signed Approach STOP Proposed Signed Approach Existing Lane Geometry Proposed Lane Geometry Ex Existing Traffic Signal Proposed Traffic Signal Ex The Perimeter S Cobb Dr STOP The Perimeter 4 S Cobb Dr Ex 5 SITE Drwy 1 (RIRO) Maner Rd Drwy 2 3 (RIRO) Maner Rd Ex Drwy 3 6 STOP 7 S Cobb Dr 1 STOP 2 Riverview Rd Elmwood Cir Ex STOP STOP FUTURE TRAFFIC CONTROL AND LANE GEOMETRY FIGURE 9 A&R Engineering Inc. 28 Page 266 of 13137.0 C ONCLUSIONS AND R ECOMMENDATIONS Traffic impacts were evaluated for the proposed Convenience Store/Gas Station development at 5322 South Cobb Drive, in Cobb County, Georgia. The proposed development will consist will consist of 5,135 sf of convenience store building (which includes the 1,500-sf quick service restaurant) and gas station with 8 pumps (16 vehicle fuelling position) along with 1,000 sf building serving as an automated car wash. The development plans to convert the existing right-in only and right-out only driveways on South Cobb Drive into a standard right-in/right-out driveway with a deceleration lane. Additionally, the plan proposes a right-in/right-out driveway on Riverview Road and a full-access driveway on Maner Road. Existing and future operations after completion of the project were analyzed at the intersections of: 1. Riverview Road at Maner Road 2. SR 280 (South Cobb Drive) at Elmwood Circle 3. SR 280 (South Cobb Drive) at Riverview Road/Maner Road 4. SR 280 (South Cobb Drive) at I-285 Northbound Ramp 5. SR 280 (South Cobb Drive) at Site Driveway 1 (Right-In/Right-Out) 6. Riverview Road at Site Driveway 2 (Right-In/Right-Out) 7. Maner Road at Site Driveway 3 The analysis included the evaluation of future operations for “No-Build” and “Build” conditions, with the differences between “No-Build” and “Build” accounting for an increase in traffic due to the proposed development. The traffic operations analysis for future 2027 “No-Build” indicates that the signalized study intersections will be operating at an overall level of service “D” or better in both the AM and PM peak hours. The stop-controlled approaches at the unsignalized study intersections are expected to operate at a level of service “C” or better in both the AM and PM peak hours. In “Build” condition the signalized study intersections will be operating at an overall level of service “E” or better in both the AM and PM peak hours. The stop-controlled approaches at the unsignalized study intersections are expected to operate at a level of service “E” or better in both the AM and PM peak hours. The Horizon Year 2037 traffic operations analysis for future “No-Build” condition indicate that the signalized study intersections will be operating at an overall level of service “E” or better in both the AM and PM peak hours. The stop-controlled approaches at the unsignalized study intersections are expected to operate at level of service “C” or better in both the AM and PM peak hours. In “Build” conditions indicate that the signalized study intersections will be operating at an overall level of service “D” in AM peak hour and “F” in PM peak hours. The stop-controlled approaches at the unsignalized study intersections are expected to operate at level of service “E” or better in both the AM and PM peak hours. A&R Engineering Inc. 26 Page 267 of 13137.1 Recommendation for Site Access Configuration The following access configuration is recommended for the proposed site driveways intersections.  Site Driveway 1: Right-In/ Right-Out Driveway on SR 280 (South Cobb Drive) o One entering lane and one exiting lane o Stop-sign controlled on the driveway approach with SR 280 (South Cobb Drive) remaining free flow o A deceleration turn lane for entering traffic. o Provide/confirm adequate sight distance per AASHTO standards  Site Driveway 2: Right-In/Right-Out Driveway on Riverview Road o One entering lane and one exiting lane o Stop-sign controlled on the driveway approach with Riverview Road remaining free flow o A deceleration turn lane for entering traffic. o Provide/confirm adequate sight distance per AASHTO standards  Site Driveway 3: Full Access Driveway on Maner Road o One entering lane and one exiting lane o Stop-sign controlled on the driveway approach with Maner Road remaining free flow A&R Engineering Inc. 27 Page 268 of 1313 Appendix Existing Intersection Traffic Counts ................................................................................................................ Linear Regression of Daily Traffic .................................................................................................................... Existing Intersection Analysis .......................................................................................................................... Future “No-Build” 2027 Intersection Analysis ................................................................................................ Future “Build” 2027 Intersection Analysis ...................................................................................................... Future “No-Build” 2037 Intersection Analysis ................................................................................................ Future “Build” 2037 Intersection Analysis ...................................................................................................... Traffic Volume Worksheets ............................................................................................................................ Page 269 of 1313E X I S T I N G I NTERSECTION T R A F F I C C OUNTS Page 270 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250254 Riverview Road @ Maner Road Site Code : 20250254 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 1 Groups Printed- Cars & Buses - Trucks Riverview Road Riverview Road Maner Road Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 118 0 118 0 43 4 47 4 0 0 4 0 0 0 0 169 07:15 AM 0 101 0 101 0 45 2 47 4 0 0 4 0 0 0 0 152 07:30 AM 0 119 0 119 0 42 1 43 4 0 1 5 0 0 0 0 167 07:45 AM 0 118 0 118 0 44 5 49 2 0 0 2 0 0 0 0 169 Total 0 456 0 456 0 174 12 186 14 0 1 15 0 0 0 0 657 08:00 AM 0 130 0 130 0 47 6 53 0 0 0 0 0 0 0 0 183 08:15 AM 0 139 0 139 0 47 2 49 2 0 0 2 0 0 0 0 190 08:30 AM 0 121 0 121 0 37 4 41 1 0 0 1 0 0 0 0 163 08:45 AM 0 108 0 108 0 33 3 36 1 0 0 1 0 0 0 0 145 Total 0 498 0 498 0 164 15 179 4 0 0 4 0 0 0 0 681 *** BREAK *** 04:00 PM 1 102 0 103 0 109 0 109 4 0 3 7 0 0 0 0 219 04:15 PM 2 78 0 80 0 156 0 156 2 0 1 3 0 0 0 0 239 04:30 PM 0 74 0 74 0 157 0 157 7 0 2 9 0 0 0 0 240 04:45 PM 0 102 0 102 0 147 1 148 1 0 2 3 0 0 0 0 253 Total 3 356 0 359 0 569 1 570 14 0 8 22 0 0 0 0 951 05:00 PM 1 78 0 79 0 187 1 188 3 0 0 3 0 0 0 0 270 05:15 PM 0 69 0 69 0 170 2 172 6 0 0 6 0 0 0 0 247 05:30 PM 0 89 0 89 0 181 1 182 1 0 1 2 0 0 0 0 273 05:45 PM 1 79 0 80 0 172 0 172 1 0 2 3 0 0 0 0 255 Total 2 315 0 317 0 710 4 714 11 0 3 14 0 0 0 0 1045 Grand Total 5 1625 0 1630 0 1617 32 1649 43 0 12 55 0 0 0 0 3334 Apprch % 0.3 99.7 0 0 98.1 1.9 78.2 0 21.8 0 0 0 Total % 0.1 48.7 0 48.9 0 48.5 1 49.5 1.3 0 0.4 1.6 0 0 0 0 Cars & Buses 5 1542 0 1547 0 1535 31 1566 42 0 12 54 0 0 0 0 3167 % Cars & Buses 100 94.9 0 94.9 0 94.9 96.9 95 97.7 0 100 98.2 0 0 0 0 95 Trucks 0 83 0 83 0 82 1 83 1 0 0 1 0 0 0 0 167 % Trucks 0 5.1 0 5.1 0 5.1 3.1 5 2.3 0 0 1.8 0 0 0 0 5 Page 271 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250254 Riverview Road @ Maner Road Site Code : 20250254 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 2 Riverview Road Riverview Road Maner Road Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 119 0 119 0 42 1 43 4 0 1 5 0 0 0 0 167 07:45 AM 0 118 0 118 0 44 5 49 2 0 0 2 0 0 0 0 169 08:00 AM 0 130 0 130 0 47 6 53 0 0 0 0 0 0 0 0 183 08:15 AM 0 139 0 139 0 47 2 49 2 0 0 2 0 0 0 0 190 Total Volume 0 506 0 506 0 180 14 194 8 0 1 9 0 0 0 0 709 % App. Total 0 100 0 0 92.8 7.2 88.9 0 11.1 0 0 0 PHF .000 .910 .000 .910 .000 .957 .583 .915 .500 .000 .250 .450 .000 .000 .000 .000 .933 Cars & Buses 0 481 0 481 0 163 13 176 7 0 1 8 0 0 0 0 665 % Cars & Buses 0 95.1 0 95.1 0 90.6 92.9 90.7 87.5 0 100 88.9 0 0 0 0 93.8 Trucks 0 25 0 25 0 17 1 18 1 0 0 1 0 0 0 0 44 % Trucks 0 4.9 0 4.9 0 9.4 7.1 9.3 12.5 0 0 11.1 0 0 0 0 6.2 Riverview Road Out In Total 488 176 664 26 18 44 514 194 708 13 163 0 1 17 0 14 180 0 Right Thru Left Peak Hour Data 2 21 23 Out Right 7 1 8 Total North 0 0 0 0 0 0 Left Peak Hour Begins at 07:30 AM 8 1 9 Thru 0 0 0 In In Cars & Buses 0 0 0 0 0 0 Thru Trucks Left 1 0 1 Maner Road 1 Total 13 14 0 0 0 Right Out 0 0 0 Left Thru Right 0 481 0 0 25 0 0 506 0 164 481 645 17 25 42 181 506 687 Out In Total Riverview Road Page 272 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250254 Riverview Road @ Maner Road Site Code : 20250254 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 3 Riverview Road Riverview Road Maner Road Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 1 78 0 79 0 187 1 188 3 0 0 3 0 0 0 0 270 05:15 PM 0 69 0 69 0 170 2 172 6 0 0 6 0 0 0 0 247 05:30 PM 0 89 0 89 0 181 1 182 1 0 1 2 0 0 0 0 273 05:45 PM 1 79 0 80 0 172 0 172 1 0 2 3 0 0 0 0 255 Total Volume 2 315 0 317 0 710 4 714 11 0 3 14 0 0 0 0 1045 % App. Total 0.6 99.4 0 0 99.4 0.6 78.6 0 21.4 0 0 0 PHF .500 .885 .000 .890 .000 .949 .500 .949 .458 .000 .375 .583 .000 .000 .000 .000 .957 Cars & Buses 2 305 0 307 0 689 4 693 11 0 3 14 0 0 0 0 1014 % Cars & Buses 100 96.8 0 96.8 0 97.0 100 97.1 100 0 100 100 0 0 0 0 97.0 Trucks 0 10 0 10 0 21 0 21 0 0 0 0 0 0 0 0 31 % Trucks 0 3.2 0 3.2 0 3.0 0 2.9 0 0 0 0 0 0 0 0 3.0 Riverview Road Out In Total 316 693 1009 10 21 31 326 714 1040 4 689 0 0 21 0 4 710 0 Right Thru Left Peak Hour Data 0 20 20 Out Right 0 Total 0 0 0 11 11 North 0 0 0 Left Peak Hour Begins at 05:00 PM 0 Thru 14 14 0 0 0 In In Cars & Buses 0 0 0 0 0 0 Thru Trucks Left 3 0 3 Maner Road 6 0 6 Total 0 0 0 Right Out 0 0 0 Left Thru Right 2 305 0 0 10 0 2 315 0 692 307 999 21 10 31 713 317 1030 Out In Total Riverview Road Page 273 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250255 SR 280 (S Cobb Dr) @ Elmwood Circle Site Code : 20250255 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 1 Groups Printed- Cars & Buses - Trucks Elmwood Circle SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 2 0 0 2 0 0 0 0 0 113 3 116 0 101 0 101 219 07:15 AM 8 0 2 10 0 0 0 0 0 93 3 96 0 152 0 152 258 07:30 AM 3 0 1 4 0 0 0 0 0 118 2 120 0 164 0 164 288 07:45 AM 4 0 0 4 0 0 0 0 0 171 1 172 0 181 0 181 357 Total 17 0 3 20 0 0 0 0 0 495 9 504 0 598 0 598 1122 08:00 AM 2 0 5 7 0 0 0 0 0 220 1 221 0 197 0 197 425 08:15 AM 3 0 2 5 0 0 0 0 0 234 2 236 0 183 0 183 424 08:30 AM 3 0 3 6 0 0 0 0 0 230 3 233 0 143 0 143 382 08:45 AM 4 0 0 4 0 0 0 0 0 165 3 168 0 157 0 157 329 Total 12 0 10 22 0 0 0 0 0 849 9 858 0 680 0 680 1560 *** BREAK *** 04:00 PM 2 0 3 5 0 0 0 0 0 158 8 166 0 152 0 152 323 04:15 PM 7 0 3 10 0 0 0 0 0 195 9 204 0 193 0 193 407 04:30 PM 4 0 1 5 0 0 0 0 0 218 5 223 2 229 0 231 459 04:45 PM 5 0 1 6 0 0 0 0 0 189 5 194 3 188 0 191 391 Total 18 0 8 26 0 0 0 0 0 760 27 787 5 762 0 767 1580 05:00 PM 0 0 0 0 0 0 0 0 0 209 4 213 1 203 0 204 417 05:15 PM 6 0 1 7 0 0 0 0 0 242 5 247 2 225 0 227 481 05:30 PM 5 0 0 5 0 0 0 0 0 237 4 241 1 185 0 186 432 05:45 PM 5 0 0 5 0 0 0 0 0 222 5 227 3 163 0 166 398 Total 16 0 1 17 0 0 0 0 0 910 18 928 7 776 0 783 1728 Grand Total 63 0 22 85 0 0 0 0 0 3014 63 3077 12 2816 0 2828 5990 Apprch % 74.1 0 25.9 0 0 0 0 98 2 0.4 99.6 0 Total % 1.1 0 0.4 1.4 0 0 0 0 0 50.3 1.1 51.4 0.2 47 0 47.2 Cars & Buses 63 0 22 85 0 0 0 0 0 2920 63 2983 12 2734 0 2746 5814 % Cars & Buses 100 0 100 100 0 0 0 0 0 96.9 100 96.9 100 97.1 0 97.1 97.1 Trucks 0 0 0 0 0 0 0 0 0 94 0 94 0 82 0 82 176 % Trucks 0 0 0 0 0 0 0 0 0 3.1 0 3.1 0 2.9 0 2.9 2.9 Page 274 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250255 SR 280 (S Cobb Dr) @ Elmwood Circle Site Code : 20250255 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 2 Elmwood Circle SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 4 0 0 4 0 0 0 0 0 171 1 172 0 181 0 181 357 08:00 AM 2 0 5 7 0 0 0 0 0 220 1 221 0 197 0 197 425 08:15 AM 3 0 2 5 0 0 0 0 0 234 2 236 0 183 0 183 424 08:30 AM 3 0 3 6 0 0 0 0 0 230 3 233 0 143 0 143 382 Total Volume 12 0 10 22 0 0 0 0 0 855 7 862 0 704 0 704 1588 % App. Total 54.5 0 45.5 0 0 0 0 99.2 0.8 0 100 0 PHF .750 .000 .500 .786 .000 .000 .000 .000 .000 .913 .583 .913 .000 .893 .000 .893 .934 Cars & Buses 12 0 10 22 0 0 0 0 0 825 7 832 0 671 0 671 1525 % Cars & Buses 100 0 100 100 0 0 0 0 0 96.5 100 96.5 0 95.3 0 95.3 96.0 Trucks 0 0 0 0 0 0 0 0 0 30 0 30 0 33 0 33 63 % Trucks 0 0 0 0 0 0 0 0 0 3.5 0 3.5 0 4.7 0 4.7 4.0 Out In Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Right Thru Left Peak Hour Data 63 Out SR 280 (S Cobb Dr) 865 835 Right 1515 1578 30 0 0 0 Total North 0 0 0 Left Peak Hour Begins at 07:45 AM Thru 30 In 704 671 832 862 30 704 671 In 33 825 855 Cars & Buses 33 Thru Trucks Left 7 0 7 Total 33 1569 1506 0 0 0 683 716 Right Out SR 280 (S Cobb Dr) 63 Left Thru Right 12 0 10 0 0 0 12 0 10 7 22 29 0 0 0 7 22 29 Out In Total Elmwood Circle Page 275 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250255 SR 280 (S Cobb Dr) @ Elmwood Circle Site Code : 20250255 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 3 Elmwood Circle SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 4 0 1 5 0 0 0 0 0 218 5 223 2 229 0 231 459 04:45 PM 5 0 1 6 0 0 0 0 0 189 5 194 3 188 0 191 391 05:00 PM 0 0 0 0 0 0 0 0 0 209 4 213 1 203 0 204 417 05:15 PM 6 0 1 7 0 0 0 0 0 242 5 247 2 225 0 227 481 Total Volume 15 0 3 18 0 0 0 0 0 858 19 877 8 845 0 853 1748 % App. Total 83.3 0 16.7 0 0 0 0 97.8 2.2 0.9 99.1 0 PHF .625 .000 .750 .643 .000 .000 .000 .000 .000 .886 .950 .888 .667 .922 .000 .923 .909 Cars & Buses 15 0 3 18 0 0 0 0 0 839 19 858 8 834 0 842 1718 % Cars & Buses 100 0 100 100 0 0 0 0 0 97.8 100 97.8 100 98.7 0 98.7 98.3 Trucks 0 0 0 0 0 0 0 0 0 19 0 19 0 11 0 11 30 % Trucks 0 0 0 0 0 0 0 0 0 2.2 0 2.2 0 1.3 0 1.3 1.7 Out In Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Right Thru Left Peak Hour Data 30 Out SR 280 (S Cobb Dr) 861 842 Right 1707 1737 19 0 0 0 Total North 0 0 0 Left Peak Hour Begins at 04:30 PM Thru 19 In 845 834 858 877 19 853 842 In 11 839 858 Cars & Buses 11 Thru Trucks Left 0 19 19 Total 11 1714 1684 8 0 8 849 860 Right Out 30 SR 280 (S Cobb Dr) Left Thru Right 15 0 3 0 0 0 15 0 3 27 18 45 0 0 0 27 18 45 Out In Total Elmwood Circle Page 276 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250256 SR 280 (S Cobb Dr) @ I-285 NB Ramp Site Code : 20250256 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 1 Groups Printed- Cars & Buses - Trucks I-285 NB Ramp I-285 NB Ramp SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 117 0 21 138 0 0 0 0 167 131 0 298 0 70 135 205 641 07:15 AM 168 0 20 188 0 0 0 0 168 113 0 281 0 82 142 224 693 07:30 AM 154 0 20 174 0 0 0 0 172 138 0 310 0 83 135 218 702 07:45 AM 166 0 16 182 0 0 0 0 142 161 0 303 0 95 126 221 706 Total 605 0 77 682 0 0 0 0 649 543 0 1192 0 330 538 868 2742 08:00 AM 158 0 23 181 0 0 0 0 145 198 0 343 0 102 130 232 756 08:15 AM 182 0 22 204 0 0 0 0 159 217 0 376 0 114 133 247 827 08:30 AM 163 1 19 183 0 0 0 0 134 225 0 359 0 94 103 197 739 08:45 AM 135 0 14 149 0 0 0 0 115 172 0 287 0 93 123 216 652 Total 638 1 78 717 0 0 0 0 553 812 0 1365 0 403 489 892 2974 *** BREAK *** 04:00 PM 173 0 19 192 0 0 0 0 159 199 0 358 0 125 110 235 785 04:15 PM 241 2 21 264 0 0 0 0 128 212 0 340 0 122 111 233 837 04:30 PM 222 1 17 240 0 0 0 0 140 237 0 377 0 155 105 260 877 04:45 PM 203 1 13 217 0 0 0 0 159 249 0 408 0 135 101 236 861 Total 839 4 70 913 0 0 0 0 586 897 0 1483 0 537 427 964 3360 05:00 PM 223 0 7 230 0 0 0 0 127 286 0 413 0 117 112 229 872 05:15 PM 159 0 9 168 0 0 0 0 142 282 0 424 0 144 125 269 861 05:30 PM 187 0 11 198 0 0 0 0 128 290 0 418 0 120 99 219 835 05:45 PM 146 0 10 156 0 0 0 0 118 295 0 413 0 103 101 204 773 Total 715 0 37 752 0 0 0 0 515 1153 0 1668 0 484 437 921 3341 Grand Total 2797 5 262 3064 0 0 0 0 2303 3405 0 5708 0 1754 1891 3645 12417 Apprch % 91.3 0.2 8.6 0 0 0 40.3 59.7 0 0 48.1 51.9 Total % 22.5 0 2.1 24.7 0 0 0 0 18.5 27.4 0 46 0 14.1 15.2 29.4 Cars & Buses 2712 5 235 2952 0 0 0 0 2182 3270 0 5452 0 1704 1794 3498 11902 % Cars & Buses 97 100 89.7 96.3 0 0 0 0 94.7 96 0 95.5 0 97.1 94.9 96 95.9 Trucks 85 0 27 112 0 0 0 0 121 135 0 256 0 50 97 147 515 % Trucks 3 0 10.3 3.7 0 0 0 0 5.3 4 0 4.5 0 2.9 5.1 4 4.1 Page 277 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250256 SR 280 (S Cobb Dr) @ I-285 NB Ramp Site Code : 20250256 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 2 I-285 NB Ramp I-285 NB Ramp SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 166 0 16 182 0 0 0 0 142 161 0 303 0 95 126 221 706 08:00 AM 158 0 23 181 0 0 0 0 145 198 0 343 0 102 130 232 756 08:15 AM 182 0 22 204 0 0 0 0 159 217 0 376 0 114 133 247 827 08:30 AM 163 1 19 183 0 0 0 0 134 225 0 359 0 94 103 197 739 Total Volume 669 1 80 750 0 0 0 0 580 801 0 1381 0 405 492 897 3028 % App. Total 89.2 0.1 10.7 0 0 0 42 58 0 0 45.2 54.8 PHF .919 .250 .870 .919 .000 .000 .000 .000 .912 .890 .000 .918 .000 .888 .925 .908 .915 Cars & Buses 646 1 71 718 0 0 0 0 535 759 0 1294 0 380 458 838 2850 % Cars & Buses 96.6 100 88.8 95.7 0 0 0 0 92.2 94.8 0 93.7 0 93.8 93.1 93.4 94.1 Trucks 23 0 9 32 0 0 0 0 45 42 0 87 0 25 34 59 178 % Trucks 3.4 0 11.3 4.3 0 0 0 0 7.8 5.2 0 6.3 0 6.2 6.9 6.6 5.9 I-285 NB Ramp Out In Total 994 0 994 79 0 79 1073 0 1073 0 0 0 0 0 0 0 0 0 Right Thru Left Peak Hour Data Out 135 SR 280 (S Cobb Dr) 881 830 Right 2320 2455 51 Total 492 458 45 North 34 535 580 Left Peak Hour Begins at 07:45 AM Thru 87 In 405 380 42 897 838 In 25 1294 1381 759 801 Cars & Buses 59 Thru Trucks Left 0 0 0 Total 48 1778 1668 0 0 0 110 Right Out 1026 1074 SR 280 (S Cobb Dr) Left Thru Right 646 1 71 23 0 9 669 1 80 0 718 718 0 32 32 0 750 750 Out In Total I-285 NB Ramp Page 278 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250256 SR 280 (S Cobb Dr) @ I-285 NB Ramp Site Code : 20250256 7-9 am | 4-6 pm Start Date : 08-05-2025 Page No : 3 I-285 NB Ramp I-285 NB Ramp SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 222 1 17 240 0 0 0 0 140 237 0 377 0 155 105 260 877 04:45 PM 203 1 13 217 0 0 0 0 159 249 0 408 0 135 101 236 861 05:00 PM 223 0 7 230 0 0 0 0 127 286 0 413 0 117 112 229 872 05:15 PM 159 0 9 168 0 0 0 0 142 282 0 424 0 144 125 269 861 Total Volume 807 2 46 855 0 0 0 0 568 1054 0 1622 0 551 443 994 3471 % App. Total 94.4 0.2 5.4 0 0 0 35 65 0 0 55.4 44.6 PHF .905 .500 .676 .891 .000 .000 .000 .000 .893 .921 .000 .956 .000 .889 .886 .924 .989 Cars & Buses 788 2 42 832 0 0 0 0 551 1012 0 1563 0 546 432 978 3373 % Cars & Buses 97.6 100 91.3 97.3 0 0 0 0 97.0 96.0 0 96.4 0 99.1 97.5 98.4 97.2 Trucks 19 0 4 23 0 0 0 0 17 42 0 59 0 5 11 16 98 % Trucks 2.4 0 8.7 2.7 0 0 0 0 3.0 4.0 0 3.6 0 0.9 2.5 1.6 2.8 I-285 NB Ramp Out In Total 985 0 985 28 0 28 1013 0 1013 0 0 0 0 0 0 0 0 0 Right Thru Left Peak Hour Data 83 1100 1054 Out SR 280 (S Cobb Dr) Right 2897 2980 46 Total 443 432 17 North 11 551 568 Left Peak Hour Begins at 04:30 PM Thru 59 In 551 546 42 994 978 In 1563 1622 Cars & Buses 16 5 1012 1054 Thru Trucks Left 0 0 0 Total 24 2094 2032 0 0 0 Right Out 1334 1358 62 SR 280 (S Cobb Dr) Left Thru Right 788 2 42 19 0 4 807 2 46 0 832 832 0 23 23 0 855 855 Out In Total I-285 NB Ramp Page 279 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250257 SR 280 (S Cobb Dr) @ Riverview Road - Site Code : 20250257 Maner Road Start Date : 08-05-2025 7-9 am | 4-6 pm Page No : 1 Groups Printed- Cars & Buses - Trucks Riverview Road Maner Road SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right U-Turn App. Total Left Thru Right App. Total Int. Total 07:00 AM 90 20 12 122 7 2 26 35 26 97 42 0 165 3 94 6 103 425 07:15 AM 69 24 12 105 6 2 23 31 25 78 38 1 142 7 133 20 160 438 07:30 AM 67 39 17 123 8 4 27 39 26 95 35 1 157 4 137 26 167 486 07:45 AM 61 28 31 120 10 7 19 36 30 131 38 3 202 4 148 33 185 543 Total 287 111 72 470 31 15 95 141 107 401 153 5 666 18 512 85 615 1892 08:00 AM 68 18 44 130 8 12 20 40 28 169 39 0 236 2 169 28 199 605 08:15 AM 65 29 47 141 10 4 31 45 25 179 37 2 243 8 145 33 186 615 08:30 AM 52 42 28 122 12 6 23 41 28 193 30 6 257 5 117 24 146 566 08:45 AM 69 22 18 109 14 5 13 32 23 136 26 2 187 5 138 18 161 489 Total 254 111 137 502 44 27 87 158 104 677 132 10 923 20 569 103 692 2275 *** BREAK *** 04:00 PM 88 5 13 106 27 41 27 95 20 126 55 2 203 13 128 13 154 558 04:15 PM 50 11 19 80 34 58 16 108 26 151 75 0 252 23 165 12 200 640 04:30 PM 54 5 22 81 25 43 12 80 24 176 89 3 292 25 199 9 233 686 04:45 PM 81 12 10 103 23 41 19 83 26 161 85 4 276 22 157 14 193 655 Total 273 33 64 370 109 183 74 366 96 614 304 9 1023 83 649 48 780 2539 05:00 PM 55 10 16 81 29 51 20 100 28 168 113 0 309 24 167 12 203 693 05:15 PM 56 6 13 75 28 36 18 82 20 206 115 3 344 21 191 19 231 732 05:30 PM 57 12 21 90 25 53 14 92 18 195 110 1 324 19 158 13 190 696 05:45 PM 55 10 15 80 33 59 9 101 21 179 95 4 299 18 144 6 168 648 Total 223 38 65 326 115 199 61 375 87 748 433 8 1276 82 660 50 792 2769 Grand Total 1037 293 338 1668 299 424 317 1040 394 2440 1022 32 3888 203 2390 286 2879 9475 Apprch % 62.2 17.6 20.3 28.8 40.8 30.5 10.1 62.8 26.3 0.8 7.1 83 9.9 Total % 10.9 3.1 3.6 17.6 3.2 4.5 3.3 11 4.2 25.8 10.8 0.3 41 2.1 25.2 3 30.4 Cars & Buses 977 280 327 1584 296 415 311 1022 381 2360 953 32 3726 198 2319 280 2797 9129 % Cars & Buses 94.2 95.6 96.7 95 99 97.9 98.1 98.3 96.7 96.7 93.2 100 95.8 97.5 97 97.9 97.2 96.3 Trucks 60 13 11 84 3 9 6 18 13 80 69 0 162 5 71 6 82 346 % Trucks 5.8 4.4 3.3 5 1 2.1 1.9 1.7 3.3 3.3 6.8 0 4.2 2.5 3 2.1 2.8 3.7 Page 280 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250257 SR 280 (S Cobb Dr) @ Riverview Road - Site Code : 20250257 Maner Road Start Date : 08-05-2025 7-9 am | 4-6 pm Page No : 2 Riverview Road Maner Road SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right U-Turn App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 61 28 31 120 10 7 19 36 30 131 38 3 202 4 148 33 185 543 08:00 AM 68 18 44 130 8 12 20 40 28 169 39 0 236 2 169 28 199 605 08:15 AM 65 29 47 141 10 4 31 45 25 179 37 2 243 8 145 33 186 615 08:30 AM 52 42 28 122 12 6 23 41 28 193 30 6 257 5 117 24 146 566 Total Volume 246 117 150 513 40 29 93 162 111 672 144 11 938 19 579 118 716 2329 % App. Total 48 22.8 29.2 24.7 17.9 57.4 11.8 71.6 15.4 1.2 2.7 80.9 16.5 PHF .904 .696 .798 .910 .833 .604 .750 .900 .925 .870 .923 .458 .912 .594 .857 .894 .899 .947 Cars & Buses 226 112 148 486 40 28 91 159 108 644 127 11 890 19 549 115 683 2218 % Cars & Buses 91.9 95.7 98.7 94.7 100 96.6 97.8 98.1 97.3 95.8 88.2 100 94.9 100 94.8 97.5 95.4 95.2 Trucks 20 5 2 27 0 1 2 3 3 28 17 0 48 0 30 3 33 111 % Trucks 8.1 4.3 1.3 5.3 0 3.4 2.2 1.9 2.7 4.2 11.8 0 5.1 0 5.2 2.5 4.6 4.8 Maner Road Out In Total 335 159 494 11 3 14 346 162 508 91 28 40 2 1 0 93 29 40 Right Thru Left Peak Hour Data 3 Out SR 280 (S Cobb Dr) 100 862 832 108 111 Right 1756 1856 Left 30 Total North 118 115 3 28 Peak Hour Begins at 07:45 AM 644 672 Thru 48 Thru In 579 549 890 938 716 683 In 30 Cars & Buses 33 17 Trucks 127 144 Left Right Total 19 19 52 1578 1515 0 866 918 0 Out 11 11 63 SR 280 (S Cobb Dr) U-Turn Left Thru Right 226 112 148 20 5 2 246 117 150 174 486 660 18 27 45 192 513 705 Out In Total Riverview Road Page 281 of 1313 A & R Engineering, Inc. 2160 Kingston Court Suite 'O' Marietta, GA 30067 TMC Data File Name : 20250257 SR 280 (S Cobb Dr) @ Riverview Road - Site Code : 20250257 Maner Road Start Date : 08-05-2025 7-9 am | 4-6 pm Page No : 3 Riverview Road Maner Road SR 280 (S Cobb Dr) SR 280 (S Cobb Dr) Northbound Southbound Eastbound Westbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right U-Turn App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 81 12 10 103 23 41 19 83 26 161 85 4 276 22 157 14 193 655 05:00 PM 55 10 16 81 29 51 20 100 28 168 113 0 309 24 167 12 203 693 05:15 PM 56 6 13 75 28 36 18 82 20 206 115 3 344 21 191 19 231 732 05:30 PM 57 12 21 90 25 53 14 92 18 195 110 1 324 19 158 13 190 696 Total Volume 249 40 60 349 105 181 71 357 92 730 423 8 1253 86 673 58 817 2776 % App. Total 71.3 11.5 17.2 29.4 50.7 19.9 7.3 58.3 33.8 0.6 10.5 82.4 7.1 PHF .769 .833 .714 .847 .905 .854 .888 .893 .821 .886 .920 .500 .911 .896 .881 .763 .884 .948 Cars & Buses 243 40 59 342 105 178 71 354 92 717 399 8 1216 85 664 58 807 2719 % Cars & Buses 97.6 100 98.3 98.0 100 98.3 100 99.2 100 98.2 94.3 100 97.0 98.8 98.7 100 98.8 97.9 Trucks 6 0 1 7 0 3 0 3 0 13 24 0 37 1 9 0 10 57 % Trucks 2.4 0 1.7 2.0 0 1.7 0 0.8 0 1.8 5.7 0 3.0 1.2 1.3 0 1.2 2.1 Maner Road Out In Total 190 354 544 0 3 3 190 357 547 71 178 105 0 3 0 71 181 105 Right Thru Left Peak Hour Data 0 52 92 92 Out SR 280 (S Cobb Dr) 895 881 Right 2194 2246 Left 14 Total North 58 58 0 13 Peak Hour Begins at 04:45 PM 717 730 Thru 37 Thru In 673 664 817 807 In 1216 1253 Cars & Buses 10 9 24 Trucks 399 423 Left Right Total 86 85 15 1712 1688 1 978 993 8 0 8 Out 24 SR 280 (S Cobb Dr) U-Turn Left Thru Right 243 40 59 6 0 1 249 40 60 662 342 1004 28 7 35 690 349 1039 Out In Total Riverview Road Page 282 of 1313L I N E A R R EGRESSION OF D A I L Y T RAFFIC Page 283 of 1313 Location Growth Rate R Squared Station ID Route 2018 2019 2021 2022 2023 S Cobb Dr (SE of Elmwood Cir) ‐1.4% 0.18 067‐2601 00028000 17,800 17,900 19,100 16,700 16,900 S Cobb Dr (N of Oak Dr) 1.2% 0.11 067‐2603 00028000 39,000 44,800 40,200 41,900 43,800 Bolton Rd (NE of Browntown Rd) 1.2% 0.17 121‐5274 00348403 17,100 18,800 17,200 17,900 19,000 James Jackson Pkwy (NW of Old Georgian Ter) ‐0.1% 0.01 121‐5445 00028000 16,000 16,100 15,800 15,900 16,100 Church Rd (E of N Church Ln) ‐2.0% 0.58 067‐2317 00289800 7,480 7,630 7,530 6,900 7,080 Weighted Average 0.3% 0.03 Sum of Count Stations =  97,380 105,230 99,830 99,300 102,880 Location Traffic Counter RCLINK 2018 2019 2021 2022 2023 S Cobb Dr (SE of Elmwood Cir) 067‐2601 00028000 17,800 17,900 19,100 16,700 16,900 Trend Line 20,000 19,000 18,000 Title   17,000 Axis 16,000 15,000 2018 2019 2021 2022 2023 Growth Rate ‐1.4% Intercept 410,052 Slope ‐194.19 Trend Line 18,185 17,991 17,602 17,408 17,214 Location Traffic Counter RCLINK 2018 2019 2021 2022 2023 S Cobb Dr (N of Oak Dr) 067‐2603 00028000 39,000 44,800 40,200 41,900 43,800 Trend Line 46,000 44,000 42,000 Title   40,000 Axis 38,000 36,000 2018 2019 2021 2022 2023 Growth Rate 1.2% Intercept ‐754,552 Slope 394.19 Trend Line 40,915 41,309 42,098 42,492 42,886 Location Traffic Counter RCLINK 2018 2019 2021 2022 2023 Bolton Rd (NE of Browntown Rd) 121‐5274 00348403 17,100 18,800 17,200 17,900 19,000 Trend Line 20,000 19,000 Title   18,000 Axis 17,000 16,000 2018 2019 2021 2022 2023 Growth Rate 1.2% Intercept ‐334,430 Slope 174.42 Trend Line 17,547 17,721 18,070 18,244 18,419 Location Traffic Counter RCLINK 2018 2019 2021 2022 2023 James Jackson Pkwy (NW of Old Georgian Ter) 121‐5445 00028000 16,000 16,100 15,800 15,900 16,100 Trend Line 16,200 16,100 16,000 Title   15,900 Axis 15,800 15,700 15,600 2018 2019 2021 2022 2023 Growth Rate ‐0.1% Intercept 32,427 Slope ‐8.14 Trend Line 16,001 15,993 15,977 15,969 15,960 Location Traffic Counter RCLINK 2018 2019 2021 2022 2023 Church Rd (E of N Church Ln) 067‐2317 00289800 7,480 7,630 7,530 6,900 7,080 Trend Line 8,000 7,500 Title   Axis 7,000 6,500 2018 2019 2021 2022 2023 Growth Rate ‐2.0% Intercept 241,338 Slope ‐115.81 Trend Line 7,625 7,509 7,278 7,162 7,046 Weighted Average 2018 2019 2021 2022 2023 Sum of Count Stations 97,380 105,230 99,830 99,300 102,880 Trend Line 110,000 105,000 Title   100,000 Axis 95,000 90,000 2018 2019 2021 2022 2023 Growth Rate 0.3% Intercept ‐405,166 Slope 250.47 Trend Line 100,273 100,523 101,024 101,275 101,525 Page 284 of 1313E X I S T I N G I NTERSECTION A NALYSIS Page 285 of 1313HCM 6th TWSC 1a Existing 2025 AM 1: Riverview Rd & Maner Rd 11-19-2025 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 1 1 506 180 14 Future Vol, veh/h 8 1 1 506 180 14 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 13 22597 Mvmt Flow 9 1 1 544 194 15 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 748 202 209 0 - 0 Stage 1 202 ----- Stage 2 546 ----- Critical Hdwy 6.53 6.22 4.12 - - - Critical Hdwy Stg 1 5.53 ----- Critical Hdwy Stg 2 5.53 ----- Follow-up Hdwy 3.617 3.318 2.218 - - - Pot Cap-1 Maneuver 365 839 1362 - - - Stage 1 806 ----- Stage 2 559 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 365 839 1362 - - - Mov Cap-2 Maneuver 365 ----- Stage 1 805 ----- Stage 2 559 ----- Approach EB NB SB HCM Control Delay, s 14.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1362 - 389 - - HCM Lane V/C Ratio 0.001 - 0.025 - - HCM Control Delay (s) 7.6 0 14.5 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.1 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 286 of 1313HCM 6th TWSC 1a Existing 2025 AM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-19-2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 855 7 1 704 12 10 Future Vol, veh/h 855 7 1 704 12 10 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 4 22522 Mvmt Flow 919 8 1 757 13 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 927 0 1300 460 Stage 1 - - - - 919 - Stage 2 - - - - 381 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 733 - 153 548 Stage 1 - - - - 349 - Stage 2 - - - - 660 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 733 - 153 548 Mov Cap-2 Maneuver - - - - 269 - Stage 1 - - - - 349 - Stage 2 - - - - 659 - Approach EB WB NB HCM Control Delay, s 0 0 16 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 350 - - 733 - HCM Lane V/C Ratio 0.068 - - 0.001 - HCM Control Delay (s) 16 - - 9.9 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 287 of 1313Timings 1a Existing 2025 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Lane Group EBU EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 11 111 672 144 19 579 118 117 150 29 Future Volume (vph) 11 111 672 144 19 579 118 117 150 29 Lane Group Flow (vph) 0 129 707 152 20 609 124 382 158 171 Turn Type custom pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 1 6 6 2 2 4 Detector Phase 1166222448 Switch Phase Minimum Initial (s) 5.0 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 13.0 13.0 50.0 50.0 37.0 37.0 37.0 45.0 45.0 45.0 Total Split (%) 9.3% 9.3% 35.7% 35.7% 26.4% 26.4% 26.4% 32.1% 32.1% 32.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.37 0.44 0.21 0.08 0.51 0.20 0.92 0.34 0.75 Control Delay 23.6 24.1 5.5 34.8 37.0 6.7 77.5 13.4 61.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 23.6 24.1 5.5 34.8 37.0 6.7 77.5 13.4 61.3 Queue Length 50th (ft) 66 225 8 12 237 0 343 27 114 Queue Length 95th (ft) 122 317 54 38 346 51 #524 89 189 Internal Link Dist (ft) 546 347 374 946 Turn Bay Length (ft) 155 200 200 300 180 Base Capacity (vph) 348 1606 732 250 1205 625 448 496 476 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.37 0.44 0.21 0.08 0.51 0.20 0.85 0.32 0.36 Intersection Summary Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 125 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 288 of 1313HCM 6th Signalized Intersection Summary 1a Existing 2025 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 11 111 672 144 19 579 118 246 117 150 40 29 Future Volume (veh/h) 11 111 672 144 19 579 118 246 117 150 40 29 Initial Q (Qb), veh 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1670 1657 1550 1683 1643 1670 1603 1657 1683 1683 1670 Adj Flow Rate, veh/h 117 707 152 20 609 124 259 123 158 42 31 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 4 12 25384223 Cap, veh/h 327 1632 681 271 1352 613 277 131 364 48 35 Arrive On Green 0.05 0.52 0.52 0.43 0.43 0.43 0.25 0.25 0.25 0.13 0.13 Sat Flow, veh/h 1590 3148 1314 579 3122 1415 1086 516 1427 368 271 Grp Volume(v), veh/h 117 707 152 20 609 124 382 0 158 171 0 Grp Sat Flow(s),veh/h/ln 1590 1574 1314 579 1561 1415 1602 0 1427 1497 0 Q Serve(g_s), s 5.6 19.5 8.8 3.1 19.2 7.6 32.7 0.0 13.0 15.7 0.0 Cycle Q Clear(g_c), s 5.6 19.5 8.8 10.6 19.2 7.6 32.7 0.0 13.0 15.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.68 1.00 0.25 Lane Grp Cap(c), veh/h 327 1632 681 271 1352 613 408 0 364 195 0 V/C Ratio(X) 0.36 0.43 0.22 0.07 0.45 0.20 0.94 0.00 0.43 0.88 0.00 Avail Cap(c_a), veh/h 339 1632 681 271 1352 613 464 0 413 433 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.90 0.90 0.90 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 20.8 20.9 18.3 28.0 28.0 24.7 51.0 0.0 43.7 59.8 0.0 Incr Delay (d2), s/veh 0.6 0.8 0.7 0.5 1.1 0.7 24.9 0.0 0.8 11.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 7.1 2.7 0.5 7.2 2.6 15.8 0.0 4.7 6.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 21.4 21.7 19.0 28.5 29.1 25.4 75.9 0.0 44.5 71.6 0.0 LnGrp LOS C C B C C C E A D E A Approach Vol, veh/h 976 753 540 171 Approach Delay, s/veh 21.2 28.4 66.8 71.6 Approach LOS C C E E Timer - Assigned Phs 1 2468 Phs Duration (G+Y+Rc), s 12.0 65.1 40.2 77.1 22.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.5 32.5 40.5 45.5 40.5 Max Q Clear Time (g_c+I1), s 7.6 21.2 34.7 21.5 17.7 Green Ext Time (p_c), s 0.0 4.5 1.0 7.6 0.5 Intersection Summary HCM 6th Ctrl Delay 37.1 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 289 of 1313HCM 6th Signalized Intersection Summary 1a Existing 2025 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Movement SBR Lane Configurations Traffic Volume (veh/h) 93 Future Volume (veh/h) 93 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1683 Adj Flow Rate, veh/h 98 Peak Hour Factor 0.95 Percent Heavy Veh, % 2 Cap, veh/h 112 Arrive On Green 0.13 Sat Flow, veh/h 858 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.57 Lane Grp Cap(c), veh/h 0 V/C Ratio(X) 0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I) 0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 290 of 1313Timings 1a Existing 2025 AM 4: SR 280 (S Cobb Dr) 11-19-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 580 801 405 492 670 80 Future Volume (vph) 580 801 405 492 670 80 Lane Group Flow (vph) 630 871 440 535 728 87 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 162234 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 5.0 Minimum Split (s) 9.5 27.5 23.5 23.5 26.5 26.5 Total Split (s) 30.0 60.0 30.0 30.0 33.0 27.0 Total Split (%) 25.0% 50.0% 25.0% 25.0% 27.5% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.80 0.42 0.41 0.63 0.92 0.51 Control Delay 50.7 14.1 34.9 6.9 63.1 19.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.7 14.1 34.9 6.9 63.1 19.5 Queue Length 50th (ft) 245 184 145 0 294 0 Queue Length 95th (ft) 299 256 220 107 #406 46 Internal Link Dist (ft) 670 546 Turn Bay Length (ft) 330 380 Base Capacity (vph) 799 2057 1082 844 807 350 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.79 0.42 0.41 0.63 0.90 0.25 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 291 of 1313HCM 6th Signalized Intersection Summary 1a Existing 2025 AM 4: SR 280 (S Cobb Dr) 11-19-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 580 801 0 0 405 492 670 0 80 0 0 0 Future Volume (veh/h) 580 801 0 0 405 492 670 0 80 0 0 0 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1781 1826 0 0 1811 1796 1856 0 1737 Adj Flow Rate, veh/h 630 871 0 0 440 535 728 0 87 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8500673011 Cap, veh/h 680 2414 0 0 1554 688 786 0 337 Arrive On Green 0.21 0.70 0.00 0.00 0.45 0.45 0.23 0.00 0.23 Sat Flow, veh/h 3291 3561 0 0 3532 1522 3428 0 1472 Grp Volume(v), veh/h 630 871 0 0 440 535 728 0 87 Grp Sat Flow(s),veh/h/ln 1646 1735 0 0 1721 1522 1714 0 1472 Q Serve(g_s), s 22.5 12.2 0.0 0.0 9.6 35.7 24.9 0.0 5.8 Cycle Q Clear(g_c), s 22.5 12.2 0.0 0.0 9.6 35.7 24.9 0.0 5.8 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 680 2414 0 0 1554 688 786 0 337 V/C Ratio(X) 0.93 0.36 0.00 0.00 0.28 0.78 0.93 0.00 0.26 Avail Cap(c_a), veh/h 699 2414 0 0 1554 688 814 0 350 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.85 0.85 1.00 0.00 1.00 Uniform Delay (d), s/veh 46.7 7.4 0.0 0.0 20.7 27.8 45.3 0.0 37.9 Incr Delay (d2), s/veh 18.1 0.4 0.0 0.0 0.4 7.3 16.2 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.6 4.0 0.0 0.0 3.8 14.3 12.4 0.0 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 64.8 7.8 0.0 0.0 21.1 35.1 61.4 0.0 38.3 LnGrp LOS EAAACDEAD Approach Vol, veh/h 1501 975 815 Approach Delay, s/veh 31.8 28.8 59.0 Approach LOS C C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 29.3 58.7 88.0 32.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 25.5 55.5 28.5 Max Q Clear Time (g_c+I1), s 24.5 37.7 14.2 26.9 Green Ext Time (p_c), s 0.3 0.0 9.5 0.6 Intersection Summary HCM 6th Ctrl Delay 37.6 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 7 Page 292 of 1313HCM 6th TWSC 1b Existing 2025 PM 1: Riverview Rd & Maner Rd 11-19-2025 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 11 3 2 315 710 4 Future Vol, veh/h 11 3 2 315 710 4 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 22332 Mvmt Flow 11 3 2 328 740 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1074 742 744 0 - 0 Stage 1 742 ----- Stage 2 332 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 243 416 864 - - - Stage 1 471 ----- Stage 2 727 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 242 416 864 - - - Mov Cap-2 Maneuver 242 ----- Stage 1 470 ----- Stage 2 727 ----- Approach EB NB SB HCM Control Delay, s 19.3 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 864 - 266 - - HCM Lane V/C Ratio 0.002 - 0.055 - - HCM Control Delay (s) 9.2 0 19.3 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 293 of 1313HCM 6th TWSC 1b Existing 2025 PM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-19-2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 858 19 8 845 15 3 Future Vol, veh/h 858 19 8 845 15 3 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 22222 Mvmt Flow 943 21 9 929 16 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 964 0 1426 472 Stage 1 - - - - 943 - Stage 2 - - - - 483 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 710 - 126 538 Stage 1 - - - - 339 - Stage 2 - - - - 586 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 710 - 124 538 Mov Cap-2 Maneuver - - - - 246 - Stage 1 - - - - 339 - Stage 2 - - - - 578 - Approach EB WB NB HCM Control Delay, s 0 0.1 19.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 270 - - 710 - HCM Lane V/C Ratio 0.073 - - 0.012 - HCM Control Delay (s) 19.4 - - 10.1 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 0.2 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 294 of 1313Timings 1b Existing 2025 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Lane Group EBU EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 8 92 730 423 86 673 58 40 60 181 Future Volume (vph) 8 92 730 423 86 673 58 40 60 181 Lane Group Flow (vph) 0 106 768 445 91 708 61 304 63 377 Turn Type custom pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 1 6 6 2 2 4 Detector Phase 1166222448 Switch Phase Minimum Initial (s) 5.0 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 11.0 11.0 76.0 76.0 65.0 65.0 65.0 48.0 48.0 56.0 Total Split (%) 6.1% 6.1% 42.2% 42.2% 36.1% 36.1% 36.1% 26.7% 26.7% 31.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.44 0.52 0.56 0.46 0.58 0.10 0.89 0.18 0.91 Control Delay 39.0 38.2 13.4 54.9 48.4 8.0 96.5 11.8 90.4 Queue Delay 0.0 0.8 0.5 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.0 39.0 13.9 54.9 48.4 8.0 96.5 11.8 90.4 Queue Length 50th (ft) 78 363 108 90 390 0 364 0 441 Queue Length 95th (ft) 135 470 248 165 472 36 #484 44 #581 Internal Link Dist (ft) 546 347 374 946 Turn Bay Length (ft) 155 200 200 300 180 Base Capacity (vph) 241 1463 801 198 1216 583 388 392 464 Starvation Cap Reductn 0 385 107 000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.44 0.71 0.64 0.46 0.58 0.10 0.78 0.16 0.81 Intersection Summary Cycle Length: 180 Actuated Cycle Length: 180 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 135 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 295 of 1313HCM 6th Signalized Intersection Summary 1b Existing 2025 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 8 92 730 423 86 673 58 249 40 60 105 181 Future Volume (veh/h) 8 92 730 423 86 673 58 249 40 60 105 181 Initial Q (Qb), veh 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1683 1683 1630 1683 1683 1683 1683 1683 1683 1683 1683 Adj Flow Rate, veh/h 97 768 445 91 708 61 262 42 63 111 191 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 22622222222 Cap, veh/h 255 1524 658 169 1329 593 280 45 287 117 201 Arrive On Green 0.04 0.48 0.48 0.42 0.42 0.42 0.20 0.20 0.20 0.25 0.25 Sat Flow, veh/h 1603 3198 1381 414 3198 1427 1391 223 1427 472 812 Grp Volume(v), veh/h 97 768 445 91 708 61 304 0 63 377 0 Grp Sat Flow(s),veh/h/ln 1603 1599 1381 414 1599 1427 1614 0 1427 1602 0 Q Serve(g_s), s 6.2 29.8 44.8 34.9 29.9 4.7 33.4 0.0 6.6 41.7 0.0 Cycle Q Clear(g_c), s 6.2 29.8 44.8 53.7 29.9 4.7 33.4 0.0 6.6 41.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.86 1.00 0.29 Lane Grp Cap(c), veh/h 255 1524 658 169 1329 593 324 0 287 396 0 V/C Ratio(X) 0.38 0.50 0.68 0.54 0.53 0.10 0.94 0.00 0.22 0.95 0.00 Avail Cap(c_a), veh/h 255 1524 658 169 1329 593 390 0 345 458 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.85 0.85 0.85 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 31.0 32.4 36.4 54.7 39.5 32.1 70.8 0.0 60.1 66.7 0.0 Incr Delay (d2), s/veh 0.8 1.0 4.7 11.8 1.5 0.3 27.5 0.0 0.4 28.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 11.6 15.7 4.1 11.9 1.7 16.3 0.0 2.5 20.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.8 33.5 41.1 66.5 41.0 32.5 98.3 0.0 60.5 94.7 0.0 LnGrp LOS C C D E D C F A E F A Approach Vol, veh/h 1310 860 367 377 Approach Delay, s/veh 35.9 43.1 91.8 94.7 Approach LOS D D F F Timer - Assigned Phs 1 2468 Phs Duration (G+Y+Rc), s 11.0 79.3 40.7 90.3 49.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 60.5 43.5 71.5 51.5 Max Q Clear Time (g_c+I1), s 8.2 55.7 35.4 46.8 43.7 Green Ext Time (p_c), s 0.0 2.9 0.8 11.1 0.8 Intersection Summary HCM 6th Ctrl Delay 52.7 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 296 of 1313HCM 6th Signalized Intersection Summary 1b Existing 2025 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Movement SBR Lane Configurations Traffic Volume (veh/h) 71 Future Volume (veh/h) 71 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1683 Adj Flow Rate, veh/h 75 Peak Hour Factor 0.95 Percent Heavy Veh, % 2 Cap, veh/h 79 Arrive On Green 0.25 Sat Flow, veh/h 319 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.20 Lane Grp Cap(c), veh/h 0 V/C Ratio(X) 0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I) 0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 297 of 1313Timings 1b Existing 2025 PM 4: SR 280 (S Cobb Dr) 11-19-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 568 1054 551 443 809 46 Future Volume (vph) 568 1054 551 443 809 46 Lane Group Flow (vph) 574 1065 557 447 817 46 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 162234 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 5.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 28.0 55.0 27.0 27.0 38.0 27.0 Total Split (%) 23.3% 45.8% 22.5% 22.5% 31.7% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.79 0.52 0.46 0.54 0.90 0.29 Control Delay 53.1 16.2 34.2 5.8 56.1 4.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.1 16.2 34.2 5.8 56.1 4.6 Queue Length 50th (ft) 226 272 193 0 321 0 Queue Length 95th (ft) 279 334 266 86 #409 1 Internal Link Dist (ft) 670 546 Turn Bay Length (ft) 330 380 Base Capacity (vph) 743 2059 1212 831 958 355 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.77 0.52 0.46 0.54 0.85 0.13 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 298 of 1313HCM 6th Signalized Intersection Summary 1b Existing 2025 PM 4: SR 280 (S Cobb Dr) 11-19-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 568 1054 0 0 551 443 809 0 46 0 0 0 Future Volume (veh/h) 568 1054 0 0 551 443 809 0 46 0 0 0 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1841 0 0 1870 1856 1870 0 1767 Adj Flow Rate, veh/h 574 1065 0 0 557 447 817 0 46 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 340023209 Cap, veh/h 632 2335 0 0 1584 701 890 0 385 Arrive On Green 0.18 0.67 0.00 0.00 0.45 0.45 0.26 0.00 0.26 Sat Flow, veh/h 3428 3589 0 0 3647 1572 3456 0 1497 Grp Volume(v), veh/h 574 1065 0 0 557 447 817 0 46 Grp Sat Flow(s),veh/h/ln 1714 1749 0 0 1777 1572 1728 0 1497 Q Serve(g_s), s 19.7 17.5 0.0 0.0 12.4 26.4 27.6 0.0 2.8 Cycle Q Clear(g_c), s 19.7 17.5 0.0 0.0 12.4 26.4 27.6 0.0 2.8 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 632 2335 0 0 1584 701 890 0 385 V/C Ratio(X) 0.91 0.46 0.00 0.00 0.35 0.64 0.92 0.00 0.12 Avail Cap(c_a), veh/h 671 2335 0 0 1584 701 965 0 418 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.79 0.79 1.00 0.00 1.00 Uniform Delay (d), s/veh 48.0 9.5 0.0 0.0 21.9 25.7 43.3 0.0 34.1 Incr Delay (d2), s/veh 15.8 0.6 0.0 0.0 0.5 3.5 12.8 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.5 5.9 0.0 0.0 5.0 10.5 13.4 0.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 63.8 10.2 0.0 0.0 22.3 29.2 56.1 0.0 34.3 LnGrp LOS EBAACCEAC Approach Vol, veh/h 1639 1004 863 Approach Delay, s/veh 29.0 25.4 55.0 Approach LOS C C D Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 26.6 58.0 84.6 35.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 23.5 22.5 50.5 33.5 Max Q Clear Time (g_c+I1), s 21.7 28.4 19.5 29.6 Green Ext Time (p_c), s 0.4 0.0 11.5 1.3 Intersection Summary HCM 6th Ctrl Delay 34.3 HCM 6th LOS C A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 7 Page 299 of 1313F U T U R E “N O -B UILD ” 2 0 2 7 I NTERSECTION A NALYSIS Page 300 of 1313HCM 6th TWSC 2a No Build 2027 AM 1: Riverview Rd & Maner Rd 11-19-2025 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 1 1 516 184 14 Future Vol, veh/h 8 1 1 516 184 14 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 13 22597 Mvmt Flow 9 1 1 555 198 15 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 763 206 213 0 - 0 Stage 1 206 ----- Stage 2 557 ----- Critical Hdwy 6.53 6.22 4.12 - - - Critical Hdwy Stg 1 5.53 ----- Critical Hdwy Stg 2 5.53 ----- Follow-up Hdwy 3.617 3.318 2.218 - - - Pot Cap-1 Maneuver 357 835 1357 - - - Stage 1 803 ----- Stage 2 552 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 357 835 1357 - - - Mov Cap-2 Maneuver 357 ----- Stage 1 802 ----- Stage 2 552 ----- Approach EB NB SB HCM Control Delay, s 14.7 0 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1357 - 381 - - HCM Lane V/C Ratio 0.001 - 0.025 - - HCM Control Delay (s) 7.7 0 14.7 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.1 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 301 of 1313HCM 6th TWSC 2a No Build 2027 AM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-19-2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 872 7 1 718 12 10 Future Vol, veh/h 872 7 1 718 12 10 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 4 22522 Mvmt Flow 938 8 1 772 13 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 946 0 1326 469 Stage 1 - - - - 938 - Stage 2 - - - - 388 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 721 - 147 541 Stage 1 - - - - 341 - Stage 2 - - - - 655 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 721 - 147 541 Mov Cap-2 Maneuver - - - - 262 - Stage 1 - - - - 341 - Stage 2 - - - - 654 - Approach EB WB NB HCM Control Delay, s 0 0 16.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 342 - - 721 - HCM Lane V/C Ratio 0.069 - - 0.001 - HCM Control Delay (s) 16.3 - - 10 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 0.2 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 302 of 1313Timings 2a No Build 2027 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Lane Group EBU EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 11 113 685 147 19 591 120 119 153 30 Future Volume (vph) 11 113 685 147 19 591 120 119 153 30 Lane Group Flow (vph) 0 131 721 155 20 622 126 389 161 175 Turn Type custom pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 1 6 6 2 2 4 Detector Phase 1166222448 Switch Phase Minimum Initial (s) 5.0 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 11.0 11.0 48.0 48.0 37.0 37.0 37.0 46.0 46.0 46.0 Total Split (%) 7.9% 7.9% 34.3% 34.3% 26.4% 26.4% 26.4% 32.9% 32.9% 32.9% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.38 0.46 0.21 0.09 0.55 0.21 0.92 0.34 0.75 Control Delay 24.4 25.1 6.1 36.7 39.8 7.0 76.6 13.4 61.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.4 25.1 6.1 36.7 39.8 7.0 76.6 13.4 61.5 Queue Length 50th (ft) 68 235 11 13 253 0 348 28 117 Queue Length 95th (ft) 125 331 59 39 361 53 #529 90 193 Internal Link Dist (ft) 546 347 374 946 Turn Bay Length (ft) 155 200 200 300 180 Base Capacity (vph) 347 1581 722 232 1135 597 459 506 486 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.38 0.46 0.21 0.09 0.55 0.21 0.85 0.32 0.36 Intersection Summary Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 125 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 303 of 1313HCM 6th Signalized Intersection Summary 2a No Build 2027 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 11 113 685 147 19 591 120 251 119 153 41 30 Future Volume (veh/h) 11 113 685 147 19 591 120 251 119 153 41 30 Initial Q (Qb), veh 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1670 1657 1550 1683 1643 1670 1603 1657 1683 1683 1670 Adj Flow Rate, veh/h 119 721 155 20 622 126 264 125 161 43 32 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 4 12 25384223 Cap, veh/h 311 1609 671 260 1351 612 282 134 370 49 36 Arrive On Green 0.05 0.51 0.51 0.43 0.43 0.43 0.26 0.26 0.26 0.13 0.13 Sat Flow, veh/h 1590 3148 1314 570 3122 1415 1087 515 1427 368 274 Grp Volume(v), veh/h 119 721 155 20 622 126 389 0 161 175 0 Grp Sat Flow(s),veh/h/ln 1590 1574 1314 570 1561 1415 1602 0 1427 1498 0 Q Serve(g_s), s 5.7 20.3 9.2 3.2 19.8 7.8 33.2 0.0 13.2 16.1 0.0 Cycle Q Clear(g_c), s 5.7 20.3 9.2 12.6 19.8 7.8 33.2 0.0 13.2 16.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.68 1.00 0.25 Lane Grp Cap(c), veh/h 311 1609 671 260 1351 612 416 0 370 199 0 V/C Ratio(X) 0.38 0.45 0.23 0.08 0.46 0.21 0.94 0.00 0.43 0.88 0.00 Avail Cap(c_a), veh/h 311 1609 671 260 1351 612 475 0 423 444 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.90 0.90 0.90 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 21.5 21.7 19.0 29.2 28.1 24.7 50.7 0.0 43.3 59.6 0.0 Incr Delay (d2), s/veh 0.7 0.8 0.7 0.6 1.1 0.8 24.4 0.0 0.8 11.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 7.4 2.8 0.5 7.4 2.7 16.0 0.0 4.7 6.7 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.2 22.5 19.7 29.7 29.3 25.5 75.1 0.0 44.1 71.3 0.0 LnGrp LOS C C B C C C E A D E A Approach Vol, veh/h 995 768 550 175 Approach Delay, s/veh 22.0 28.7 66.0 71.3 Approach LOS C C E E Timer - Assigned Phs 1 2468 Phs Duration (G+Y+Rc), s 11.0 65.1 40.8 76.1 23.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 32.5 41.5 43.5 41.5 Max Q Clear Time (g_c+I1), s 7.7 21.8 35.2 22.3 18.1 Green Ext Time (p_c), s 0.0 4.5 1.1 7.3 0.6 Intersection Summary HCM 6th Ctrl Delay 37.3 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 304 of 1313HCM 6th Signalized Intersection Summary 2a No Build 2027 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Movement SBR Lane Configurations Traffic Volume (veh/h) 95 Future Volume (veh/h) 95 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1683 Adj Flow Rate, veh/h 100 Peak Hour Factor 0.95 Percent Heavy Veh, % 2 Cap, veh/h 114 Arrive On Green 0.13 Sat Flow, veh/h 856 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.57 Lane Grp Cap(c), veh/h 0 V/C Ratio(X) 0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I) 0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 305 of 1313Timings 2a No Build 2027 AM 4: SR 280 (S Cobb Dr) 11-19-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 592 817 413 502 683 82 Future Volume (vph) 592 817 413 502 683 82 Lane Group Flow (vph) 643 888 449 546 742 89 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 162234 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 5.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 30.0 60.0 30.0 30.0 33.0 27.0 Total Split (%) 25.0% 50.0% 25.0% 25.0% 27.5% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.79 0.43 0.43 0.65 0.94 0.51 Control Delay 49.7 14.3 35.9 7.2 64.9 20.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.7 14.3 35.9 7.2 64.9 20.2 Queue Length 50th (ft) 250 188 150 0 302 0 Queue Length 95th (ft) 303 264 227 110 #418 48 Internal Link Dist (ft) 670 546 Turn Bay Length (ft) 330 380 Base Capacity (vph) 815 2051 1053 844 807 350 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.79 0.43 0.43 0.65 0.92 0.25 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 306 of 1313HCM 6th Signalized Intersection Summary 2a No Build 2027 AM 4: SR 280 (S Cobb Dr) 11-19-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 592 817 0 0 413 502 683 0 82 0 0 0 Future Volume (veh/h) 592 817 0 0 413 502 683 0 82 0 0 0 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1781 1826 0 0 1811 1796 1856 0 1737 Adj Flow Rate, veh/h 643 888 0 0 449 546 742 0 89 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8500673011 Cap, veh/h 690 2404 0 0 1534 678 796 0 342 Arrive On Green 0.21 0.69 0.00 0.00 0.45 0.45 0.23 0.00 0.23 Sat Flow, veh/h 3291 3561 0 0 3532 1522 3428 0 1472 Grp Volume(v), veh/h 643 888 0 0 449 546 742 0 89 Grp Sat Flow(s),veh/h/ln 1646 1735 0 0 1721 1522 1714 0 1472 Q Serve(g_s), s 23.0 12.7 0.0 0.0 10.0 37.2 25.5 0.0 5.9 Cycle Q Clear(g_c), s 23.0 12.7 0.0 0.0 10.0 37.2 25.5 0.0 5.9 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 690 2404 0 0 1534 678 796 0 342 V/C Ratio(X) 0.93 0.37 0.00 0.00 0.29 0.80 0.93 0.00 0.26 Avail Cap(c_a), veh/h 699 2404 0 0 1534 678 814 0 350 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.82 0.82 1.00 0.00 1.00 Uniform Delay (d), s/veh 46.6 7.6 0.0 0.0 21.2 28.7 45.2 0.0 37.7 Incr Delay (d2), s/veh 19.1 0.4 0.0 0.0 0.4 8.2 17.2 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.9 4.1 0.0 0.0 3.9 15.0 12.8 0.0 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 65.7 8.0 0.0 0.0 21.6 36.9 62.3 0.0 38.1 LnGrp LOS EAAACDEAD Approach Vol, veh/h 1531 995 831 Approach Delay, s/veh 32.3 30.0 59.7 Approach LOS C C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 29.7 58.0 87.6 32.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 25.5 55.5 28.5 Max Q Clear Time (g_c+I1), s 25.0 39.2 14.7 27.5 Green Ext Time (p_c), s 0.1 0.0 9.8 0.4 Intersection Summary HCM 6th Ctrl Delay 38.4 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 7 Page 307 of 1313HCM 6th TWSC 2b No Build 2027 PM 1: Riverview Rd & Maner Rd 11-19-2025 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 11 3 2 321 724 4 Future Vol, veh/h 11 3 2 321 724 4 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 22332 Mvmt Flow 11 3 2 334 754 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1094 756 758 0 - 0 Stage 1 756 ----- Stage 2 338 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 237 408 853 - - - Stage 1 464 ----- Stage 2 722 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 236 408 853 - - - Mov Cap-2 Maneuver 236 ----- Stage 1 463 ----- Stage 2 722 ----- Approach EB NB SB HCM Control Delay, s 19.7 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 853 - 259 - - HCM Lane V/C Ratio 0.002 - 0.056 - - HCM Control Delay (s) 9.2 0 19.7 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 308 of 1313HCM 6th TWSC 2b No Build 2027 PM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-19-2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 875 19 8 862 15 3 Future Vol, veh/h 875 19 8 862 15 3 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 22222 Mvmt Flow 962 21 9 947 16 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 983 0 1454 481 Stage 1 - - - - 962 - Stage 2 - - - - 492 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 698 - 121 531 Stage 1 - - - - 331 - Stage 2 - - - - 580 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 698 - 119 531 Mov Cap-2 Maneuver - - - - 240 - Stage 1 - - - - 331 - Stage 2 - - - - 572 - Approach EB WB NB HCM Control Delay, s 0 0.1 19.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 264 - - 698 - HCM Lane V/C Ratio 0.075 - - 0.013 - HCM Control Delay (s) 19.7 - - 10.2 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 0.2 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 309 of 1313Timings 2b No Build 2027 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Lane Group EBU EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 8 94 745 431 88 686 59 41 61 185 Future Volume (vph) 8 94 745 431 88 686 59 41 61 185 Lane Group Flow (vph) 0 108 784 454 93 722 62 310 64 384 Turn Type custom pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 1 6 6 2 2 4 Detector Phase 1166222448 Switch Phase Minimum Initial (s) 5.0 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 9.5 23.5 23.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 14.0 14.0 78.0 78.0 64.0 64.0 64.0 45.0 45.0 57.0 Total Split (%) 7.8% 7.8% 43.3% 43.3% 35.6% 35.6% 35.6% 25.0% 25.0% 31.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.45 0.54 0.57 0.49 0.61 0.11 0.92 0.18 0.91 Control Delay 37.7 38.5 13.5 57.7 50.2 8.3 101.7 12.4 89.7 Queue Delay 0.0 0.9 0.6 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.7 39.4 14.0 57.7 50.2 8.3 101.7 12.4 89.7 Queue Length 50th (ft) 81 381 115 94 406 0 370 0 449 Queue Length 95th (ft) 134 472 252 172 486 38 #547 47 #585 Internal Link Dist (ft) 546 347 374 946 Turn Bay Length (ft) 155 200 200 300 180 Base Capacity (vph) 240 1455 801 190 1186 571 361 370 473 Starvation Cap Reductn 0 376 104 000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.45 0.73 0.65 0.49 0.61 0.11 0.86 0.17 0.81 Intersection Summary Cycle Length: 180 Actuated Cycle Length: 180 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 135 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 310 of 1313HCM 6th Signalized Intersection Summary 2b No Build 2027 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 8 94 745 431 88 686 59 254 41 61 107 185 Future Volume (veh/h) 8 94 745 431 88 686 59 254 41 61 107 185 Initial Q (Qb), veh 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1683 1683 1630 1683 1683 1683 1683 1683 1683 1683 1683 Adj Flow Rate, veh/h 99 784 454 93 722 62 267 43 64 113 195 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 22622222222 Cap, veh/h 253 1502 649 160 1273 568 283 46 290 119 205 Arrive On Green 0.05 0.47 0.47 0.40 0.40 0.40 0.20 0.20 0.20 0.25 0.25 Sat Flow, veh/h 1603 3198 1381 405 3198 1427 1390 224 1427 472 814 Grp Volume(v), veh/h 99 784 454 93 722 62 310 0 64 384 0 Grp Sat Flow(s),veh/h/ln 1603 1599 1381 405 1599 1427 1614 0 1427 1603 0 Q Serve(g_s), s 6.4 31.0 46.7 37.7 31.6 4.9 34.1 0.0 6.7 42.4 0.0 Cycle Q Clear(g_c), s 6.4 31.0 46.7 55.8 31.6 4.9 34.1 0.0 6.7 42.4 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.86 1.00 0.29 Lane Grp Cap(c), veh/h 253 1502 649 160 1273 568 328 0 290 404 0 V/C Ratio(X) 0.39 0.52 0.70 0.58 0.57 0.11 0.94 0.00 0.22 0.95 0.00 Avail Cap(c_a), veh/h 263 1502 649 160 1273 568 363 0 321 467 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.85 0.85 0.85 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.1 33.5 37.7 57.7 42.1 34.1 70.7 0.0 59.8 66.3 0.0 Incr Delay (d2), s/veh 0.8 1.1 5.3 14.4 1.8 0.4 31.6 0.0 0.4 27.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 12.2 16.5 4.5 12.7 1.8 17.0 0.0 2.5 20.4 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.0 34.6 43.0 72.1 44.0 34.5 102.3 0.0 60.2 94.0 0.0 LnGrp LOS C C D E D C F A E F A Approach Vol, veh/h 1337 877 374 384 Approach Delay, s/veh 37.3 46.3 95.1 94.0 Approach LOS D D F F Timer - Assigned Phs 1 2468 Phs Duration (G+Y+Rc), s 12.9 76.1 41.1 89.0 49.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 59.5 40.5 73.5 52.5 Max Q Clear Time (g_c+I1), s 8.4 57.8 36.1 48.7 44.4 Green Ext Time (p_c), s 0.0 1.1 0.5 11.4 0.9 Intersection Summary HCM 6th Ctrl Delay 54.6 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 311 of 1313HCM 6th Signalized Intersection Summary 2b No Build 2027 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Movement SBR Lane Configurations Traffic Volume (veh/h) 72 Future Volume (veh/h) 72 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1683 Adj Flow Rate, veh/h 76 Peak Hour Factor 0.95 Percent Heavy Veh, % 2 Cap, veh/h 80 Arrive On Green 0.25 Sat Flow, veh/h 317 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.20 Lane Grp Cap(c), veh/h 0 V/C Ratio(X) 0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I) 0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 312 of 1313Timings 2b No Build 2027 PM 4: SR 280 (S Cobb Dr) 11-19-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 579 1075 562 452 825 47 Future Volume (vph) 579 1075 562 452 825 47 Lane Group Flow (vph) 585 1086 568 457 833 47 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 162234 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 5.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 28.0 56.0 28.0 28.0 37.0 27.0 Total Split (%) 23.3% 46.7% 23.3% 23.3% 30.8% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.79 0.53 0.47 0.55 0.92 0.30 Control Delay 52.6 16.1 34.4 5.8 59.4 4.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.6 16.1 34.4 5.8 59.4 4.7 Queue Length 50th (ft) 230 273 196 0 334 0 Queue Length 95th (ft) 284 336 270 88 #448 2 Internal Link Dist (ft) 670 546 Turn Bay Length (ft) 330 380 Base Capacity (vph) 755 2065 1203 835 929 355 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.77 0.53 0.47 0.55 0.90 0.13 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 313 of 1313HCM 6th Signalized Intersection Summary 2b No Build 2027 PM 4: SR 280 (S Cobb Dr) 11-19-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 579 1075 0 0 562 452 825 0 47 0 0 0 Future Volume (veh/h) 579 1075 0 0 562 452 825 0 47 0 0 0 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1841 0 0 1870 1856 1870 0 1767 Adj Flow Rate, veh/h 585 1086 0 0 568 457 833 0 47 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 340023209 Cap, veh/h 641 2329 0 0 1569 694 895 0 388 Arrive On Green 0.19 0.67 0.00 0.00 0.44 0.44 0.26 0.00 0.26 Sat Flow, veh/h 3428 3589 0 0 3647 1572 3456 0 1497 Grp Volume(v), veh/h 585 1086 0 0 568 457 833 0 47 Grp Sat Flow(s),veh/h/ln 1714 1749 0 0 1777 1572 1728 0 1497 Q Serve(g_s), s 20.1 18.1 0.0 0.0 12.7 27.5 28.2 0.0 2.9 Cycle Q Clear(g_c), s 20.1 18.1 0.0 0.0 12.7 27.5 28.2 0.0 2.9 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 641 2329 0 0 1569 694 895 0 388 V/C Ratio(X) 0.91 0.47 0.00 0.00 0.36 0.66 0.93 0.00 0.12 Avail Cap(c_a), veh/h 671 2329 0 0 1569 694 936 0 405 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.76 0.76 1.00 0.00 1.00 Uniform Delay (d), s/veh 47.8 9.7 0.0 0.0 22.3 26.4 43.4 0.0 34.0 Incr Delay (d2), s/veh 16.6 0.7 0.0 0.0 0.5 3.7 15.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.8 6.2 0.0 0.0 5.2 11.0 14.0 0.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 64.4 10.4 0.0 0.0 22.8 30.1 58.4 0.0 34.1 LnGrp LOS EBAACCEAC Approach Vol, veh/h 1671 1025 880 Approach Delay, s/veh 29.3 26.0 57.1 Approach LOS C C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 26.9 57.5 84.4 35.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 23.5 23.5 51.5 32.5 Max Q Clear Time (g_c+I1), s 22.1 29.5 20.1 30.2 Green Ext Time (p_c), s 0.3 0.0 11.8 0.9 Intersection Summary HCM 6th Ctrl Delay 35.2 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 7 Page 314 of 1313F U T U R E “B UILD ” 2 0 2 7 I NTERSECTION A NALYSIS Page 315 of 1313HCM 6th TWSC 3a Build 2027 AM 1: Riverview Rd & Maner Rd 12/03/2025 Intersection Int Delay, s/veh 3.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 112 8 33 497 191 14 Future Vol, veh/h 112 8 33 497 191 14 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 13 2 2 5 9 7 Mvmt Flow 120 9 35 534 205 15 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 817 213 220 0 - 0 Stage 1 213 - - - - - Stage 2 604 - - - - - Critical Hdwy 6.53 6.22 4.12 - - - Critical Hdwy Stg 1 5.53 - - - - - Critical Hdwy Stg 2 5.53 - - - - - Follow-up Hdwy 3.617 3.318 2.218 - - - Pot Cap-1 Maneuver 331 827 1349 - - - Stage 1 797 - - - - - Stage 2 525 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 319 827 1349 - - - Mov Cap-2 Maneuver 319 - - - - - Stage 1 768 - - - - - Stage 2 525 - - - - - Approach EB NB SB HCM Control Delay, s 22.5 0.5 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1349 - 333 - - HCM Lane V/C Ratio 0.026 - 0.387 - - HCM Control Delay (s) 7.7 0 22.5 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0.1 - 1.8 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 316 of 1313HCM 6th TWSC 3a Build 2027 AM 2: Elmwood Cir & SR 280 (S Cobb Dr) 12/03/2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 912 7 1 759 12 10 Future Vol, veh/h 912 7 1 759 12 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 4 2 2 5 2 2 Mvmt Flow 981 8 1 816 13 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 989 0 1391 491 Stage 1 - - - - 981 - Stage 2 - - - - 410 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 695 - 133 523 Stage 1 - - - - 324 - Stage 2 - - - - 638 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 695 - 133 523 Mov Cap-2 Maneuver - - - - 248 - Stage 1 - - - - 324 - Stage 2 - - - - 637 - Approach EB WB NB HCM Control Delay, s 0 0 16.9 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 326 - - 695 - HCM Lane V/C Ratio 0.073 - - 0.002 - HCM Control Delay (s) 16.9 - - 10.2 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 0.2 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 317 of 1313Timings 3a Build 2027 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 12/03/2025 Lane Group EBU EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 67 129 716 137 118 543 111 126 162 54 Future Volume (vph) 67 129 716 137 118 543 111 126 162 54 Lane Group Flow (vph) 0 209 754 144 124 572 117 469 171 189 Turn Type custom pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 1 6 6 2 2 4 Detector Phase 1 1 6 6 2 2 2 4 4 8 Switch Phase Minimum Initial (s) 5.0 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 11.0 11.0 51.0 51.0 40.0 40.0 40.0 44.0 44.0 45.0 Total Split (%) 7.9% 7.9% 36.4% 36.4% 28.6% 28.6% 28.6% 31.4% 31.4% 32.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.53 0.50 0.21 0.76 0.69 0.25 1.08 0.34 0.77 Control Delay 28.7 27.5 7.7 75.7 51.2 8.2 112.7 10.9 66.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.7 27.5 7.7 75.7 51.2 8.2 112.7 10.9 66.6 Queue Length 50th (ft) 118 252 17 107 253 0 ~494 19 146 Queue Length 95th (ft) 202 353 68 #230 335 52 #722 82 223 Internal Link Dist (ft) 266 347 197 628 Turn Bay Length (ft) 155 180 200 300 160 Base Capacity (vph) 393 1496 679 164 831 464 435 505 470 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.53 0.50 0.21 0.76 0.69 0.25 1.08 0.34 0.40 Intersection Summary Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 318 of 1313HCM 6th Signalized Intersection Summary 3a Build 2027 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 12/03/2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 67 129 716 137 118 543 111 319 126 162 41 54 Future Volume (veh/h) 67 129 716 137 118 543 111 319 126 162 41 54 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1670 1657 1550 1683 1643 1670 1603 1657 1683 1683 1670 Adj Flow Rate, veh/h 136 754 144 124 572 117 336 133 171 43 57 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 4 12 2 5 3 8 4 2 2 3 Cap, veh/h 306 1515 632 229 1257 570 323 128 402 49 64 Arrive On Green 0.05 0.48 0.48 0.40 0.40 0.40 0.28 0.28 0.28 0.14 0.14 Sat Flow, veh/h 1590 3148 1314 558 3122 1415 1146 454 1427 347 459 Grp Volume(v), veh/h 136 754 144 124 572 117 469 0 171 189 0 Grp Sat Flow(s),veh/h/ln 1590 1574 1314 558 1561 1415 1599 0 1427 1524 0 Q Serve(g_s), s 6.5 22.9 8.9 27.3 18.8 7.5 39.5 0.0 13.7 17.0 0.0 Cycle Q Clear(g_c), s 6.5 22.9 8.9 39.2 18.8 7.5 39.5 0.0 13.7 17.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.72 1.00 0.23 Lane Grp Cap(c), veh/h 306 1515 632 229 1257 570 451 0 402 214 0 V/C Ratio(X) 0.44 0.50 0.23 0.54 0.45 0.21 1.04 0.00 0.42 0.88 0.00 Avail Cap(c_a), veh/h 306 1515 632 229 1257 570 451 0 402 441 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 25.0 24.8 21.2 41.9 30.6 27.2 50.3 0.0 41.0 59.1 0.0 Incr Delay (d2), s/veh 1.0 1.2 0.8 8.9 1.2 0.8 52.9 0.0 0.7 11.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.7 8.5 2.8 4.2 7.1 2.6 22.2 0.0 4.9 7.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 26.0 25.9 22.0 50.8 31.8 28.0 103.2 0.0 41.7 70.6 0.0 LnGrp LOS C C C D C C F A D E A Approach Vol, veh/h 1034 813 640 189 Approach Delay, s/veh 25.4 34.1 86.8 70.6 Approach LOS C C F E Timer - Assigned Phs 1 2 4 6 8 Phs Duration (G+Y+Rc), s 11.0 60.9 44.0 71.9 24.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 35.5 39.5 46.5 40.5 Max Q Clear Time (g_c+I1), s 8.5 41.2 41.5 24.9 19.0 Green Ext Time (p_c), s 0.0 0.0 0.0 7.6 0.6 Intersection Summary HCM 6th Ctrl Delay 45.9 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 319 of 1313HCM 6th Signalized Intersection Summary 3a Build 2027 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 12/03/2025 Movement SBR Lane Configurations Traffic Volume (veh/h) 85 Future Volume (veh/h) 85 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1683 Adj Flow Rate, veh/h 89 Peak Hour Factor 0.95 Percent Heavy Veh, % 2 Cap, veh/h 101 Arrive On Green 0.14 Sat Flow, veh/h 717 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.47 Lane Grp Cap(c), veh/h 0 V/C Ratio(X) 0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I) 0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 320 of 1313Timings 3a Build 2027 AM 4: SR 280 (S Cobb Dr) 12/03/2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 592 886 480 502 683 82 Future Volume (vph) 592 886 480 502 683 82 Lane Group Flow (vph) 643 963 522 546 742 89 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 1 6 2 2 3 4 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 5.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 9.5 Total Split (s) 37.0 71.0 34.0 34.0 31.0 18.0 Total Split (%) 30.8% 59.2% 28.3% 28.3% 25.8% 15.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.82 0.46 0.46 0.63 0.99 0.51 Control Delay 52.3 13.8 34.8 6.7 77.2 20.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.3 13.8 34.8 6.7 77.2 20.2 Queue Length 50th (ft) 254 201 170 0 309 0 Queue Length 95th (ft) 302 281 260 107 #442 48 Internal Link Dist (ft) 646 201 Turn Bay Length (ft) 330 380 Base Capacity (vph) 894 2094 1127 864 750 248 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.72 0.46 0.46 0.63 0.99 0.36 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 321 of 1313HCM 6th Signalized Intersection Summary 3a Build 2027 AM 4: SR 280 (S Cobb Dr) 12/03/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 592 886 0 0 480 502 683 0 82 0 0 0 Future Volume (veh/h) 592 886 0 0 480 502 683 0 82 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1781 1826 0 0 1811 1796 1856 0 1737 Adj Flow Rate, veh/h 643 963 0 0 522 546 742 0 89 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8 5 0 0 6 7 3 0 11 Cap, veh/h 719 2443 0 0 1543 682 757 0 325 Arrive On Green 0.22 0.70 0.00 0.00 0.45 0.45 0.22 0.00 0.22 Sat Flow, veh/h 3291 3561 0 0 3532 1522 3428 0 1472 Grp Volume(v), veh/h 643 963 0 0 522 546 742 0 89 Grp Sat Flow(s),veh/h/ln 1646 1735 0 0 1721 1522 1714 0 1472 Q Serve(g_s), s 22.8 13.6 0.0 0.0 11.8 37.0 25.8 0.0 6.0 Cycle Q Clear(g_c), s 22.8 13.6 0.0 0.0 11.8 37.0 25.8 0.0 6.0 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 719 2443 0 0 1543 682 757 0 325 V/C Ratio(X) 0.89 0.39 0.00 0.00 0.34 0.80 0.98 0.00 0.27 Avail Cap(c_a), veh/h 891 2443 0 0 1543 682 757 0 325 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 45.6 7.3 0.0 0.0 21.5 28.5 46.5 0.0 38.8 Incr Delay (d2), s/veh 9.9 0.5 0.0 0.0 0.6 9.5 27.7 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.0 4.4 0.0 0.0 4.7 15.2 13.9 0.0 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 55.5 7.7 0.0 0.0 22.1 38.0 74.2 0.0 39.2 LnGrp LOS E A A A C D E A D Approach Vol, veh/h 1606 1068 831 Approach Delay, s/veh 26.9 30.2 70.4 Approach LOS C C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 30.7 58.3 89.0 31.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 32.5 29.5 66.5 26.5 Max Q Clear Time (g_c+I1), s 24.8 39.0 15.6 27.8 Green Ext Time (p_c), s 1.4 0.0 11.4 0.0 Intersection Summary HCM 6th Ctrl Delay 38.2 HCM 6th LOS D A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 7 Page 322 of 1313HCM 6th TWSC 3a Build 2027 AM 5: Drwy 1 (RIRO) & SR 280 (S Cobb Dr) 12/03/2025 Intersection Int Delay, s/veh 1.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 871 155 0 1015 0 180 Future Vol, veh/h 871 155 0 1015 0 180 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Yield Storage Length - 175 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 947 168 0 1103 0 196 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 474 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver - 0 0 - 0 537 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 537 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 15.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 537 - - HCM Lane V/C Ratio 0.364 - - HCM Control Delay (s) 15.5 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 1.7 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 8 Page 323 of 1313HCM 6th TWSC 3a Build 2027 AM 6: Riverview Rd & Drwy 2 (RIRO) 12/03/2025 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 36 0 608 169 141 Future Vol, veh/h 0 36 0 608 169 141 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - None - Free Storage Length - 0 - - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 39 0 661 184 153 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 184 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy -3.318 - - - - Pot Cap-1 Maneuver 0 858 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 858 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 9.4 0 0 HCM LOS A Minor Lane/Major Mvmt NBTEBLn1 SBT Capacity (veh/h) - 858 - HCM Lane V/C Ratio - 0.046 - HCM Control Delay (s) - 9.4 - HCM Lane LOS - A - HCM 95th %tile Q(veh) - 0.1 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 9 Page 324 of 1313HCM 6th TWSC 3a Build 2027 AM 7: Maner Rd & Drwy 3 12/03/2025 Intersection Int Delay, s/veh 6.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 9 14 33 111 1 Future Vol, veh/h 1 9 14 33 111 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 10 15 36 121 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 51 0 - 0 45 33 Stage 1 - - - - 33 - Stage 2 - - - - 12 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1555 - - - 965 1041 Stage 1 - - - - 989 - Stage 2 - - - - 1011 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1555 - - - 964 1041 Mov Cap-2 Maneuver - - - - 964 - Stage 1 - - - - 988 - Stage 2 - - - - 1011 - Approach EB WB SB HCM Control Delay, s 0.7 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1555 - - - 965 HCM Lane V/C Ratio 0.001 - - - 0.126 HCM Control Delay (s) 7.3 0 - - 9.3 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.4 A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 10 Page 325 of 1313HCM 6th TWSC 3b Build 2027 PM 1: Riverview Rd & Maner Rd 12/03/2025 Intersection Int Delay, s/veh 3.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 99 9 30 305 730 4 Future Vol, veh/h 99 9 30 305 730 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 3 3 2 Mvmt Flow 103 9 31 318 760 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1142 762 764 0 - 0 Stage 1 762 - - - - - Stage 2 380 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 222 405 849 - - - Stage 1 461 - - - - - Stage 2 691 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 212 405 849 - - - Mov Cap-2 Maneuver 212 - - - - - Stage 1 441 - - - - - Stage 2 691 - - - - - Approach EB NB SB HCM Control Delay, s 37.1 0.8 0 HCM LOS E Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 849 - 221 - - HCM Lane V/C Ratio 0.037 - 0.509 - - HCM Control Delay (s) 9.4 0 37.1 - - HCM Lane LOS A A E - - HCM 95th %tile Q(veh) 0.1 - 2.6 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 326 of 1313HCM 6th TWSC 3b Build 2027 PM 2: Elmwood Cir & SR 280 (S Cobb Dr) 12/03/2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 912 19 8 899 15 3 Future Vol, veh/h 912 19 8 899 15 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1002 21 9 988 16 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1023 0 1514 501 Stage 1 - - - - 1002 - Stage 2 - - - - 512 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 674 - 110 515 Stage 1 - - - - 316 - Stage 2 - - - - 567 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 674 - 109 515 Mov Cap-2 Maneuver - - - - 229 - Stage 1 - - - - 316 - Stage 2 - - - - 560 - Approach EB WB NB HCM Control Delay, s 0 0.1 20.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 252 - - 674 - HCM Lane V/C Ratio 0.078 - - 0.013 - HCM Control Delay (s) 20.5 - - 10.4 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 0.3 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 327 of 1313Timings 3b Build 2027 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 12/03/2025 Lane Group EBU EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 59 108 774 423 173 646 51 47 69 205 Future Volume (vph) 59 108 774 423 173 646 51 47 69 205 Lane Group Flow (vph) 0 178 815 445 182 680 54 377 73 396 Turn Type custom pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 1 6 6 2 2 4 Detector Phase 1 1 6 6 2 2 2 4 4 8 Switch Phase Minimum Initial (s) 5.0 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 11.0 11.0 87.0 87.0 76.0 76.0 76.0 46.0 46.0 47.0 Total Split (%) 6.1% 6.1% 48.3% 48.3% 42.2% 42.2% 42.2% 25.6% 25.6% 26.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.75 0.56 0.56 1.01 0.54 0.09 1.02 0.19 1.03 Control Delay 55.4 37.3 13.1 120.7 43.5 5.1 117.6 15.6 117.5 Queue Delay 0.0 1.7 0.8 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.4 39.1 13.9 120.7 43.5 5.1 117.6 15.6 117.5 Queue Length 50th (ft) 132 381 119 ~226 336 0 ~488 9 ~513 Queue Length 95th (ft) #209 452 234 #413 405 25 #719 58 #749 Internal Link Dist (ft) 266 347 197 628 Turn Bay Length (ft) 155 180 200 300 160 Base Capacity (vph) 237 1459 792 181 1265 604 370 377 385 Starvation Cap Reductn 0 450 134 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.75 0.81 0.68 1.01 0.54 0.09 1.02 0.19 1.03 Intersection Summary Cycle Length: 180 Actuated Cycle Length: 180 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 328 of 1313HCM 6th Signalized Intersection Summary 3b Build 2027 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 12/03/2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 59 108 774 423 173 646 51 312 47 69 107 205 Future Volume (veh/h) 59 108 774 423 173 646 51 312 47 69 107 205 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1683 1683 1630 1683 1683 1683 1683 1683 1683 1683 1683 Adj Flow Rate, veh/h 114 815 445 182 680 54 328 49 73 113 216 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 6 2 2 2 2 2 2 2 2 Cap, veh/h 250 1466 633 148 1270 567 324 48 329 109 208 Arrive On Green 0.04 0.46 0.46 0.40 0.40 0.40 0.23 0.23 0.23 0.24 0.24 Sat Flow, veh/h 1603 3198 1381 396 3198 1427 1403 210 1427 460 879 Grp Volume(v), veh/h 114 815 445 182 680 54 377 0 73 396 0 Grp Sat Flow(s),veh/h/ln 1603 1599 1381 396 1599 1427 1613 0 1427 1611 0 Q Serve(g_s), s 6.5 33.3 46.3 49.2 29.3 4.3 41.5 0.0 7.5 42.5 0.0 Cycle Q Clear(g_c), s 6.5 33.3 46.3 71.5 29.3 4.3 41.5 0.0 7.5 42.5 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.87 1.00 0.29 Lane Grp Cap(c), veh/h 250 1466 633 148 1270 567 372 0 329 380 0 V/C Ratio(X) 0.46 0.56 0.70 1.23 0.54 0.10 1.01 0.00 0.22 1.04 0.00 Avail Cap(c_a), veh/h 250 1466 633 148 1270 567 372 0 329 380 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 36.5 35.4 39.0 72.1 41.5 34.0 69.3 0.0 56.2 68.8 0.0 Incr Delay (d2), s/veh 1.3 1.5 6.4 147.9 1.6 0.3 50.2 0.0 0.3 57.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 13.2 16.6 13.0 11.8 1.5 22.3 0.0 2.8 23.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.8 37.0 45.4 220.0 43.1 34.3 119.4 0.0 56.5 125.9 0.0 LnGrp LOS D D D F D C F A E F A Approach Vol, veh/h 1374 916 450 396 Approach Delay, s/veh 39.8 77.8 109.2 125.9 Approach LOS D E F F Timer - Assigned Phs 1 2 4 6 8 Phs Duration (G+Y+Rc), s 11.0 76.0 46.0 87.0 47.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 71.5 41.5 82.5 42.5 Max Q Clear Time (g_c+I1), s 8.5 73.5 43.5 48.3 44.5 Green Ext Time (p_c), s 0.0 0.0 0.0 13.4 0.0 Intersection Summary HCM 6th Ctrl Delay 71.7 HCM 6th LOS E Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 329 of 1313HCM 6th Signalized Intersection Summary 3b Build 2027 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 12/03/2025 Movement SBR Lane Configurations Traffic Volume (veh/h) 64 Future Volume (veh/h) 64 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1683 Adj Flow Rate, veh/h 67 Peak Hour Factor 0.95 Percent Heavy Veh, % 2 Cap, veh/h 64 Arrive On Green 0.24 Sat Flow, veh/h 273 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.17 Lane Grp Cap(c), veh/h 0 V/C Ratio(X) 0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I) 0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 330 of 1313Timings 3b Build 2027 PM 4: SR 280 (S Cobb Dr) 12/03/2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 579 1136 623 452 825 47 Future Volume (vph) 579 1136 623 452 825 47 Lane Group Flow (vph) 585 1147 629 457 833 47 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 1 6 2 2 3 4 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 6.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 27.0 57.0 30.0 30.0 36.0 27.0 Total Split (%) 22.5% 47.5% 25.0% 25.0% 30.0% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.78 0.55 0.53 0.55 0.94 0.29 Control Delay 51.6 16.4 35.4 5.8 62.7 4.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.6 16.4 35.4 5.8 62.7 4.3 Queue Length 50th (ft) 228 293 222 0 338 0 Queue Length 95th (ft) 285 358 300 87 #460 2 Internal Link Dist (ft) 646 201 Turn Bay Length (ft) 330 380 Base Capacity (vph) 757 2071 1198 833 901 355 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.77 0.55 0.53 0.55 0.92 0.13 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 331 of 1313HCM 6th Signalized Intersection Summary 3b Build 2027 PM 4: SR 280 (S Cobb Dr) 12/03/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 579 1136 0 0 623 452 825 0 47 0 0 0 Future Volume (veh/h) 579 1136 0 0 623 452 825 0 47 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1841 0 0 1870 1856 1870 0 1767 Adj Flow Rate, veh/h 585 1147 0 0 629 457 833 0 47 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 3 4 0 0 2 3 2 0 9 Cap, veh/h 635 2337 0 0 1584 701 887 0 384 Arrive On Green 0.19 0.67 0.00 0.00 0.45 0.45 0.26 0.00 0.26 Sat Flow, veh/h 3428 3589 0 0 3647 1572 3456 0 1497 Grp Volume(v), veh/h 585 1147 0 0 629 457 833 0 47 Grp Sat Flow(s),veh/h/ln 1714 1749 0 0 1777 1572 1728 0 1497 Q Serve(g_s), s 20.1 19.4 0.0 0.0 14.3 27.3 28.3 0.0 2.9 Cycle Q Clear(g_c), s 20.1 19.4 0.0 0.0 14.3 27.3 28.3 0.0 2.9 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 635 2337 0 0 1584 701 887 0 384 V/C Ratio(X) 0.92 0.49 0.00 0.00 0.40 0.65 0.94 0.00 0.12 Avail Cap(c_a), veh/h 643 2337 0 0 1584 701 907 0 393 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 48.0 9.8 0.0 0.0 22.4 26.0 43.7 0.0 34.2 Incr Delay (d2), s/veh 18.7 0.7 0.0 0.0 0.7 4.7 16.9 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.0 6.6 0.0 0.0 5.9 11.1 14.2 0.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 66.7 10.6 0.0 0.0 23.1 30.7 60.6 0.0 34.4 LnGrp LOS E B A A C C E A C Approach Vol, veh/h 1732 1086 880 Approach Delay, s/veh 29.5 26.3 59.2 Approach LOS C C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 26.7 58.0 84.7 35.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 22.5 25.5 52.5 31.5 Max Q Clear Time (g_c+I1), s 22.1 29.3 21.4 30.3 Green Ext Time (p_c), s 0.1 0.0 12.7 0.5 Intersection Summary HCM 6th Ctrl Delay 35.6 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 7 Page 332 of 1313HCM 6th TWSC 3b Build 2027 PM 5: Drwy 1 (RIRO) & SR 280 (S Cobb Dr) 12/03/2025 Intersection Int Delay, s/veh 1.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1206 133 0 1082 0 157 Future Vol, veh/h 1206 133 0 1082 0 157 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Yield Storage Length - 175 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1311 145 0 1176 0 171 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 656 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver - 0 0 - 0 408 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 408 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 20 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 408 - - HCM Lane V/C Ratio 0.418 - - HCM Control Delay (s) 20 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 2 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 8 Page 333 of 1313HCM 6th TWSC 3b Build 2027 PM 6: Riverview Rd & Drwy 2 (RIRO) 12/03/2025 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 30 0 405 704 121 Future Vol, veh/h 0 30 0 405 704 121 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - None - Free Storage Length - 0 - - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 33 0 440 765 132 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 765 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy -3.318 - - - - Pot Cap-1 Maneuver 0 403 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 403 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 14.7 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT Capacity (veh/h) - 403 - HCM Lane V/C Ratio - 0.081 - HCM Control Delay (s) - 14.7 - HCM Lane LOS - B - HCM 95th %tile Q(veh) - 0.3 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 9 Page 334 of 1313HCM 6th TWSC 3b Build 2027 PM 7: Maner Rd & Drwy 3 12/03/2025 Intersection Int Delay, s/veh 6.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 14 6 28 95 1 Future Vol, veh/h 1 14 6 28 95 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 15 7 30 103 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 37 0 - 0 39 22 Stage 1 - - - - 22 - Stage 2 - - - - 17 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1574 - - - 973 1055 Stage 1 - - - - 1001 - Stage 2 - - - - 1006 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1574 - - - 972 1055 Mov Cap-2 Maneuver - - - - 972 - Stage 1 - - - - 1000 - Stage 2 - - - - 1006 - Approach EB WB SB HCM Control Delay, s 0.5 0 9.1 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1574 - - - 973 HCM Lane V/C Ratio 0.001 - - - 0.107 HCM Control Delay (s) 7.3 0 - - 9.1 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.4 A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 10 Page 335 of 1313F U T U R E “N O -B UILD ” 2 0 3 7 I NTERSECTION A NALYSIS Page 336 of 1313HCM 6th TWSC 2c No Build 2037 AM 1: Riverview Rd & Maner Rd 11-19-2025 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 1 1 568 202 15 Future Vol, veh/h 9 1 1 568 202 15 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 13 22597 Mvmt Flow 10 1 1 611 217 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 838 225 233 0 - 0 Stage 1 225 ----- Stage 2 613 ----- Critical Hdwy 6.53 6.22 4.12 - - - Critical Hdwy Stg 1 5.53 ----- Critical Hdwy Stg 2 5.53 ----- Follow-up Hdwy 3.617 3.318 2.218 - - - Pot Cap-1 Maneuver 322 814 1335 - - - Stage 1 787 ----- Stage 2 520 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 322 814 1335 - - - Mov Cap-2 Maneuver 322 ----- Stage 1 786 ----- Stage 2 520 ----- Approach EB NB SB HCM Control Delay, s 15.8 0 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1335 - 343 - - HCM Lane V/C Ratio 0.001 - 0.031 - - HCM Control Delay (s) 7.7 0 15.8 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.1 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 337 of 1313HCM 6th TWSC 2c No Build 2037 AM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-19-2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 959 8 1 790 13 11 Future Vol, veh/h 959 8 1 790 13 11 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 4 22522 Mvmt Flow 1031 9 1 849 14 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1040 0 1458 516 Stage 1 - - - - 1031 - Stage 2 - - - - 427 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 664 - 120 504 Stage 1 - - - - 305 - Stage 2 - - - - 626 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 664 - 120 504 Mov Cap-2 Maneuver - - - - 233 - Stage 1 - - - - 305 - Stage 2 - - - - 625 - Approach EB WB NB HCM Control Delay, s 0 0 17.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 309 - - 664 - HCM Lane V/C Ratio 0.084 - - 0.002 - HCM Control Delay (s) 17.7 - - 10.4 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 0.3 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 338 of 1313Timings 2c No Build 2037 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Lane Group EBU EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 12 124 754 162 21 650 132 131 168 33 Future Volume (vph) 12 124 754 162 21 650 132 131 168 33 Lane Group Flow (vph) 0 144 794 171 22 684 139 429 177 193 Turn Type custom pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 1 6 6 2 2 4 Detector Phase 1166222448 Switch Phase Minimum Initial (s) 5.0 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 13.0 13.0 51.0 51.0 38.0 38.0 38.0 44.0 44.0 45.0 Total Split (%) 9.3% 9.3% 36.4% 36.4% 27.1% 27.1% 27.1% 31.4% 31.4% 32.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.46 0.52 0.24 0.11 0.66 0.25 0.98 0.36 0.77 Control Delay 26.9 27.5 6.9 38.7 44.7 7.2 88.4 16.6 62.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.9 27.5 6.9 38.7 44.7 7.2 88.4 16.6 62.7 Queue Length 50th (ft) 76 267 17 14 288 0 405 43 134 Queue Length 95th (ft) 138 373 70 43 #436 56 #635 112 213 Internal Link Dist (ft) 546 347 374 946 Turn Bay Length (ft) 155 200 200 300 180 Base Capacity (vph) 316 1515 700 197 1039 566 437 486 475 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.46 0.52 0.24 0.11 0.66 0.25 0.98 0.36 0.41 Intersection Summary Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 135 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 339 of 1313HCM 6th Signalized Intersection Summary 2c No Build 2037 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 12 124 754 162 21 650 132 276 131 168 45 33 Future Volume (veh/h) 12 124 754 162 21 650 132 276 131 168 45 33 Initial Q (Qb), veh 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1670 1657 1550 1683 1643 1670 1603 1657 1683 1683 1670 Adj Flow Rate, veh/h 131 794 171 22 684 139 291 138 177 47 35 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 4 12 25384223 Cap, veh/h 275 1509 630 211 1207 547 303 144 398 53 39 Arrive On Green 0.06 0.48 0.48 0.39 0.39 0.39 0.28 0.28 0.28 0.15 0.15 Sat Flow, veh/h 1590 3148 1314 524 3122 1415 1087 515 1427 365 271 Grp Volume(v), veh/h 131 794 171 22 684 139 429 0 177 193 0 Grp Sat Flow(s),veh/h/ln 1590 1574 1314 524 1561 1415 1602 0 1427 1497 0 Q Serve(g_s), s 6.8 24.6 10.9 4.3 24.1 9.4 36.9 0.0 14.3 17.7 0.0 Cycle Q Clear(g_c), s 6.8 24.6 10.9 15.9 24.1 9.4 36.9 0.0 14.3 17.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.68 1.00 0.24 Lane Grp Cap(c), veh/h 275 1509 630 211 1207 547 447 0 398 217 0 V/C Ratio(X) 0.48 0.53 0.27 0.10 0.57 0.25 0.96 0.00 0.44 0.89 0.00 Avail Cap(c_a), veh/h 275 1509 630 211 1207 547 452 0 402 433 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.86 0.86 0.86 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 25.2 25.4 21.8 35.4 33.7 29.2 49.7 0.0 41.5 58.7 0.0 Incr Delay (d2), s/veh 1.1 1.1 0.9 1.0 1.9 1.1 31.9 0.0 0.8 11.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 9.1 3.4 0.6 9.2 3.3 18.6 0.0 5.1 7.4 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 26.3 26.5 22.7 36.4 35.7 30.3 81.6 0.0 42.3 70.3 0.0 LnGrp LOS CCCDDCFADEA Approach Vol, veh/h 1096 845 606 193 Approach Delay, s/veh 25.9 34.8 70.1 70.3 Approach LOS C C E E Timer - Assigned Phs 1 2468 Phs Duration (G+Y+Rc), s 13.0 58.6 43.6 71.6 24.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.5 33.5 39.5 46.5 40.5 Max Q Clear Time (g_c+I1), s 8.8 26.1 38.9 26.6 19.7 Green Ext Time (p_c), s 0.0 3.7 0.2 7.9 0.6 Intersection Summary HCM 6th Ctrl Delay 41.6 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 340 of 1313HCM 6th Signalized Intersection Summary 2c No Build 2037 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Movement SBR Lane Configurations Traffic Volume (veh/h) 105 Future Volume (veh/h) 105 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1683 Adj Flow Rate, veh/h 111 Peak Hour Factor 0.95 Percent Heavy Veh, % 2 Cap, veh/h 125 Arrive On Green 0.15 Sat Flow, veh/h 861 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.58 Lane Grp Cap(c), veh/h 0 V/C Ratio(X) 0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I) 0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 341 of 1313Timings 2c No Build 2037 AM 4: SR 280 (S Cobb Dr) 11-19-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 651 899 454 552 751 90 Future Volume (vph) 651 899 454 552 751 90 Lane Group Flow (vph) 708 977 493 600 816 98 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 162234 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 6.0 Minimum Split (s) 9.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 32.0 59.0 27.0 27.0 34.0 27.0 Total Split (%) 26.7% 49.2% 22.5% 22.5% 28.3% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.80 0.49 0.54 0.71 0.98 0.54 Control Delay 47.8 16.2 41.6 8.7 71.3 22.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.8 16.2 41.6 8.7 71.3 22.6 Queue Length 50th (ft) 273 223 176 0 337 2 Queue Length 95th (ft) 326 313 265 130 #473 57 Internal Link Dist (ft) 670 546 Turn Bay Length (ft) 330 380 Base Capacity (vph) 886 1988 912 843 835 350 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.80 0.49 0.54 0.71 0.98 0.28 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 342 of 1313HCM 6th Signalized Intersection Summary 2c No Build 2037 AM 4: SR 280 (S Cobb Dr) 11-19-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 651 899 0 0 454 552 751 0 90 0 0 0 Future Volume (veh/h) 651 899 0 0 454 552 751 0 90 0 0 0 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1781 1826 0 0 1811 1796 1856 0 1737 Adj Flow Rate, veh/h 708 977 0 0 493 600 816 0 98 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8500673011 Cap, veh/h 752 2356 0 0 1422 629 843 0 362 Arrive On Green 0.23 0.68 0.00 0.00 0.41 0.41 0.25 0.00 0.25 Sat Flow, veh/h 3291 3561 0 0 3532 1522 3428 0 1472 Grp Volume(v), veh/h 708 977 0 0 493 600 816 0 98 Grp Sat Flow(s),veh/h/ln 1646 1735 0 0 1721 1522 1714 0 1472 Q Serve(g_s), s 25.4 15.1 0.0 0.0 11.8 45.8 28.3 0.0 6.5 Cycle Q Clear(g_c), s 25.4 15.1 0.0 0.0 11.8 45.8 28.3 0.0 6.5 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 752 2356 0 0 1422 629 843 0 362 V/C Ratio(X) 0.94 0.41 0.00 0.00 0.35 0.95 0.97 0.00 0.27 Avail Cap(c_a), veh/h 754 2356 0 0 1422 629 843 0 362 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.70 0.70 1.00 0.00 1.00 Uniform Delay (d), s/veh 45.5 8.6 0.0 0.0 24.1 34.1 44.8 0.0 36.6 Incr Delay (d2), s/veh 19.9 0.5 0.0 0.0 0.5 20.7 23.4 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.1 5.0 0.0 0.0 4.7 20.3 14.8 0.0 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 65.4 9.1 0.0 0.0 24.6 54.8 68.2 0.0 37.0 LnGrp LOS EAAACDEAD Approach Vol, veh/h 1685 1093 914 Approach Delay, s/veh 32.8 41.2 64.9 Approach LOS C D E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 31.9 54.1 86.0 34.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 27.5 22.5 54.5 29.5 Max Q Clear Time (g_c+I1), s 27.4 47.8 17.1 30.3 Green Ext Time (p_c), s 0.0 0.0 10.9 0.0 Intersection Summary HCM 6th Ctrl Delay 43.2 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 7 Page 343 of 1313HCM 6th TWSC 2d No Build 2037 PM 1: Riverview Rd & Maner Rd 11-19-2025 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 12 3 2 353 796 4 Future Vol, veh/h 12 3 2 353 796 4 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 22332 Mvmt Flow 13 3 2 368 829 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1203 831 833 0 - 0 Stage 1 831 ----- Stage 2 372 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 204 370 800 - - - Stage 1 428 ----- Stage 2 697 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 203 370 800 - - - Mov Cap-2 Maneuver 203 ----- Stage 1 427 ----- Stage 2 697 ----- Approach EB NB SB HCM Control Delay, s 22.4 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 800 - 223 - - HCM Lane V/C Ratio 0.003 - 0.07 - - HCM Control Delay (s) 9.5 0 22.4 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 344 of 1313HCM 6th TWSC 2d No Build 2037 PM 2: Elmwood Cir & SR 280 (S Cobb Dr) 11-19-2025 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 963 21 9 948 17 3 Future Vol, veh/h 963 21 9 948 17 3 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 22222 Mvmt Flow 1058 23 10 1042 19 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1081 0 1599 529 Stage 1 - - - - 1058 - Stage 2 - - - - 541 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 641 - 97 494 Stage 1 - - - - 295 - Stage 2 - - - - 548 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 641 - 95 494 Mov Cap-2 Maneuver - - - - 213 - Stage 1 - - - - 295 - Stage 2 - - - - 539 - Approach EB WB NB HCM Control Delay, s 0 0.1 22.1 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 233 - - 641 - HCM Lane V/C Ratio 0.094 - - 0.015 - HCM Control Delay (s) 22.1 - - 10.7 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 0.3 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 345 of 1313Timings 2d No Build 2037 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Lane Group EBU EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 9 103 820 474 97 755 65 45 67 204 Future Volume (vph) 9 103 820 474 97 755 65 45 67 204 Lane Group Flow (vph) 0 118 863 499 102 795 68 341 71 422 Turn Type custom pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 1 6 6 2 2 4 Detector Phase 1166222448 Switch Phase Minimum Initial (s) 5.0 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 9.5 23.5 23.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 12.0 12.0 80.0 80.0 68.0 68.0 68.0 46.0 46.0 54.0 Total Split (%) 6.7% 6.7% 44.4% 44.4% 37.8% 37.8% 37.8% 25.6% 25.6% 30.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.63 0.63 0.64 0.70 0.69 0.12 0.95 0.19 0.97 Control Delay 50.8 42.8 17.0 76.1 52.8 9.4 104.3 15.0 98.1 Queue Delay 0.0 2.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.8 44.8 17.8 76.1 52.8 9.4 104.3 15.0 98.1 Queue Length 50th (ft) 91 443 168 109 444 3 414 7 506 Queue Length 95th (ft) 143 523 312 #221 528 43 #620 56 #739 Internal Link Dist (ft) 546 347 374 946 Turn Bay Length (ft) 155 200 200 300 180 Base Capacity (vph) 186 1379 780 146 1158 559 370 377 447 Starvation Cap Reductn 0 352 94 000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.63 0.84 0.73 0.70 0.69 0.12 0.92 0.19 0.94 Intersection Summary Cycle Length: 180 Actuated Cycle Length: 180 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 346 of 1313HCM 6th Signalized Intersection Summary 2d No Build 2037 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 9 103 820 474 97 755 65 279 45 67 118 204 Future Volume (veh/h) 9 103 820 474 97 755 65 279 45 67 118 204 Initial Q (Qb), veh 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1683 1683 1630 1683 1683 1683 1683 1683 1683 1683 1683 Adj Flow Rate, veh/h 108 863 499 102 795 68 294 47 71 124 215 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 22622222222 Cap, veh/h 196 1380 596 120 1167 521 308 49 316 128 222 Arrive On Green 0.04 0.43 0.43 0.36 0.36 0.36 0.22 0.22 0.22 0.27 0.27 Sat Flow, veh/h 1603 3198 1381 360 3198 1427 1391 222 1427 471 817 Grp Volume(v), veh/h 108 863 499 102 795 68 341 0 71 422 0 Grp Sat Flow(s),veh/h/ln 1603 1599 1381 360 1599 1427 1614 0 1427 1603 0 Q Serve(g_s), s 7.5 37.8 57.9 39.9 37.8 5.7 37.5 0.0 7.3 46.8 0.0 Cycle Q Clear(g_c), s 7.5 37.8 57.9 65.7 37.8 5.7 37.5 0.0 7.3 46.8 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.86 1.00 0.29 Lane Grp Cap(c), veh/h 196 1380 596 120 1167 521 357 0 316 436 0 V/C Ratio(X) 0.55 0.63 0.84 0.85 0.68 0.13 0.95 0.00 0.22 0.97 0.00 Avail Cap(c_a), veh/h 196 1380 596 120 1167 521 372 0 329 441 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.79 0.79 0.79 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 38.4 39.8 45.5 74.4 48.3 38.1 69.2 0.0 57.4 64.7 0.0 Incr Delay (d2), s/veh 2.6 1.7 10.7 49.7 3.2 0.5 34.3 0.0 0.4 34.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 15.0 21.2 6.4 15.4 2.1 18.9 0.0 2.7 23.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.0 41.5 56.2 124.2 51.5 38.6 103.4 0.0 57.8 99.1 0.0 LnGrp LOS D D E F D D F A E F A Approach Vol, veh/h 1470 965 412 422 Approach Delay, s/veh 46.5 58.3 95.6 99.1 Approach LOS D E F F Timer - Assigned Phs 1 2468 Phs Duration (G+Y+Rc), s 12.0 70.2 44.4 82.2 53.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 63.5 41.5 75.5 49.5 Max Q Clear Time (g_c+I1), s 9.5 67.7 39.5 59.9 48.8 Green Ext Time (p_c), s 0.0 0.0 0.3 9.5 0.1 Intersection Summary HCM 6th Ctrl Delay 62.9 HCM 6th LOS E Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 347 of 1313HCM 6th Signalized Intersection Summary 2d No Build 2037 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 11-19-2025 Movement SBR Lane Configurations Traffic Volume (veh/h) 79 Future Volume (veh/h) 79 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1683 Adj Flow Rate, veh/h 83 Peak Hour Factor 0.95 Percent Heavy Veh, % 2 Cap, veh/h 86 Arrive On Green 0.27 Sat Flow, veh/h 315 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.20 Lane Grp Cap(c), veh/h 0 V/C Ratio(X) 0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I) 0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 348 of 1313Timings 2d No Build 2037 PM 4: SR 280 (S Cobb Dr) 11-19-2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 637 1183 618 497 907 52 Future Volume (vph) 637 1183 618 497 907 52 Lane Group Flow (vph) 643 1195 624 502 916 53 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 162234 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 5.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 28.0 55.0 27.0 27.0 38.0 27.0 Total Split (%) 23.3% 45.8% 22.5% 22.5% 31.7% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.77 0.59 0.59 0.61 0.96 0.33 Control Delay 49.0 18.3 40.2 6.8 64.3 7.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.0 18.3 40.2 6.8 64.3 7.3 Queue Length 50th (ft) 248 322 232 0 374 0 Queue Length 95th (ft) 306 398 314 100 #510 9 Internal Link Dist (ft) 670 546 Turn Bay Length (ft) 330 380 Base Capacity (vph) 831 2012 1053 819 958 355 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.77 0.59 0.59 0.61 0.96 0.15 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 349 of 1313HCM 6th Signalized Intersection Summary 2d No Build 2037 PM 4: SR 280 (S Cobb Dr) 11-19-2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 637 1183 0 0 618 497 907 0 52 0 0 0 Future Volume (veh/h) 637 1183 0 0 618 497 907 0 52 0 0 0 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1841 0 0 1870 1856 1870 0 1767 Adj Flow Rate, veh/h 643 1195 0 0 624 502 916 0 53 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 340023209 Cap, veh/h 671 2263 0 0 1470 650 961 0 416 Arrive On Green 0.20 0.65 0.00 0.00 0.41 0.41 0.28 0.00 0.28 Sat Flow, veh/h 3428 3589 0 0 3647 1572 3456 0 1497 Grp Volume(v), veh/h 643 1195 0 0 624 502 916 0 53 Grp Sat Flow(s),veh/h/ln 1714 1749 0 0 1777 1572 1728 0 1497 Q Serve(g_s), s 22.3 22.0 0.0 0.0 15.0 33.0 31.2 0.0 3.2 Cycle Q Clear(g_c), s 22.3 22.0 0.0 0.0 15.0 33.0 31.2 0.0 3.2 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 671 2263 0 0 1470 650 961 0 416 V/C Ratio(X) 0.96 0.53 0.00 0.00 0.42 0.77 0.95 0.00 0.13 Avail Cap(c_a), veh/h 671 2263 0 0 1470 650 965 0 418 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.67 0.67 1.00 0.00 1.00 Uniform Delay (d), s/veh 47.8 11.4 0.0 0.0 25.0 30.3 42.6 0.0 32.4 Incr Delay (d2), s/veh 24.7 0.9 0.0 0.0 0.6 5.9 18.7 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.5 7.7 0.0 0.0 6.2 13.5 15.8 0.0 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.4 12.2 0.0 0.0 25.6 36.2 61.2 0.0 32.6 LnGrp LOS EBAACDEAC Approach Vol, veh/h 1838 1126 969 Approach Delay, s/veh 33.3 30.4 59.6 Approach LOS C C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 28.0 54.1 82.1 37.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 23.5 22.5 50.5 33.5 Max Q Clear Time (g_c+I1), s 24.3 35.0 24.0 33.2 Green Ext Time (p_c), s 0.0 0.0 12.4 0.1 Intersection Summary HCM 6th Ctrl Delay 38.9 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 7 Page 350 of 1313 F UTURE “B UILD ” 2037 I NTERSECTION A NALYSIS Page 351 of 1313HCM 6th TWSC 3c Build 2037 AM 1: Riverview Rd & Maner Rd 12/03/2025 Intersection Int Delay, s/veh 3.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 113 8 33 549 209 15 Future Vol, veh/h 113 8 33 549 209 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 13 2 2 5 9 7 Mvmt Flow 122 9 35 590 225 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 893 233 241 0 - 0 Stage 1 233 - - - - - Stage 2 660 - - - - - Critical Hdwy 6.53 6.22 4.12 - - - Critical Hdwy Stg 1 5.53 - - - - - Critical Hdwy Stg 2 5.53 - - - - - Follow-up Hdwy 3.617 3.318 2.218 - - - Pot Cap-1 Maneuver 298 806 1326 - - - Stage 1 780 - - - - - Stage 2 494 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 286 806 1326 - - - Mov Cap-2 Maneuver 286 - - - - - Stage 1 750 - - - - - Stage 2 494 - - - - - Approach EB NB SB HCM Control Delay, s 26 0.4 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1326 - 299 - - HCM Lane V/C Ratio 0.027 - 0.435 - - HCM Control Delay (s) 7.8 0 26 - - HCM Lane LOS A A D - - HCM 95th %tile Q(veh) 0.1 - 2.1 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 352 of 1313HCM 6th TWSC 3c Build 2037 AM 2: Elmwood Cir & SR 280 (S Cobb Dr) 12/03/2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 999 8 1 831 13 11 Future Vol, veh/h 999 8 1 831 13 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 4 2 2 5 2 2 Mvmt Flow 1074 9 1 894 14 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1083 0 1523 537 Stage 1 - - - - 1074 - Stage 2 - - - - 449 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 640 - 109 488 Stage 1 - - - - 289 - Stage 2 - - - - 610 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 640 - 109 488 Mov Cap-2 Maneuver - - - - 220 - Stage 1 - - - - 289 - Stage 2 - - - - 609 - Approach EB WB NB HCM Control Delay, s 0 0 18.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 294 - - 640 - HCM Lane V/C Ratio 0.088 - - 0.002 - HCM Control Delay (s) 18.4 - - 10.6 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 0.3 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 353 of 1313Timings 3c Build 2037 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 12/03/2025 Lane Group EBU EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 68 140 785 152 120 602 123 138 177 57 Future Volume (vph) 68 140 785 152 120 602 123 138 177 57 Lane Group Flow (vph) 0 221 826 160 126 634 129 507 186 207 Turn Type custom pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 1 6 6 2 2 4 Detector Phase 1 1 6 6 2 2 2 4 4 8 Switch Phase Minimum Initial (s) 5.0 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 11.0 11.0 50.0 50.0 39.0 39.0 39.0 45.0 45.0 45.0 Total Split (%) 7.9% 7.9% 35.7% 35.7% 27.9% 27.9% 27.9% 32.1% 32.1% 32.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.61 0.57 0.24 0.90 0.83 0.29 1.13 0.36 0.78 Control Delay 34.2 30.7 9.8 104.8 60.7 8.4 129.4 12.2 66.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.2 30.7 9.8 104.8 60.7 8.4 129.4 12.2 66.4 Queue Length 50th (ft) 130 296 26 116 301 0 ~557 28 161 Queue Length 95th (ft) #288 411 86 #251 381 55 #791 95 239 Internal Link Dist (ft) 266 347 197 628 Turn Bay Length (ft) 155 180 200 300 160 Base Capacity (vph) 361 1440 658 140 762 444 447 515 471 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.61 0.57 0.24 0.90 0.83 0.29 1.13 0.36 0.44 Intersection Summary Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 354 of 1313HCM 6th Signalized Intersection Summary 3c Build 2037 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 12/03/2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 68 140 785 152 120 602 123 344 138 177 45 57 Future Volume (veh/h) 68 140 785 152 120 602 123 344 138 177 45 57 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1670 1657 1550 1683 1643 1670 1603 1657 1683 1683 1670 Adj Flow Rate, veh/h 147 826 160 126 634 129 362 145 186 47 60 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 4 12 2 5 3 8 4 2 2 3 Cap, veh/h 267 1454 607 190 1197 542 330 132 413 53 67 Arrive On Green 0.05 0.46 0.46 0.38 0.38 0.38 0.29 0.29 0.29 0.15 0.15 Sat Flow, veh/h 1590 3148 1314 514 3122 1415 1142 457 1427 345 441 Grp Volume(v), veh/h 147 826 160 126 634 129 507 0 186 207 0 Grp Sat Flow(s),veh/h/ln 1590 1574 1314 514 1561 1415 1600 0 1427 1521 0 Q Serve(g_s), s 6.5 26.8 10.4 33.2 22.0 8.7 40.5 0.0 14.9 18.7 0.0 Cycle Q Clear(g_c), s 6.5 26.8 10.4 49.0 22.0 8.7 40.5 0.0 14.9 18.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.71 1.00 0.23 Lane Grp Cap(c), veh/h 267 1454 607 190 1197 542 463 0 413 232 0 V/C Ratio(X) 0.55 0.57 0.26 0.66 0.53 0.24 1.10 0.00 0.45 0.89 0.00 Avail Cap(c_a), veh/h 267 1454 607 190 1197 542 463 0 413 440 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 29.8 27.5 23.1 49.4 33.4 29.3 49.8 0.0 40.7 58.2 0.0 Incr Delay (d2), s/veh 2.4 1.6 1.1 16.7 1.7 1.0 70.3 0.0 0.8 11.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 10.0 3.3 5.0 8.4 3.1 25.0 0.0 5.3 7.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.2 29.1 24.1 66.1 35.1 30.3 120.1 0.0 41.4 69.6 0.0 LnGrp LOS C C C E D C F A D E A Approach Vol, veh/h 1133 889 693 207 Approach Delay, s/veh 28.8 38.8 99.0 69.6 Approach LOS C D F E Timer - Assigned Phs 1 2 4 6 8 Phs Duration (G+Y+Rc), s 11.0 58.2 45.0 69.2 25.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 34.5 40.5 45.5 40.5 Max Q Clear Time (g_c+I1), s 8.5 51.0 42.5 28.8 20.7 Green Ext Time (p_c), s 0.0 0.0 0.0 7.4 0.6 Intersection Summary HCM 6th Ctrl Delay 51.4 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 355 of 1313HCM 6th Signalized Intersection Summary 3c Build 2037 AM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 12/03/2025 Movement SBR Lane Configurations Traffic Volume (veh/h) 95 Future Volume (veh/h) 95 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1683 Adj Flow Rate, veh/h 100 Peak Hour Factor 0.95 Percent Heavy Veh, % 2 Cap, veh/h 112 Arrive On Green 0.15 Sat Flow, veh/h 735 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.48 Lane Grp Cap(c), veh/h 0 V/C Ratio(X) 0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I) 0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 356 of 1313Timings 3c Build 2037 AM 4: SR 280 (S Cobb Dr) 12/03/2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 651 968 521 552 751 90 Future Volume (vph) 651 968 521 552 751 90 Lane Group Flow (vph) 708 1052 566 600 816 98 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 1 6 2 2 3 4 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 5.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 9.5 Total Split (s) 38.0 76.0 38.0 38.0 41.0 12.0 Total Split (%) 29.5% 58.9% 29.5% 29.5% 31.8% 9.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.89 0.53 0.56 0.69 0.90 0.62 Control Delay 61.5 18.2 41.9 7.7 59.0 32.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.5 18.2 41.9 7.7 59.0 32.1 Queue Length 50th (ft) 301 290 227 0 345 8 Queue Length 95th (ft) #382 361 297 116 429 68 Internal Link Dist (ft) 646 201 Turn Bay Length (ft) 330 380 Base Capacity (vph) 841 1987 1016 871 962 168 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.84 0.53 0.56 0.69 0.85 0.58 Intersection Summary Cycle Length: 129 Actuated Cycle Length: 129 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 357 of 1313HCM 6th Signalized Intersection Summary 3c Build 2037 AM 4: SR 280 (S Cobb Dr) 12/03/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 651 968 0 0 521 552 751 0 90 0 0 0 Future Volume (veh/h) 651 968 0 0 521 552 751 0 90 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1781 1826 0 0 1811 1796 1856 0 1737 Adj Flow Rate, veh/h 708 1052 0 0 566 600 816 0 98 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 8 5 0 0 6 7 3 0 11 Cap, veh/h 770 2328 0 0 1384 612 888 0 381 Arrive On Green 0.23 0.67 0.00 0.00 0.40 0.40 0.26 0.00 0.26 Sat Flow, veh/h 3291 3561 0 0 3532 1522 3428 0 1472 Grp Volume(v), veh/h 708 1052 0 0 566 600 816 0 98 Grp Sat Flow(s),veh/h/ln 1646 1735 0 0 1721 1522 1714 0 1472 Q Serve(g_s), s 27.1 18.5 0.0 0.0 15.2 50.2 29.9 0.0 6.8 Cycle Q Clear(g_c), s 27.1 18.5 0.0 0.0 15.2 50.2 29.9 0.0 6.8 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 770 2328 0 0 1384 612 888 0 381 V/C Ratio(X) 0.92 0.45 0.00 0.00 0.41 0.98 0.92 0.00 0.26 Avail Cap(c_a), veh/h 855 2328 0 0 1384 612 970 0 417 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 48.2 10.0 0.0 0.0 27.6 38.0 46.5 0.0 37.9 Incr Delay (d2), s/veh 14.0 0.6 0.0 0.0 0.9 31.8 12.8 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.3 6.4 0.0 0.0 6.2 24.0 14.4 0.0 2.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 62.2 10.6 0.0 0.0 28.5 69.8 59.2 0.0 38.3 LnGrp LOS E B A A C E E A D Approach Vol, veh/h 1760 1166 914 Approach Delay, s/veh 31.4 49.8 57.0 Approach LOS C D E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 34.7 56.4 91.1 37.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 33.5 33.5 71.5 36.5 Max Q Clear Time (g_c+I1), s 29.1 52.2 20.5 31.9 Green Ext Time (p_c), s 1.1 0.0 13.0 1.6 Intersection Summary HCM 6th Ctrl Delay 43.1 HCM 6th LOS D A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 7 Page 358 of 1313HCM 6th TWSC 3c Build 2037 AM 5: Drwy 1 (RIRO) & SR 280 (S Cobb Dr) 12/03/2025 Intersection Int Delay, s/veh 1.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 967 155 0 1110 0 180 Future Vol, veh/h 967 155 0 1110 0 180 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Yield Storage Length - 175 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1051 168 0 1207 0 196 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 526 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver - 0 0 - 0 496 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 496 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 16.9 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 496 - - HCM Lane V/C Ratio 0.394 - - HCM Control Delay (s) 16.9 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 1.9 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 8 Page 359 of 1313HCM 6th TWSC 3c Build 2037 AM 6: Riverview Rd & Drwy 2 (RIRO) 12/03/2025 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 36 0 660 189 141 Future Vol, veh/h 0 36 0 660 189 141 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - None - Free Storage Length - 0 - - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 39 0 717 205 153 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 205 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy -3.318 - - - - Pot Cap-1 Maneuver 0 836 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 836 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 9.5 0 0 HCM LOS A Minor Lane/Major Mvmt NBTEBLn1 SBT Capacity (veh/h) - 836 - HCM Lane V/C Ratio - 0.047 - HCM Control Delay (s) - 9.5 - HCM Lane LOS - A - HCM 95th %tile Q(veh) - 0.1 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 9 Page 360 of 1313HCM 6th TWSC 3c Build 2037 AM 7: Maner Rd & Drwy 3 12/03/2025 Intersection Int Delay, s/veh 6.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 10 15 33 111 1 Future Vol, veh/h 1 10 15 33 111 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 11 16 36 121 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 52 0 - 0 47 34 Stage 1 - - - - 34 - Stage 2 - - - - 13 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1554 - - - 963 1039 Stage 1 - - - - 988 - Stage 2 - - - - 1010 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1554 - - - 962 1039 Mov Cap-2 Maneuver - - - - 962 - Stage 1 - - - - 987 - Stage 2 - - - - 1010 - Approach EB WB SB HCM Control Delay, s 0.7 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1554 - - - 963 HCM Lane V/C Ratio 0.001 - - - 0.126 HCM Control Delay (s) 7.3 0 - - 9.3 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.4 A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 10 Page 361 of 1313HCM 6th TWSC 3d Build 2037 PM 1: Riverview Rd & Maner Rd 12/03/2025 Intersection Int Delay, s/veh 4.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 100 9 30 337 802 4 Future Vol, veh/h 100 9 30 337 802 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 3 3 2 Mvmt Flow 104 9 31 351 835 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1250 837 839 0 - 0 Stage 1 837 - - - - - Stage 2 413 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 191 367 796 - - - Stage 1 425 - - - - - Stage 2 668 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 182 367 796 - - - Mov Cap-2 Maneuver 182 - - - - - Stage 1 405 - - - - - Stage 2 668 - - - - - Approach EB NB SB HCM Control Delay, s 48.7 0.8 0 HCM LOS E Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 796 - 190 - - HCM Lane V/C Ratio 0.039 - 0.598 - - HCM Control Delay (s) 9.7 0 48.7 - - HCM Lane LOS A A E - - HCM 95th %tile Q(veh) 0.1 - 3.3 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 1 Page 362 of 1313HCM 6th TWSC 3d Build 2037 PM 2: Elmwood Cir & SR 280 (S Cobb Dr) 12/03/2025 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1000 21 9 985 17 3 Future Vol, veh/h 1000 21 9 985 17 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 25 - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1099 23 10 1082 19 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1122 0 1660 550 Stage 1 - - - - 1099 - Stage 2 - - - - 561 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 618 - 88 479 Stage 1 - - - - 281 - Stage 2 - - - - 535 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 618 - 87 479 Mov Cap-2 Maneuver - - - - 202 - Stage 1 - - - - 281 - Stage 2 - - - - 526 - Approach EB WB NB HCM Control Delay, s 0 0.1 23.1 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 221 - - 618 - HCM Lane V/C Ratio 0.099 - - 0.016 - HCM Control Delay (s) 23.1 - - 10.9 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 0.3 - - 0 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 2 Page 363 of 1313Timings 3d Build 2037 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 12/03/2025 Lane Group EBU EBL EBT EBR WBL WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph) 60 117 849 466 182 715 57 51 75 224 Future Volume (vph) 60 117 849 466 182 715 57 51 75 224 Lane Group Flow (vph) 0 188 894 491 192 753 60 409 79 435 Turn Type custom pm+pt NA Perm Perm NA Perm NA Perm NA Protected Phases 1 6 2 4 8 Permitted Phases 1 6 6 2 2 4 Detector Phase 1 1 6 6 2 2 2 4 4 8 Switch Phase Minimum Initial (s) 5.0 5.0 15.0 15.0 15.0 15.0 15.0 6.0 6.0 6.0 Minimum Split (s) 9.5 9.5 22.5 22.5 24.5 24.5 24.5 44.5 44.5 44.5 Total Split (s) 10.0 10.0 88.0 88.0 78.0 78.0 78.0 45.0 45.0 47.0 Total Split (%) 5.6% 5.6% 48.9% 48.9% 43.3% 43.3% 43.3% 25.0% 25.0% 26.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Min C-Min C-Min C-Min C-Min None None None v/c Ratio 0.89 0.61 0.61 1.21 0.58 0.10 1.13 0.21 1.13 Control Delay 76.7 38.1 15.7 182.3 43.5 6.1 148.3 17.9 144.6 Queue Delay 0.0 2.7 1.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 76.7 40.9 16.9 182.3 43.5 6.1 148.3 17.9 144.6 Queue Length 50th (ft) 139 428 165 ~285 376 0 ~581 15 ~613 Queue Length 95th (ft) #273 505 296 #471 450 31 #817 67 #855 Internal Link Dist (ft) 266 347 197 628 Turn Bay Length (ft) 155 180 200 300 160 Base Capacity (vph) 212 1477 801 159 1300 619 361 370 385 Starvation Cap Reductn 0 447 132 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.89 0.87 0.73 1.21 0.58 0.10 1.13 0.21 1.13 Intersection Summary Cycle Length: 180 Actuated Cycle Length: 180 Offset: 0 (0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 3 Page 364 of 1313HCM 6th Signalized Intersection Summary 3d Build 2037 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 12/03/2025 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 60 117 849 466 182 715 57 337 51 75 118 224 Future Volume (veh/h) 60 117 849 466 182 715 57 337 51 75 118 224 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1683 1683 1630 1683 1683 1683 1683 1683 1683 1683 1683 Adj Flow Rate, veh/h 123 894 491 192 753 60 355 54 79 124 236 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 6 2 2 2 2 2 2 2 2 Cap, veh/h 226 1484 641 130 1306 583 315 48 321 108 206 Arrive On Green 0.03 0.46 0.46 0.41 0.41 0.41 0.22 0.22 0.22 0.24 0.24 Sat Flow, veh/h 1603 3198 1381 352 3198 1427 1400 213 1427 459 874 Grp Volume(v), veh/h 123 894 491 192 753 60 409 0 79 435 0 Grp Sat Flow(s),veh/h/ln 1603 1599 1381 352 1599 1427 1613 0 1427 1610 0 Q Serve(g_s), s 5.5 37.4 53.2 46.1 32.8 4.7 40.5 0.0 8.2 42.5 0.0 Cycle Q Clear(g_c), s 5.5 37.4 53.2 73.5 32.8 4.7 40.5 0.0 8.2 42.5 0.0 Prop In Lane 1.00 1.00 1.00 1.00 0.87 1.00 0.29 Lane Grp Cap(c), veh/h 226 1484 641 130 1306 583 363 0 321 380 0 V/C Ratio(X) 0.55 0.60 0.77 1.48 0.58 0.10 1.13 0.00 0.25 1.14 0.00 Avail Cap(c_a), veh/h 226 1484 641 130 1306 583 363 0 321 380 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 42.2 35.9 40.1 74.1 41.2 32.9 69.8 0.0 57.2 68.8 0.0 Incr Delay (d2), s/veh 2.7 1.8 8.5 251.3 1.9 0.4 86.2 0.0 0.4 91.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 14.8 19.2 15.1 13.1 1.7 25.4 0.0 3.0 27.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.9 37.7 48.7 325.3 43.1 33.2 156.0 0.0 57.6 160.2 0.0 LnGrp LOS D D D F D C F A E F A Approach Vol, veh/h 1508 1005 488 435 Approach Delay, s/veh 41.9 96.4 140.0 160.2 Approach LOS D F F F Timer - Assigned Phs 1 2 4 6 8 Phs Duration (G+Y+Rc), s 10.0 78.0 45.0 88.0 47.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 73.5 40.5 83.5 42.5 Max Q Clear Time (g_c+I1), s 7.5 75.5 42.5 55.2 44.5 Green Ext Time (p_c), s 0.0 0.0 0.0 13.9 0.0 Intersection Summary HCM 6th Ctrl Delay 86.7 HCM 6th LOS F Notes User approved pedestrian interval to be less than phase max green. User approved ignoring U-Turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 4 Page 365 of 1313HCM 6th Signalized Intersection Summary 3d Build 2037 PM 3: Riverview Rd/Maner Rd & SR 280 (S Cobb Dr) 12/03/2025 Movement SBR Lane Configurations Traffic Volume (veh/h) 71 Future Volume (veh/h) 71 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/ln 1683 Adj Flow Rate, veh/h 75 Peak Hour Factor 0.95 Percent Heavy Veh, % 2 Cap, veh/h 66 Arrive On Green 0.24 Sat Flow, veh/h 278 Grp Volume(v), veh/h 0 Grp Sat Flow(s),veh/h/ln 0 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 0.0 Prop In Lane 0.17 Lane Grp Cap(c), veh/h 0 V/C Ratio(X) 0.00 Avail Cap(c_a), veh/h 0 HCM Platoon Ratio 1.00 Upstream Filter(I) 0.00 Uniform Delay (d), s/veh 0.0 Incr Delay (d2), s/veh 0.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/ln 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 LnGrp LOS A Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 5 Page 366 of 1313Timings 3d Build 2037 PM 4: SR 280 (S Cobb Dr) 12/03/2025 Lane Group EBL EBT WBT WBR NBL NBR Lane Configurations Traffic Volume (vph) 637 1244 679 497 907 52 Future Volume (vph) 637 1244 679 497 907 52 Lane Group Flow (vph) 643 1257 686 502 916 53 Turn Type Prot NA NA Perm Prot Perm Protected Phases 1 6 2 3 Permitted Phases 2 4 Detector Phase 1 6 2 2 3 4 Switch Phase Minimum Initial (s) 5.0 15.0 15.0 15.0 5.0 6.0 Minimum Split (s) 10.5 27.5 23.5 23.5 9.5 26.5 Total Split (s) 27.0 56.0 29.0 29.0 37.0 27.0 Total Split (%) 22.5% 46.7% 24.2% 24.2% 30.8% 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min C-Min None None v/c Ratio 0.74 0.62 0.66 0.62 0.99 0.32 Control Delay 47.0 18.5 42.1 6.8 70.1 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.0 18.5 42.1 6.8 70.1 7.0 Queue Length 50th (ft) 247 344 261 0 378 0 Queue Length 95th (ft) 306 421 346 98 #522 9 Internal Link Dist (ft) 646 201 Turn Bay Length (ft) 330 380 Base Capacity (vph) 864 2026 1033 813 929 355 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.74 0.62 0.66 0.62 0.99 0.15 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 120 Control Type: Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR 280 (S Cobb Dr) A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 6 Page 367 of 1313HCM 6th Signalized Intersection Summary 3d Build 2037 PM 4: SR 280 (S Cobb Dr) 12/03/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 637 1244 0 0 679 497 907 0 52 0 0 0 Future Volume (veh/h) 637 1244 0 0 679 497 907 0 52 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1841 0 0 1870 1856 1870 0 1767 Adj Flow Rate, veh/h 643 1257 0 0 686 502 916 0 53 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 3 4 0 0 2 3 2 0 9 Cap, veh/h 643 2288 0 0 1525 675 936 0 405 Arrive On Green 0.19 0.65 0.00 0.00 0.43 0.43 0.27 0.00 0.27 Sat Flow, veh/h 3428 3589 0 0 3647 1572 3456 0 1497 Grp Volume(v), veh/h 643 1257 0 0 686 502 916 0 53 Grp Sat Flow(s),veh/h/ln 1714 1749 0 0 1777 1572 1728 0 1497 Q Serve(g_s), s 22.5 23.3 0.0 0.0 16.4 32.1 31.6 0.0 3.2 Cycle Q Clear(g_c), s 22.5 23.3 0.0 0.0 16.4 32.1 31.6 0.0 3.2 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 643 2288 0 0 1525 675 936 0 405 V/C Ratio(X) 1.00 0.55 0.00 0.00 0.45 0.74 0.98 0.00 0.13 Avail Cap(c_a), veh/h 643 2288 0 0 1525 675 936 0 405 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 48.8 11.2 0.0 0.0 24.2 28.7 43.4 0.0 33.1 Incr Delay (d2), s/veh 35.6 1.0 0.0 0.0 1.0 7.3 24.2 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.5 8.1 0.0 0.0 6.8 13.4 16.6 0.0 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 84.3 12.2 0.0 0.0 25.2 36.0 67.6 0.0 33.2 LnGrp LOS F B A A C D E A C Approach Vol, veh/h 1900 1188 969 Approach Delay, s/veh 36.6 29.8 65.7 Approach LOS D C E Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 27.0 56.0 83.0 37.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 22.5 24.5 51.5 32.5 Max Q Clear Time (g_c+I1), s 24.5 34.1 25.3 33.6 Green Ext Time (p_c), s 0.0 0.0 13.1 0.0 Intersection Summary HCM 6th Ctrl Delay 41.5 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 7 Page 368 of 1313HCM 6th TWSC 3d Build 2037 PM 5: Drwy 1 (RIRO) & SR 280 (S Cobb Dr) 12/03/2025 Intersection Int Delay, s/veh 1.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1334 133 0 1184 0 157 Future Vol, veh/h 1334 133 0 1184 0 157 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Yield Storage Length - 175 - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1450 145 0 1287 0 171 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 725 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver - 0 0 - 0 368 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 368 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 23 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 368 - - HCM Lane V/C Ratio 0.464 - - HCM Control Delay (s) 23 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 2.4 - - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 8 Page 369 of 1313HCM 6th TWSC 3d Build 2037 PM 6: Riverview Rd & Drwy 2 (RIRO) 12/03/2025 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 30 0 438 777 121 Future Vol, veh/h 0 30 0 438 777 121 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - None - Free Storage Length - 0 - - - 160 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 33 0 476 845 132 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 845 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy -3.318 - - - - Pot Cap-1 Maneuver 0 363 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 363 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 15.9 0 0 HCM LOS C Minor Lane/Major Mvmt NBTEBLn1 SBT Capacity (veh/h) - 363 - HCM Lane V/C Ratio - 0.09 - HCM Control Delay (s) - 15.9 - HCM Lane LOS - C - HCM 95th %tile Q(veh) - 0.3 - A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 9 Page 370 of 1313HCM 6th TWSC 3d Build 2037 PM 7: Maner Rd & Drwy 3 12/03/2025 Intersection Int Delay, s/veh 6.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 15 7 28 95 1 Future Vol, veh/h 1 15 7 28 95 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 16 8 30 103 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 38 0 - 0 41 23 Stage 1 - - - - 23 - Stage 2 - - - - 18 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1572 - - - 970 1054 Stage 1 - - - - 1000 - Stage 2 - - - - 1005 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1572 - - - 969 1054 Mov Cap-2 Maneuver - - - - 969 - Stage 1 - - - - 999 - Stage 2 - - - - 1005 - Approach EB WB SB HCM Control Delay, s 0.5 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1572 - - - 970 HCM Lane V/C Ratio 0.001 - - - 0.108 HCM Control Delay (s) 7.3 0 - - 9.2 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.4 A&R Engineering,Inc. Synchro 11 Report 25-142 5322 South Cobb Drive, Cobb County GA 30080 - TIS Page 10 Page 371 of 1313T RAFFIC V OLUME W ORKSHEETS Page 372 of 131325-142 5322 South Cobb Drive, Cobb County GA 30080 A&R Engineering Traffic Volumes November 2025 1.Riverview Rd @ Maner Rd A.M. Peak Hour Riverview Road Riverview Road Maner Road - Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 005060506001801419408019 00000 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 005160516001841419808019 00000 No-Build 2037 Volumes: 005680568002021521709011000000 Total New Trips: 014001400707 027073400000 Pass-by Trips: 019-1900 00000 077007700000 Future 2027 Traffic Volumes: 0334970530001911420501120812000000 Future 2037 Traffic Volumes: 0335490582002091522401130812100000 P.M. Peak Hour Riverview Road Riverview Road Maner Road - Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 023150317007104714011031400000 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 023210323007244728011031400000 No-Build 2037 Volumes: 023530355007964800012031500000 Total New Trips: 012001200606 024063000000 Pass-by Trips: 016-1600 00000 064006400000 Future 2027 Traffic Volumes: 03030503350073047340990910800000 Future 2037 Traffic Volumes: 030337036700802480601000910900000 Page 373 of 131325-142 5322 South Cobb Drive, Cobb County GA 30080 A&R Engineering Traffic Volumes November 2025 2.SR 280 @ Elmwood Cir A.M. Peak Hour Elmwood Circle - SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 0120102200000 008557862007040704 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 0120102200000 008727879007180718 No-Build 2037 Volumes: 0130112400000 009598967007900790 Total New Trips: 00000 00000 00400400041041 Pass-by Trips: 00000 00000 00000 00000 Future 2027 Traffic Volumes: 0120102200000 009127919007590759 Future 2037 Traffic Volumes: 0130112400000 0099981007 0 0 831 0 831 P.M. Peak Hour Elmwood Circle - SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 015031800000 0085819877088450853 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 015031800000 0087519894088620870 No-Build 2037 Volumes: 017032000000 0096321984099480957 Total New Trips: 00000 00000 00370370037037 Pass-by Trips: 00000 00000 00000 00000 Future 2027 Traffic Volumes: 015031800000 0091219931088990907 Future 2037 Traffic Volumes: 017032000000 001000 21 1021 0 9 985 0 994 Page 374 of 131325-142 5322 South Cobb Drive, Cobb County GA 30080 A&R Engineering Traffic Volumes November 2025 3.SR 280@Riverwood Rd-Maner Rd A.M. Peak Hour Riverview Road Maner Road SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 0 246 117 150 513 0 40 29 93 162 11 111 672 144 938 0 19 579 118 716 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 0 251 119 153 523 0 41 30 95 166 11 113 685 147 956 0 19 591 120 730 No-Build 2037 Volumes: 0 276 131 168 575 0 45 33 105 183 12 124 754 162 1052 0 21 650 132 803 Total New Trips: 02070270014014477400940410 041 Pass-by Trips: 0 48 0 9 57 0 0 10 -10 0 9 9 -9 -10 -1 0 58 -48 -9 1 Future 2027 Traffic Volumes: 0 319 126 162 607 0 41 54 85 180 67 129 716 137 1049 0 118 543 111 772 Future 2037 Traffic Volumes: 0 344 138 177 659 0 45 57 95 197 68 140 785 152 1145 0 120 602 123 845 P.M. Peak Hour Riverview Road Maner Road SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 0 249 40 60 349 0 105 181 71 357 8 92 730 423 1253 0 86 673 58 817 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 0 254 41 61 356 0 107 185 72 364 8 94 745 431 1278 0 88 686 59 833 No-Build 2037 Volumes: 0 279 45 67 391 0 118 204 79 401 9 103 820 474 1406 0 97 755 65 917 Total New Trips: 01860240012012436370860370 037 Pass-by Trips: 0 40 0 8 48 0 0 8 -8 0 8 8 -8 -8 0 0 48 -40 -8 0 Future 2027 Traffic Volumes: 0 312 47 69 428 0 107 205 64 376 59 108 774 423 1364 0 173 646 51 870 Future 2037 Traffic Volumes: 0 337 51 75 463 0 118 224 71 413 60 117 849 466 1492 0 182 715 57 954 Page 375 of 131325-142 5322 South Cobb Drive, Cobb County GA 30080 A&R Engineering Traffic Volumes November 2025 4.SR 280 @ I-285 NB Ramp A.M. Peak Hour I-285 Northbound Ramp I-285 Northbound Ramp SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 066918075000000 058080101381 0 0 405 492 897 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 068218276500000 059281701409 0 0 413 502 915 No-Build 2037 Volumes: 075019084100000 065189901550 0 0 454 552 1006 Total New Trips: 00000 00000 00690690067067 Pass-by Trips: 00000 00000 00000 00000 Future 2027 Traffic Volumes: 068218276500000 059288601478 0 0 480 502 982 Future 2037 Traffic Volumes: 075019084100000 065196801619 0 0 521 552 1073 P.M. Peak Hour I-285 Northbound Ramp I-285 Northbound Ramp SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 080724685500000 05681054 0 1622 0 0 551 443 994 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 082324787200000 05791075 0 1654 0 0 562 452 1014 No-Build 2037 Volumes: 090525295900000 06371183 0 1820 0 0 618 497 1115 Total New Trips: 00000 00000 00610610061061 Pass-by Trips: 00000 00000 00000 00000 Future 2027 Traffic Volumes: 082324787200000 05791136 0 1715 0 0 623 452 1075 Future 2037 Traffic Volumes: 090525295900000 06371244 0 1881 0 0 679 497 1176 Page 376 of 131325-142 5322 South Cobb Drive, Cobb County GA 30080 A&R Engineering Traffic Volumes November 2025 5.SR 280 @ Drwy 1 (RIRO) A.M. Peak Hour Site Driveway 1 (Right-In/Right-Out) - SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 00000 00000 009380938009290929 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 00000 00000 009570957009480948 No-Build 2037 Volumes: 00000 00000 001053 0 1053 0 0 1043 0 1043 Total New Trips: 000949400000 00069690067067 Pass-by Trips: 000868600000 00-86860 00000 Future 2027 Traffic Volumes: 00018018000000 008711551026 0 0 1015 0 1015 Future 2037 Traffic Volumes: 00018018000000 009671551122 0 0 1110 0 1110 P.M. Peak Hour Site Driveway 1 (Right-In/Right-Out) - SR 280 (South Cobb Drive) SR 280 (South Cobb Drive) Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 00000 00000 001253 0 1253 0 0 1001 0 1001 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 00000 00000 001278 0 1278 0 0 1021 0 1021 No-Build 2037 Volumes: 00000 00000 001406 0 1406 0 0 1123 0 1123 Total New Trips: 000858500000 00061610061061 Pass-by Trips: 000727200000 00-72720 00000 Future 2027 Traffic Volumes: 00015715700000 001206 133 1339 0 0 1082 0 1082 Future 2037 Traffic Volumes: 00015715700000 001334 133 1467 0 0 1184 0 1184 Page 377 of 131325-142 5322 South Cobb Drive, Cobb County GA 30080 A&R Engineering Traffic Volumes November 2025 6.Riverview Rd @ Drwy 2 (RIRO) A.M. Peak Hour Riverview Road Riverview Road Site Driveway 2 (Right-In/Right-Out) - Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 00514051400194019400000 00000 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 00524052400198019800000 00000 No-Build 2037 Volumes: 00576057600218021800000 00000 Total New Trips: 0027027000555500077 00000 Pass-by Trips: 005705700-298657000292900000 Future 2027 Traffic Volumes: 00608060800169141310000363600000 Future 2037 Traffic Volumes: 00660066000189141330000363600000 P.M. Peak Hour Riverview Road Riverview Road Site Driveway 2 (Right-In/Right-Out) - Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 00326032600714071400000 00000 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 00333033300728072800000 00000 No-Build 2037 Volumes: 00366036600801080100000 00000 Total New Trips: 0024024000494900066 00000 Pass-by Trips: 004804800-247248000242400000 Future 2027 Traffic Volumes: 00405040500704121825000303000000 Future 2037 Traffic Volumes: 00438043800777121898000303000000 Page 378 of 131325-142 5322 South Cobb Drive, Cobb County GA 30080 A&R Engineering Traffic Volumes November 2025 7. Riverview Rd @ Drwy 3 A.M. Peak Hour - Site Driveway 3 Maner Road Maner Road Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 00000 00000 00909 0014014 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 00000 00000 00909 0014014 No-Build 2037 Volumes: 00000 00000 00100100015015 Total New Trips: 00000 034003400000 0001414 Pass-by Trips: 00000 077007700000 0001919 Future 2027 Traffic Volumes: 00000 01110011100909 00143347 Future 2037 Traffic Volumes: 00000 011100111001001000153348 P.M. Peak Hour - Site Driveway 3 Maner Road Maner Road Northbound Southbound Eastbound Westbound Condition U L T R Tot U L T R Tot U L T R Tot U L T R Tot Existing 2025 Traffic Counts: 00000 00000 001401400606 Growth Factor (%): 1111 1111 1111 1111 No-Build 2027 Volumes: 00000 00000 001401400606 No-Build 2037 Volumes: 00000 00000 001501500707 Total New Trips: 00000 031003100000 0001212 Pass-by Trips: 00000 064006400000 0001616 Future 2027 Traffic Volumes: 00000 095009500140140062834 Future 2037 Traffic Volumes: 00000 095009500150150072835 Page 379 of 1313Z-27-2025 revision DEPARTMENT COMMENTS – Fire Department 01/14/26 The proposed zoning case must address the comments listed below by prescriptive code or equivalency, as approved by the Cobb County Fire Marshal’s Office FIRE DEPARTMENT ACCESS: All access roads shall meet the American Association of State and Highway Transportation Officials (AASHTO) design manual live load standard HS20 (75,000 lbs.) with an unobstructed width of not less than 20 feet, 35 foot inside radius, 50 foot outside turning radius and unobstructed vertical clearance of not less than 13 feet 6 inches. (Cobb County Development Standards 402.11) Maximum slope of the access road in reference to the apparatus is 10% Front to Back and 5% Side to Side. Maximum grade of roadways leading to Fire Access roads refer to the Cobb County Development Standard Section 400: 14% for Non-Residential. Maximum angle of departure is 8.5%. CERTIFICATE OF OCCUPANCY: Plans must be submitted to the Cobb County Fire Marshal’s Office to initiate the Certificate of Occupancy process. Approval will be based on Professional Engineer-stamped plans that signify overall plan conformance to all Georgia State and Cobb County Codes. Design Professional and Developer maintain the sole responsibility for the design and for correcting all errors, omissions, problems, and code violations (if any) exposed during construction AFTER authorization by Cobb County. Jeff Byrd (678)-229-7059 Jeffrey.Byrd@cobbcounty.gov Page 380 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  Z‐1‐2026   SITE BACKGROUND  Applicant       Francisco J. Garcia Sanchez  Phone       Contact Zoning Office  Email     Contact Zoning Office  Representative Contact   Francisco J. Garcia Sanchez  Phone       Contact Zoning Office  Email     Contact Zoning Office  Titleholder       Francisco J. Garcia  Property Location   Located at the western terminus of Elnora Drive, west of  Shallowford Road  Address     895 Elnora Drive  Access to Property     Elnora Drive  QUICK FACTS  Commission District    3 ‐ Birrell  Current Zoning     R‐20  Current Use of Property  Single‐family residence  Proposed Zoning   LI  Proposed Use     Tree service  Future Land Use     LDR  Site Acreage      1.44  District       16  Land Lot       133  Parcel #       16013300010  Taxes Paid       Yes    FINAL ZONING STAFF RECOMMENDATIONS  Click here to enter text.  Page 381 of 1313 Z-1 2026 Map NRC RA-6 OS LI S 84 H GC A L L 85 O W F O SBURG R ETTY TRL D G R T D R-15 O D GC D C T GC R D R-20 S A LI R-20 L G U O D R D ORA ELN 133 132 LI LRO PD D OVER ST PD DOVER CT GC PD PD This map is provided for display and 0 135 270 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 382 of 1313Page 383 of 1313Page 384 of 1313Page 385 of 1313Page 386 of 1313Page 387 of 1313Page 388 of 1313Page 389 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE Z-1-2026 SITE BACKGROUND Applicant Francisco J. Garcia Sanchez Phone Contact Zoning Office Email Contact Zoning Office Representative Contact Francisco J. Garcia Sanchez Phone Contact Zoning Office Email Contact Zoning Office Titleholder Francisco J. Garcia Property Location Located at the western terminus of Elnora Drive, west of Shallowford Road Address 895 Elnora Drive Access to Property Elnora Drive QUICK FACTS Commission District 3 - Birrell Current Zoning R-20 Current Use of Property Single-family residence Proposed Zoning LI Proposed Use Tree service Future Land Use LDR Site Acreage 1.44 District 16 Land Lot 133 Parcel # 16013300010 Taxes Paid Yes FINAL ZONING STAFF RECOMMENDATIONS (Zoning staff member: Peyton McClure, CNU-A) Based on the analysis of this case, Staff recommends DENIAL. Page 390 of 1313Z-1-2026 DEPARTMENT COMMENTS – Zoning Division Page 391 of 1313Z-1-2026 DEPARTMENT COMMENTS – Zoning Division Page 392 of 1313 Z-1-2026 DEPARTMENT COMMENTS – Zoning Division North Zoning: R-20/ Single-family Residential Future Land Use: LDR WEST EAST Zoning: R-20/ Zoning: LI/ Light Industrial Single-family Residential Future Land Future Land Use: CAC Use: LDR SOUTH Zoning: R-20/ Single-family Residential Future Land Use: LDR Page 393 of 1313Z-1-2026 DEPARTMENT COMMENTS – Zoning Division Current zoning district for the property The R-20 district is established to provide locations for single-family residential uses or residentially compatible institutional and recreational uses which are within or on the edge of properties delineated for any residential category as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. When residentially compatible institutional and recreational uses are developed within the R-20 district, they should be designed and built to ensure intensity and density compatibility with adjacent single- family detached dwellings and otherwise to implement the stated purpose and intent of this chapter. Requested zoning district for the property The LI district is established to provide locations for light industrial uses such as low intensity automobile repair and service, animal care facilities, commercial greenhouses, livestock, poultry, business distribution centers, warehousing and storage, and transportation terminals, which are on properties delineated within or on the perimeter of an industrial compatible and industrial category as defined and shown on the Cobb County Comprehensive Land Use Plan: A Policy Guide, adopted November 27, 1990. When located on the perimeter of an industrial node, the LI district should provide for uses that are low in intensity and scale such as to ensure compatibility with surrounding properties. Summary of the applicant’s proposal The applicant is requesting to rezone the site to the LI light industrial zoning district to operate a tree service and removal company. The applicant has stated that they will not be harvesting or breaking down tree materials at this location, and that the property’s primary use will be for parking of vehicles. The applicant has proposed that employees will park on the property at 6:30am to pick-up work vehicles and won’t return until the evening to store the vehicles, with the latest vehicles arriving at 7:00pm. The subject property’s road access is Elnora Drive, which primarily serves commercial, and industrial businesses. This has left 895 Elnora as one of three homes on an otherwise non- residential street. It should be noted that 895 Elnora Drive is surrounded by residential single- family homes to the north, west, and south. There are new structures on site that are lacking proper permits, which will have to be brought into compliance. The applicant proposes vehicles to be parked on the existing gravel drive, which is not permitted under existing code requirements. The code requires that all vehicles be parked on a hardened, treated surface, within designated parking spaces. The applicant proposes a maximum of 10 work vehicles to be parked overnight plus 8 employee vehicles to be parked on-site during the day. Page 394 of 1313 Z-1-2026 DEPARTMENT COMMENTS – Zoning Division Non-residential criteria Proposed # of buildings: 4 Proposed # of stories: 1 Total sq. footage of development: 4,116 Floor area ratio: 0.07 Square footage per acre: 2,858 Required parking spaces: 18 spaces minimum for 10 work vehicles and 8 employee vehicles. Proposed parking spaces: 0, none paved or striped Acres in floodplain or wetlands: 0 Impervious surface shown: 41.78% Are there any zoning variances? 1. Reduction of side setback from 20ft to 10ft for existing single-family dwelling; 2. Reduction of rear setback from 30ft to 4ft for westernmost accessory structure; 3. Reduction of required road frontage from 100ft to 39ft; 4. Waive the 50-foot landscape buffer from 50-feet to 0-feet on the north, south, and west property lines; and 5. Allow parking and maneuvering on a non-hardened surface. Are there any environmental conditions existing or proposed on the site? No. Page 395 of 1313Z-01-2026 DEPARTMENT COMMENTS – Fire Department 12/17/25 The proposed zoning case must address the comments listed below by prescriptive code or equivalency, as approved by the Cobb County Fire Marshal’s Office Approval will be based on Professional Engineer-stamped plans that signify overall plan conformance to all Georgia State and Cobb County Codes. Design Professional and Developer maintain the sole responsibility for the design and for correcting all errors, omissions, problems, and code violations (if any) exposed during construction AFTER authorization by Cobb County. IFC 510 - EMERGENCY RESPONDER RADIO COVERAGE: New buildings are required to provide radio coverage for emergency responders per the International Fire Code. Testing is required by a third party and when deemed necessary amplification systems are required before the building will be issued a certificate of occupancy. This serves as an early notification to owners and developers for budgeting purposes. FIRE DEPARTMENT ACCESS: Fire apparatus access roads must be clearly defined/shown and shall extend to within 150 feet of all portions of the facility or any portion of the exterior wall of the first floor (State Modifications IFC 503.1 2018 Edition and Cobb County Development Standards 402.11). A ten- foot separation, open to sky, is required in order to measure between structures. (CCDS 402.11) All access roads shall meet the American Association of State and Highway Transportation Officials (AASHTO) design manual live load standard HS20 (75,000 lbs.) with an unobstructed width of not less than 20 feet, 35 foot inside radius, 50 foot outside turning radius and unobstructed vertical clearance of not less than 13 feet 6 inches. (Cobb County Development Standards 402.11) Maximum slope of the access road in reference to the apparatus is 10% Front to Back and 5% Side to Side. Maximum grade of roadways leading to Fire Access roads refer to the Cobb County Development Standard Section 400: 14% for Non-Residential. Maximum angle of departure is 8.5%. Dead-end access roads more than 150 feet shall be provided with a turn-around (IFC Chapter-5, 120-3-3 Rules and Regulations, CCDS Section-401 & 402). Refer to APPENDIX-D for dimensional criteria for turn-arounds in commercial developments. Page 396 of 1313Z-01-2026 DEPARTMENT COMMENTS – Fire Department (continued) CERTIFICATE OF OCCUPANCY: Plans must be submitted to the Cobb County Fire Marshal’s Office to initiate the Certificate of Occupancy process. ACCESS GATES: Gates securing fire apparatus access shall meet the following requirements:  minimum 14 feet in clear width for a single lane and 20 feet for a double lane. The gates shall not reduce the operating width of the roadway.  Double lane gates shall be a minimum of 20 feet in clear width.  Gates shall be of the swinging or sliding type.  Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access during normal operations and in power failure.  Emergency opening devices require a permit and shall be approved by the Cobb County Fire Marshal’s Office. (Cobb County Development Standards 401.8.2) FIRE HYDRANT: The maximum distance of a hydrant to the most remote portion of a structure shall be 500 feet. Distance shall be measured around the structure and from the fire apparatus access road. A 500-foot radius around the hydrant is not an acceptable measurement for distance. Hydrants on the opposite side of a main ROW is not an acceptable measurement of distance. (Cobb County Development Standards 410.5.2) (Cobb County Development Standards 410.5.2) Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet for a 40-foot length centered on the fire hydrant, exclusive of shoulders (see Figure D103.1 in Appendix D). FIRE PROTECTION: Automatic sprinkler protection must be provided where mandated by the applicable codes. Auto parts buildings may be required to be protected with a fire sprinkler system. Final determination to be made at building plan review. Be prepared to provide water supply. Jeff Byrd (678) 229-7059 Jeffrey.Byrd@cobbcounty.gov Page 397 of 1313Z-1-2026 DEPARTMENT COMMENTS – Site Plan Review 12/26/2025 As determined by the Site Plan Review Section, the property owner may be required to obtain a Land Disturbance Permit to perform any site modifications, as required per stipulation approval (fencing, landscaping, curb/gutter & sidewalk installation, etc.) or otherwise. Contact Site Plan Review, 770- 528-2147. Page 398 of 1313Z-1-2026 DEPARTMENT COMMENTS – Cemetery Preservation No comment Page 399 of 1313Z-1-2026 DEPARTMENT COMMENTS – School System 2/3/2026 Approval of this petition will not have an impact on the enrollment of schools. Page 400 of 1313Z-1-2026 DEPARTMENT COMMENTS – Planning Division 12/26/2025 Comprehensive Plan Future Land Use Designation: Low Density Residential The subject tract is within the Low Density Residential (LDR) future land use category. The purpose of LDR is to provide for areas that are suitable for low density housing between one (1) and two and one-half (2.5) dwelling units per acre and non-supportive senior living housing that in certain circumstances may reach five (5) dwelling units per acre, depending on existing conditions such as product type and mix, structure/building height, tract size, topographic conditions, etc. in order to provide compatibility with adjacent residential uses. This category presents a range of densities. Future Land Use Sub-Category? N/A Consistent Inconsistent House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If yes, which City: N/A Was the city notified? N/A Specific Area Policy Guidelines: Yes No Policy: Masterplan/ Corridor Study: Yes No Name of Masterplan/Corridor Study: N/A Design guidelines area? Yes No If yes, design guidelines area? N/A Does the proposal plan comply with the design requirements? N/A Is the property within an Opportunity Zone? Yes No If yes, Opportunity Zone? N/A (The Opportunity Zone is an incentive that provides $3,500 tax credit per job in eligible areas if two or more jobs are being created. This incentive is for new or existing businesses) Is the property within an Enterprise Zone? Yes No If yes, Enterprise Zone? N/A (The Enterprise Zone is an incentive that provides tax abatements and other economic incentives for qualifying businesses locating or expanding within designated areas for new jobs and capital investment) Is the property eligible for the Façade Improvement Yes No Program? Page 401 of 1313Z-1-2026 DEPARTMENT COMMENTS – Planning Division (continued) (The Façade Improvement Program is an incentive for owners and tenants to enhance the appearance of buildings. The CDBG program provides the funding. Properties must be either on the current inventory of redevelopment sites or in a corridor study area and be in a census tract with at least 51% low and moderate income. The program serves to improve the economic viability of these areas.) Is the property eligible for incentives through the Yes No Commercial and Industrial Property Rehabilitation Program? (The Commercial and Industrial Property Rehabilitation Program Is an incentive that provides a reduction in ad valorem property taxes for qualifying redevelopment in eligible areas) Note: For more information on incentives, please call the Community Development Agency- Economic Development Division at 770-528-2018 or find information online at www.cobbcounty.org/econdev. Special District: Is this property within the Cumberland Special Yes No District #1 (hotel/motel fee)? Is this property within the Cumberland Special Yes No District #2 (ad valorem tax)? Dobbins Air Reserve Base Zones: Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Historic Preservation: After consulting various county historic resources surveys, historic maps, archaeology surveys and Civil War trench location maps, staff finds that no known significant historic resources appear to be affected by this application. Page 402 of 1313 Z‐1‐2026  DEPARTMENT COMMENTS – Water and Sewer        Water comments:   At development:            YES            NO      Fire flow test required:           YES            NO      Size/location of existing water main(s):   6” on Elnora Dr  Additional water comments:      Sewer comments:  In the drainage basin:          YES            NO      At development:           YES            NO*      Approx. distance to nearest sewer:  180’ west on Douglas Dr  Estimated waste generation (in G.P.D.):  Average daily = 400             Peak flow = 1000  Treatment plant:    Noonday WRF  Plant capacity:            Yes            NO      Projected plant availability:        0‐5 years    5‐10 years     over 10 years  Off‐site easement required:        YES*          NO      *If  off‐site  easements  are  required,  the  developer/owner  must  submit  easements  to  Line capacity study required:        YES            NO      CCWS for review and approval as to form and  stipulations  prior  to  the  execution  of  Letter of allocation issued:        YES            NO      easements  by  the  property  owners.  All  easement acquisitions are the responsibility of  Septic tank recommended by this department:   YES            NO      the developer/owner.  Subject to Health Department approval:      YES            NO      Additional sewer comments:    Property will be required to connect to sewer if the continued use  of the existing septic system is not permitted by the Health Department.    Note: These comments only reflect what facilities were in existence at the time of this review. Developer may be required to install/upgrade  water mains based on fire flow test results or Fire Department code. This will be addressed in the Plan Review process. The developer/owner  will be responsible for connecting to the existing county water and sewer systems, installing and/or upgrading all outfalls & water mains,  obtaining onsite and/or offsite easements, and dedication of onsite and/or offsite water and sewer to Cobb County as may be required.  Rezoning does not guarantee water/sewer availability or capacity unless so stated in writing by the Cobb County Water System.    Page 403 of 1313Z-1-2026 DEPARTMENT COMMENTS – CCDOT Roadway Speed limit Jurisdictional Min. R.O.W. Roadway classification (mph) control requirements Elnora Drive Local 25 Cobb County 50’ Average daily Level of Roadway Location trips service Elnora Drive NA NA NA Comments and observations Elnora Drive is classified as a local roadway and according to the available information the existing right-of-way does meet the minimum requirements for this classification. The Institute of Traffic Engineers (ITE) Trip Generation manual, 11th edition, does not have available data for this specific land use type. This development is currently in limited operation and additional trip generation associated with the rezoning is assumed to be minimal. In accordance with Cobb County Code 134-121 and based on site plan received October 8, 2025, this development does not require a traffic impact study submittal. Recommendations THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Should any driveway modifications or redevelopment of the property occur in the future, where redevelopment is defined as any action requiring a Land Disturbance Permit that also changes the existing business operations of the development in terms of use, intensity and/or anticipated traffic, Cobb DOT recommends the following: a. Recommend driveway on Elnora Drive be reconstructed to commercial standards and treated hardened surface for a minimum of 25’ from the edge of pavement or to the County right-of-way, whichever is greater in length. This recommendation is pursuant to Cobb County Development Standard 402.8, Non- Residential Driveways and Cobb County Development Standard Detail 116, Commercial Driveway Requirements. 2. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 404 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 CASE #: CODE-2025-02404 OPEN DATE: 5/2/2025 COMPLAINANT: PHONE #: DESCRIPTION: running a business out of home "Beaver Tree Service" 6 TO 7 commercial vehicles. PRIMARY ADDRESS: OWNER ADDRESS: 895 ELNORA DR NE GARCIA FRANCISCO J MARIETTA, GA 30066 895 ELNORA DR MARIETTA, GA 30066 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 05/08/2025 Case Details I issued a Notice of Violation for Customary Home Occupation and taped it to the front door with a written explanation of the violation. I was able to observe several heavy vehicles with Beaver Tree Service labeling on them. There were several vehicles which are most likely employee’s vehicles. The vehicles were not parked on a hardened surface; however, the home was built in 1952 and does not appear to have ever had a driveway installed. D Roberts 05/08/2025 Initial Investigation In /* PERMITTED USE/CUSTOMARY HOME Violation OCCUPATION|*134-197 (3)*|Observe all Customary Home Occupation (CHO) regulations. **No employees, clients, materials, equipment, etc. allowed at residence. Only 1 business vehicle weighing less than 12,500 lb. gross vehicle weight rating is allowed at residence.*/ 05/21/2025 Case Details I received an email from the property owner Francisco advising that he has completed the paperwork for rezoning. D Roberts 05/21/2025 ReInspection In Violation 30 Day 06/03/2025 Case Details I observed a Large Truck loaded with Tree logs and equipment retuning to the case address.. D. Harrell 06/03/2025 Case Details No Change on Property.. Large Trucks and Equipment parked and Large tree waste piles parked on property. ( Photos Uploaded). D. Harrell 06/03/2025 ReInspection In Violation 0 Day Report Date: 12/22/2025 10:02:24 AM Page: 1 Page 405 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 09/10/2025 ReInspection In /* USE LIMITATIONS/ OUTSIDE STORAGE|*134- Violation 197 (12) e*|Only firewood and lawn furnishings are allowed to be stored outside. Remove all other items.*/ /* LITTER|*102-92(a)(1)(2)*|Remove all trash and debris, including tree debris and yard waste, from property.*/ /* PERMITTED USE/COMMERCIAL USE|*134- 197(3)*|Property is not zoned for commercial use, for Tree Service Company operating on property .*/ /* SPECIAL LAND USE PERMIT REQUIRED/WASTE TRANSFER STATION|*134-37(a)(12)*| A special land use permit shall be required for the following types of uses of property regardless of the zoning classification of district for the realty: Waste Transfer Station.*/ 09/10/2025 Violation Details I issued a Notice of Violation for LITTER, OUTSIDE STORAGE, PERMITTED USE/ COMMERCIAL USE, AND SPECIAL LAND USE/ WASTE TRANSFER to the property. I Observed Trucks, Marked Commercial vehicles, Tree waste, Equipment, trash and debris outside of the property. I also observed large number of vehicles on the property. ( Photos Uploaded). Notice will be mailed to the case address. D. Harrell 09/22/2025 Phone Call On Sept 15, 2025, I received a Phone call from the Property owner ( Francisco Garcia) who informed me that he has not filed for the Land Use Permit for the property, due waiting for a appointment for a survey for the property, since receiving the Notice form Code Enforcement on May 8, 2025. I informed Mr. Francisco If No Land Use Permit for the property is not filed for the property by Sept 30, 2025. Citations will be issued. D. Harrell 09/22/2025 ReInspection In Violation 10/09/2025 Case Details Mr. Garcia filed for the Land Use Permit with County Zoning on Oct 8, 2025.. Pending Zoning Hearings for property on ( Z-1) Feb 3, 2026 and Feb 17, 2026.. Next Inspection ( Jan 29, 2026). D. Harrell 10/09/2025 ReInspection In Violation Report Date: 12/22/2025 10:02:24 AM Page: 2 Page 406 of 1313Page 407 of 1313Page 408 of 1313Page 409 of 1313Page 410 of 1313Page 411 of 1313Page 412 of 1313Page 413 of 1313Page 414 of 1313Page 415 of 1313Page 416 of 1313Page 417 of 1313Page 418 of 1313Page 419 of 1313Page 420 of 1313Page 421 of 1313Page 422 of 1313Z-1-2026 DEPARTMENT COMMENTS – Zoning Division STAFF ANALYSIS Per section 134-122 of the Official Code of Cobb County, below is a written zoning analysis relating to the following (question in bold; the answer is not bold): A. Whether the zoning proposal will permit a use that is suitable in view of the use and development of adjacent and nearby property; It is Staff’s opinion that the zoning proposal will not permit a use that is suitable in view of the use and development of adjacent and nearby property. Although Elnora Drive caters predominately to industrial and commercial interests, the shape of the subject property would place an industrial use directly in the backyards of multiple residential properties. B. Whether the zoning proposal will adversely affect the existing use or usability of adjacent or nearby property; It is Staff’s opinion that the zoning proposal could adversely affect the existing use or usability of adjacent or nearby property. There is little to no existing buffering along residential property lines. Allowing for potential overlap of commercial activity into residential districts. C. Whether the zoning proposal will result in a use which will or could cause an excessive burdensome use of existing streets, transportation facilities, utilities, or schools; It is Staff’s opinion that the zoning proposal will not result in a use which will or could cause an excessive burdensome use of existing streets, transportation facilities, utilities, or schools. Elnora Drive already caters to commercial and industrial uses, with access to Shallowford Road and Canton Road. D. Whether the zoning proposal is in conformity with the policies and intent of the comprehensive plan; It is Staff’s opinion that the zoning proposal is not in conformity with the policies and intent of the comprehensive plan. The property’s Future Land Use designation is Low Density Residential, which would not conform with the proposed light industrial zoning district. While most of Elnora Drive is a Community Activity Center (CAC), that designation encompasses existing commercially & industrially zoned properties along this roadway. Page 423 of 1313Z-1-2026 DEPARTMENT COMMENTS – Zoning Division E. Whether there are other existing or changing conditions affecting the use and development of the property which give supporting grounds for either approval or disapproval of the zoning proposal; It is Staff’s opinion that there are existing conditions that give support for disapproval of the proposed light industrial zoning district. The subject property is surrounded on three sides by single-family homes, which make this location a poor candidate for rezoning to an industrial usage. Approval would allow an industrial use to operate and maintain a vehicle fleet with few protections for surrounding residential properties. The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions of the Planning and Zoning Staff and are by no means the final decision. The Cobb County Board of Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public hearing. Page 424 of 1313Page 425 of 1313Page 426 of 1313Page 427 of 1313Page 428 of 1313Page 429 of 1313Page 430 of 1313Page 431 of 1313Page 432 of 1313Page 433 of 1313Page 434 of 1313Page 435 of 1313Page 436 of 1313Page 437 of 1313Page 438 of 1313Page 439 of 1313Page 440 of 1313Page 441 of 1313Page 442 of 1313Page 443 of 1313Z-1-2026 DEPARTMENT COMMENTS – Stormwater Management 12/26/2025 Site Data 1. Address: 895 Elnora Drive 2. District: 3 3. Existing Zoning: R-20 Existing Allowable Impervious Coverage: 35% 4. Proposed Zoning: LI Allowable Future Impervious Coverage: 70% 5. Future Land Use: LDR Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: No Stormwater Information 1. Drainage Basin: Noonday Creek Basin Topography Information 1. General site Description: The site is an existing residential home on a small hilltop which slopes away from the home in all directions. Total lot area is 1.44ac. Existing Impervious coverage is approximately 26.9% per GIS measurements. 2. Downstream Description: Stormwater discharges through an established residential neighborhood downstream. Project Design Comments and Recommendations The following comments and recommendations are typically required at the time of plan review and permitting. Proposed Project Onsite Design Requirements 1. At this time there are no present or future site improvement/modifications proposed. 2. Any Future improvements to the site will be considered a redevelopment project. Redevelopment projects that create, adds, or replaces 5,000 square feet or greater of new impervious surface area or that involves other land disturbing activity of one acre or more. Therefore, requiring an updated stormwater management facility that may require runoff reduction, water quality, and detention per the Georgia Stormwater Management Manual (GSMM). Page 444 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  Z‐2‐2026   SITE BACKGROUND  Applicant       Piedmont Residential, LLC  Phone       Contact Zoning Office  Email     Contact Zoning Office  Representative Contact   J. Kevin Moore  Phone       Contact Zoning Office  Email     Contact Zoning Office  Titleholder   Juett Investments, LLC; AIR Property, LLC; Joy Cain (a/k/a Joy L.  Cain); and Nathan A. Ball and Jessica E. Lawson  Property Location   Located on the east side of Bells Ferry Road and the north and  west sides of Dickson Road, south of Interstate 75   Address     1520 and 1546 Bells Ferry Road, 15 and 141 Dickson Road   Access to Property     Bells Ferry Road and Dickson Road  QUICK FACTS  Commission District    2 ‐ Allen  Current Zoning     R‐20  Current Use of Property  Single‐family residences  Proposed Zoning     RM‐8   Proposed Use     Single‐family community  Future Land Use     IC  Site Acreage      17.81  District       16  Land Lot       858, 859, 870, 871  Parcel #   16087100320, 16087100380, 16087000020, 16085900150,  16087000230  Taxes Paid       Yes    FINAL ZONING STAFF RECOMMENDATIONS  Click here to enter text.  Page 445 of 1313 Z-2 2026 Map 799 BE LL I 75 S F ER RY LN R-20 MANUEL DR 859 R-20 858 CORVETTE CT DR I 75 RAMP MANUEL R-20 BELLS FERRY RD TURNER RD R-20 R-20 DICKSON RD R-20 T C N O S K IC D 870 871 ADAIR DR Marietta R-20 HELENA DR PARIS LN 931 LI 930 LI This map is provided for display and 0 245 490 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 446 of 1313Page 447 of 1313Page 448 of 1313Page 449 of 1313Page 450 of 1313Page 451 of 1313Page 452 of 1313Page 453 of 1313Page 454 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE Z-2-2026 SITE BACKGROUND Applicant Piedmont Residential, LLC Phone Contact Zoning Office Email Contact Zoning Office Representative Contact J. Kevin Moore Phone Contact Zoning Office Email Contact Zoning Office Titleholder Juett Investments, LLC; AIR Property, LLC; Joy Cain (a/k/a Joy L. Cain); and Nathan A. Ball and Jessica E. Lawson Property Location Located on the east side of Bells Ferry Road and the north and west sides of Dickson Road, south of Interstate 75 Address 1520 and 1546 Bells Ferry Road, 15 and 141 Dickson Road Access to Property Bells Ferry Road and Dickson Road QUICK FACTS Commission District 2 - Allen Current Zoning R-20 Current Use of Property Single-family residences Proposed Zoning RM-8 Proposed Use Single-family community Future Land Use IC Site Acreage 17.81 District 16 Land Lot 858, 859, 870, 871 Parcel # 16087100320, 16087100380, 16087000020, 16085900150, 16087000230 Taxes Paid Yes FINAL ZONING STAFF RECOMMENDATIONS (Zoning staff member: Jessica Berman, MPA, CNU-A) Based on the analysis of this case, Staff recommends DELETION TO RA-5, subject to the following: Page 455 of 1313Z-2-2026 DEPARTMENT COMMENTS – Zoning Division 1. Final Site Plan to be approved by the District Commissioner; 2. Final building elevations to be approved by the District Commissioner; 3. Variances permitted, as shown on the Site Plan; 4. 20-foot landscape screening buffer along property lines abutting Bells Ferry Road and Dickson Road subject to approval by County Arborist; 5. Fire Department comments and recommendations; 6. Stormwater Management Division comments and recommendations; 7. Water and Sewer comments and recommendations; and 8. Department of Transportation comments and recommendations. Page 456 of 1313Z-2-2026 DEPARTMENT COMMENTS – Zoning Division Page 457 of 1313Z-2-2026 DEPARTMENT COMMENTS – Zoning Division Page 458 of 1313 Z-2-2026 DEPARTMENT COMMENTS – Zoning Division North Zoning: R-20 / Single-family residences IC Future Land Use: WEST EAST Zoning: R -20 / Zoning: R-20 / Single-family Vacant lot residences Future Land Future Land Use: IC Use: IC SOUTH Zoning: R-20 / Single-family residences Future Land Use: IC Page 459 of 1313 Z-2-2026 DEPARTMENT COMMENTS – Zoning Division Current zoning district for the property The R-20 district is established to provide locations for single-family residential uses or residentially compatible institutional and recreational uses which are within or on the edge of properties delineated for any residential category as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. When residentially compatible institutional and recreational uses are developed within the R-20 district, they should be designed and built to ensure intensity and density compatibility with adjacent single- family detached dwellings and otherwise to implement the stated purpose and intent of this chapter. Requested zoning district for the property The RM-8 district is established to provide locations for multifamily residential uses or residentially compatible institutional and recreational uses which are within properties delineated for medium and high density residential and regional activity center categories as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. When residentially compatible institutional and recreational uses are developed within the RM-8 district, they should be designed and built to ensure intensity and density compatibility with adjacent multifamily detached dwellings and otherwise to implement the stated purpose and intent of this chapter. Summary of the applicant’s proposal The applicant is requesting a rezoning to RM-8 residential multifamily district in order to develop a community of 68 detached homes on a 17.8-acre site. The proposal involves clearing and combining five (5) existing parcels into one (1) 17.8-acre single-family development with 68 lots. Of the total site area, 4.1 acres are in a flood plain. The overall density of the development within the non-flood plain area is 4.96 units per acre. The proposed homes will be a minimum of 1,600 square feet in size with a two (2)-car garage and of traditional architecture with cementitious siding and asphalt shingles. The proposal also includes the development of two (2) private roads. Residential criteria Allowable units as zoned: 7 Proposed # of units: 68 Net density: 4.96 Increase of units: 61 Acres of floodplain/wetlands: 4.1 Impervious surface shown: Maximum 45% Page 460 of 1313Z-2-2026 DEPARTMENT COMMENTS – Zoning Division Are there any zoning variances? Yes; 1. Reduce the required minimum lot size from required 7,000 square feet for RA-5 to 2,340 square feet; 2. Reduce the required rear setback on the individual lots from required 30 feet for interior lots to 20 feet; and 3. Reduce the required side setback on the individual lots from required five (5) feet for interior lots to two (2) feet. Page 461 of 1313Z-02-2026 DEPARTMENT COMMENTS – Fire Department 12/17/25 The proposed zoning case must address the comments listed below by prescriptive code or equivalency, as approved by the Cobb County Fire Marshal’s Office Approval will be based on Professional Engineer-stamped plans that signify overall plan conformance to all Georgia State and Cobb County Codes. Design Professional and Developer maintain the sole responsibility for the design and for correcting all errors, omissions, problems, and code violations (if any) exposed during construction AFTER authorization by Cobb County. FIRE DEPARTMENT ACCESS: Fire apparatus access roads shall extend to within 150 feet of all portions of the facility or any portion of the exterior wall of the first floor (State Modifications IFC 503.1 2018 Edition and Cobb County Development Standards 402.11). A ten-foot separation, open to sky, is required in order to measure between structures. (CCDS 402.11) All access roads shall meet the American Association of State and Highway Transportation Officials (AASHTO) design manual live load standard HS20 (75,000 lbs.) with an unobstructed width of not less than 20 feet, 35 foot inside radius, 50 foot outside turning radius and unobstructed vertical clearance of not less than 13 feet 6 inches. (Cobb County Development Standards 402.11) Maximum slope of the access road in reference to the apparatus is 10% Front to Back and 5% Side to Side. Maximum grade of roadways leading to Fire Access roads refer to the Cobb County Development Standard Section 400: 14% for Non-Residential. Maximum angle of departure is 8.5%. Dead-end access roads more than 150 feet shall be provided with a turn-around (IFC Chapter-5, 120-3-3 Rules and Regulations, CCDS Section-401 & 402). Refer to APPENDIX-D for dimensional criteria for turn-arounds in commercial developments. FIRE HYDRANT: The maximum distance of a hydrant to the most remote portion of a structure shall be 500 feet. Distance shall be measured around the structure and from the fire apparatus access road. A 500-foot radius around the hydrant is not an acceptable measurement for distance. Hydrants on the opposite side of a main ROW is not an acceptable measurement of distance. (Cobb County Development Standards 410.5.2) (Cobb County Development Standards 410.5.2) Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet for a 40-foot length centered on the fire hydrant, exclusive of shoulders (see Figure D103.1 in Appendix D). Page 462 of 1313Z-02-2026 DEPARTMENT COMMENTS – Fire Department (continued) GUEST PARKING: Occupant parking shall be installed as required by zoning and additional guest parking shall be required as follows:  Where driveways to two car garages exceed 50 feet in length, no additional guest parking is required.  Where driveways to two car garages are at least 22 feet long and 20 feet wide, additional parking shall be required at .5 spaces per dwelling unit.  Where driveways to two car garages are less than 22 feet long and 20 feet wide, additional parking shall be required at 1 space per dwelling unit.  Where only single car garages are provided, additional parking shall be required at 2 spaces per dwelling unit.  Guest parking spaces must be evenly distributed throughout the project. (Cobb County Development Standards 401.8.2) SITE PLAN REVIEW: Plans must be submitted to the Cobb County Fire Marshal’s Office’s Mobile Eyes portal for fire site plan approval. Jeff Byrd (678) 229-7059 Jeffrey.Byrd@cobbcounty.gov Page 463 of 1313Z-2-2026 DEPARTMENT COMMENTS – Cemetery Preservation There is no significant impact on the cemetery site listed in the Cobb County Cemetery Preservation Commission's Inventory Listing which is located in this, or adjacent land lot. Page 464 of 1313Z-2-2026 DEPARTMENT COMMENTS – School System 2/3/2026 Approval of this petition will not have an impact on the enrollment of schools. School Student Capacity School Enrollment Capacity Status Bells Ferry ES 712 690 22 under capacity Daniell MS 1175 772 403 under capacity Sprayberry HS 2062 1632 430 under capacity Page 465 of 1313 Z-2-2026 DEPARTMENT COMMENTS – Planning Division 12/26/2025 Comprehensive Plan Future Land Use Designation: Industrial Compatible The subject tract is within the Industrial Compatible (IC) future land use category. The purpose of the IC is to provide for areas that can support light industrial, office/warehouse and distribution uses. Typical land uses for these areas include professional business parks and distribution centers. Future Land Use Sub-Category? N/A Consistent Inconsistent House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If yes, which City: Marietta Was the city notified? Yes Specific Area Policy Guidelines: Yes No Policy: Masterplan/ Corridor Study: Yes No Name of Masterplan/Corridor Study: N/A Design guidelines area? Yes No If yes, design guidelines area? N/A Does the proposal plan comply with the design requirements? N/A Is the property within an Opportunity Zone? Yes No If yes, Opportunity Zone? N/A (The Opportunity Zone is an incentive that provides $3,500 tax credit per job in eligible areas if two or more jobs are being created. This incentive is for new or existing businesses) Is the property within an Enterprise Zone? Yes No If yes, Enterprise Zone? N/A (The Enterprise Zone is an incentive that provides tax abatements and other economic incentives for qualifying businesses locating or expanding within designated areas for new jobs and capital investment) Is the property eligible for the Façade Improvement Yes No Program? (The Façade Improvement Program is an incentive for owners and tenants to enhance the appearance of buildings. The CDBG program provides the funding. Properties must be either on the current inventory of redevelopment sites or in a corridor study area and be in a census tract with at least 51% low and moderate income. The program serves to improve the economic viability of these areas.) Page 466 of 1313 Z-2-2026 DEPARTMENT COMMENTS – Planning Division (continued) Is the property eligible for incentives through the Yes No Commercial and Industrial Property Rehabilitation Program? (The Commercial and Industrial Property Rehabilitation Program Is an incentive that provides a reduction in ad valorem property taxes for qualifying redevelopment in eligible areas) Note: For more information on incentives, please call the Community Development Agency- Economic Development Division at 770-528-2018 or find information online at www.cobbcounty.org/econdev. Special District: Is this property within the Cumberland Special Yes No District #1 (hotel/motel fee)? Is this property within the Cumberland Special Yes No District #2 (ad valorem tax)? Dobbins Air Reserve Base Zones: Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Historic Preservation: After consulting various county historic resources surveys, historic maps, archaeology surveys and Civil War trench location maps, staff finds that no known significant historic resources appear to be affected by this application. Page 467 of 1313 Z‐2‐2026  DEPARTMENT COMMENTS – Water and Sewer        Water comments:   At development:            YES            NO      Fire flow test required:           YES            NO      Size/location of existing water main(s):   6” on Dickson Rd and Bells Ferry Rd  Additional water comments:      Sewer comments:  In the drainage basin:          YES            NO      At development:           YES            NO*      Approx. distance to nearest sewer:  On‐site  Estimated waste generation (in G.P.D.):  Average daily = 16,170             Peak flow = 40,425  Treatment plant:    Noonday WRF  Plant capacity:            Yes            NO      Projected plant availability:        0‐5 years    5‐10 years     over 10 years  Off‐site easement required:        YES*          NO      *If  off‐site  easements  are  required,  the  developer/owner  must  submit  easements  to  Line capacity study required:        YES            NO      CCWS for review and approval as to form and  stipulations  prior  to  the  execution  of  Letter of allocation issued:        YES            NO      easements  by  the  property  owners.  All  easement acquisitions are the responsibility of  Septic tank recommended by this department:   YES            NO      the developer/owner.  Subject to Health Department approval:      YES            NO      Additional sewer comments:    There is an existing public sewer system running through this  development that must be relocated to avoid conflicting with the proposed buildings.    Note: These comments only reflect what facilities were in existence at the time of this review. Developer may be required to install/upgrade  water mains based on fire flow test results or Fire Department code. This will be addressed in the Plan Review process. The developer/owner  will be responsible for connecting to the existing county water and sewer systems, installing and/or upgrading all outfalls & water mains,  obtaining onsite and/or offsite easements, and dedication of onsite and/or offsite water and sewer to Cobb County as may be required.  Rezoning does not guarantee water/sewer availability or capacity unless so stated in writing by the Cobb County Water System.    Page 468 of 1313Z-2-2026 DEPARTMENT COMMENTS – CCDOT Roadway Roadway Speed limit Jurisdictional Min. R.O.W. classification (mph) control requirements Bells Ferry Road Arterial 45 Cobb County 100’ Dickson Road Local 30 Cobb County 50’ Average daily Level of Roadway Location trips (vpd) service Bells Ferry Road South of Mark Avenue 11,900 D Dickson Road NA NA NA vpd = vehicles per day, NA = Not Applicable Based on 2024 AADT counting data taken by GDOT, as published on their website, for Bells Ferry Road. Planning Level of Service based on available Average Daily Trips using GRTA guideline thresholds. Classification thresholds for LOS A and LOS B are not available for arterial and major collector roads from this data source. LOS C or D is acceptable based on GDOT Design Policy Manual criteria. ITE AM PM Expected Daily Land Description In Out Total In Out Total Size (DU) (vpd) Use (vph) (vph) (vph) (vph) (vph) (vph) Single Family 68 12 36 48 40 24 64 641 210 Attached Homes vph = vehicles per hour, DU = dwelling unit Development gross trip generation based on available development size and rates from the Institute of Transportation Engineers (ITE) Trip Generation, 11th edition. Comments and observations Bells Ferry Road is classified as an arterial roadway and according to the available information the existing right-of-way does not meet the minimum requirements for this classification. Dickson Road is classified as a local roadway and according to the available information the existing right-of-way does not meet the minimum requirements for this classification. A traffic Submittal 1 (dated October 7, 2025) was received for this proposed development. Cobb DOT provided comments on October 31, 2025. In accordance with Cobb County Code 134-121 and based on the revised site plan received November 25, 2025, this development does not require any additional traffic study submittal. Page 469 of 1313Z-2-2026 DEPARTMENT COMMENTS – CCDOT (continued) Recommendations THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend applicant, WITHIN 12 MONTHS OF ZONING APPROVAL, donate right-of-way on the east side of Bells Ferry Road, a minimum of 50’ from the roadway centerline, in accordance with Cobb County Development Standard 401.2, Right-of-Way. 2. Recommend applicant, WITHIN 12 MONTHS OF ZONING APPROVAL, donate right-of-way on the north side of Dickson Road, a minimum of 25’ from the roadway centerline, in accordance with Cobb County Development Standard 401.2, Right-of-Way. 3. Recommend retaining and/or replacing any disturbed curb, gutter, and sidewalk along the Bells Ferry frontage to meet Cobb DOT standards. This recommendation is pursuant to Cobb County Development Standard 401.15, Curbs and Gutters (including subsections), Cobb County Development Standard 404 Sidewalks and Pathways, Cobb County Development Standard 405 Accessibility Requirements, and Cobb County Development Standard Detail 106, Concrete Curbs, Medians. 4. Recommend curb, gutter, and sidewalk along the entire frontage Dickson Road to meet Cobb DOT standards. This recommendation is pursuant to Cobb County Development Standard 401.15, Curbs and Gutters (including subsections), Cobb County Development Standard 404 Sidewalks and Pathways, Cobb County Development Standard Detail 106, Concrete Curbs, Medians. 5. To restrict the Belly Berry access driveway to a right-out driveway as shown on the site plan dated November 20, 2025, Cobb DOT will require that the development construct a short center median or raised island on Bells Ferry Road to restrict the development left turn movements. Cobb DOT recommends the location and design be determined during plan review, subject to Cobb DOT approval. 6. Recommend all crosswalks be installed parallel to the adjacent roadway. 7. Recommend applicant verify that minimum intersection sight distance is available for the proposed development access points and if it is not, implement remedial measures, subject to the Department’s approval, to achieve the minimum requirement. This recommendation is pursuant to Cobb County Development Standard Detail 401B, Intersection Sight Distance. Page 470 of 1313Z-2-2026 DEPARTMENT COMMENTS – CCDOT (continued) 8. All signage and landscaping should be installed off county right-of-way and where it will not impede the line of sight for the driveways or roadways. 9. Recommend mail kiosk for proposed development be located off the right-of-way and either on the inward traffic flow or adjacent to off-street guest parking. This recommendation is to address safety because of the potential of illegal parking movements crossing opposing traffic. The site plan (dated November 20, 2025) appears to comply with this recommendation. 10. Recommend a minimum of 50 feet straight-line distance (from end of curb return to start of adjacent curb return) between any residential driveways and adjacent curves, on- street parking or driveways. This recommendation is pursuant to Cobb County Development Standard 402.7.1, Residential Driveways and Cobb County Development Standard Detail 116R, Residential Driveway Standard. However, because of the tight home spacing, Cobb DOT notes that this standard cannot be met for adjacent internal driveways with the proposed site plan (dated November 20, 2025). The failure to meet this standard for internal driveway spacing is noted because it will preclude the interior roadways from being accepted by the County as public streets at a future date. 11. Recommend private streets, lighting, and utilities be constructed to the Cobb County Standard Specifications for public streets. Private streets that do not meet Cobb DOT specifications for public streets cannot be considered for potential future transfer to Cobb County. This recommendation is pursuant to Cobb County Development Standard 401, Streets and Access (including subsections) and Cobb County Development Standard Details, including the following: Detail 110A, Typical Section Residential Street; Detail 100B, Residential Street Grading; Detail 104a, Typical Residential Cul-de-sac; Detail 104b, Typical Offset Cul-de-sac; and Detail 113, Sidewalks. Items such as the on-street perpendicular parking and close driveway spacing will still require these roadways to remain private in future considerations. 12. Recommend closing and removing driveway aprons along the Bells Ferry Road and Dickson Road frontages that the development renders unnecessary. 13. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 471 of 1313Z-2-2026 DEPARTMENT COMMENTS – Zoning Division STAFF ANALYSIS Per section 134-122 of the Official Code of Cobb County, below is a written zoning analysis relating to the following (question in bold; the answer is not bold): A. Whether the zoning proposal will permit a use that is suitable in view of the use and development of adjacent and nearby property; It is Staff’s opinion that deleting the applicant’s rezoning proposal to RA-5 would permit a use that is suitable in view of the use and development of adjacent and nearby property. Development in the immediate surrounding area is almost exclusively single- family residences. Staff believes that including a 20-foot landscape screening buffer along Bells Ferry Road and Dickinson Road could mitigate any effects of nonresidential uses. B. Whether the zoning proposal will adversely affect the existing use or usability of adjacent or nearby property; It is Staff’s opinion that deleting the applicant’s rezoning proposal to RA-5 would not adversely affect the existing use or usability of adjacent or nearby property. An RA-5 subdivision on this site with minimum lot sizes of 7,000 square feet as required by code would yield a density of 1.65 units per acre. By way of comparison, Bells Ferry subdivision immediately north has an existing density of 2.37 units per acre and Trojan Valley subdivision immediately south has an existing density of 1.58 units per acre. C. Whether the zoning proposal will result in a use which will or could cause an excessive burdensome use of existing streets, transportation facilities, utilities, or schools; It is Staff’s opinion that deleting the applicant’s rezoning proposal to RA-5 will not result in a use which will or could cause an excessive burdensome use of existing streets, transportation facilities, utilities, or schools. This opinion is supported by the departmental comments contained in this analysis. D. Whether the zoning proposal is in conformity with the policies and intent of the comprehensive plan; It is Staff’s opinion that while deleting the applicant’s rezoning proposal to RA-5 would not be in conformity with the Cobb County Comprehensive Plan, an RA-5 single-family subdivision would not be incompatible with the surrounding development. The property is delineated within the Industrial Compatible (IC) future land use category. Although the purpose of the IC category is to provide for areas that can support light industrial, office/warehouse and distribution uses, IC areas may also serve as a transitional category between more intensive uses and less intensive uses. Among other IC areas with residential uses in the County, the Small Area Policy Guidelines recommend additional and enhanced buffering and screening requirements on redevelopment to protect the existing and future residential land users as well as the viability of other users. Staff believes that including a 20-foot landscape screening Page 472 of 1313Z-2-2026 DEPARTMENT COMMENTS – Zoning Division buffer along Bells Ferry Road and Dickinson Road would be in conformity with this recommendation. E. Whether there are other existing or changing conditions affecting the use and development of the property which give supporting grounds for either approval or disapproval of the zoning proposal; It is Staff’s opinion that there are existing and changing conditions affecting the use and development of the property which give supporting grounds for deleting the applicant’s rezoning proposal to RA-5. The proposed development does not encroach upon the 4.1 acres of wetlands and floodplain on the site. Staff believes that the proposed residential development is anticipated to result in fewer adverse impacts to these environmentally sensitive areas when compared to potential commercial or industrial uses. Accordingly, the proposal supports the Comprehensive Plan’s strategic goals for Land Use and Natural & Historic Resources by promoting environmentally responsible development and the protection of sensitive natural resources.. The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions of the Planning and Zoning Staff and are by no means the final decision. The Cobb County Board of Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public hearing. Page 473 of 1313Page 474 of 1313Page 475 of 1313Page 476 of 1313Page 477 of 1313Page 478 of 1313Page 479 of 1313Page 480 of 1313Page 481 of 1313Page 482 of 1313Page 483 of 1313Page 484 of 1313Page 485 of 1313 0 30' 60' SCALE: 1"=60' ZONING: R-20 ZONING: R-20 ZONING: R-20 APPROX. STREAM BUFFER ZONING: R-20 ZONING: R-20 BELLS FERRY ROAD PROJECT ADDRESS 49 48 COBB COUNTY 24 HOUR 47 EMERGENCY CONTACT EXIT ONLY NAME ZONING: R-20 PHONE (RIGHT OUT) 46 45 FLOOD PLAIN (ZONE AE) 44 40 41 50 39 UNITS TO FRONT DICKSON RD 42 38 43 51 37 PROP. 5' CONC. WALK (ALONG DICKSON36 RD) 35 34 PROP. PRIVATE52 RD 33 53 32 54 31 55 30 56 29 57 APPROX. STREAM BUFFER STORMWATER 28 OPEN SPACE 27 POND UNITS TO FRONT DICKSON RD MAIL KIOSK 26 25 24 23 58 59 22 60 21 61 ZONING PLAN PIEDMONT RESIDENTIAL 20 62 FLOOD WAY 19 63 64 18 65 17 66 16 67 15 PROP. PRIVATE RD 68 14 DICKSON ROAD 13 12 11 UNITS TO FRONT DICKSON RD BELLS FERRY ASSEMBLAGE PROP. PRIVATE RD 10 9 8 LAND LOTS 858, 859, 870, 874 - 16th DIST. - 2nd SECTION - COBB COUNTY GA 7 FLOOD PLAIN PROP. 5' CONC. WALK (ALONG DICKSON RD) 6 (ZONE A) 5 4 3 2 1 DICKSON ROAD SITE AREA                        TOTAL PROPERTY AREA: 17.81± AC FLOOD PLAIN AREA: 4.1+/- AC PLAN REVISIONS & RECORDS ZONING CLASSIFICATION JURISDICTION COBB COUNTY EXISTING ZONING R-20 PROPOSED ZONING RM-8 DEVELOPMENT REQUIREMENTS DATE PROP. DENSITY 68 UNITS (4.95 UNITS/AC) REV TYP. LOT SIZE 26'W X 90'D (2,340 SF) (SFD) MAX. DENSITY 12 UNITS/AC PERIMETER BUILDING SETBACK 20' FRONT SETBACK 20' SIDE SETBACK 2' (4' BUILDING SEPARATION) REAR SETBACK 20' LANDSCAPE BUFFER 25' MAX. BUILDING HEIGHT 35' MAX. IMPERVIOUS AREA 45% GUEST PARKING REQUIRED 0.5 SPACES/UNIT (34 SPACES) GUEST PARKING PROVIDED 34 SPACES NOTES                       DATE. 01-18-2026 1. REZONING REQUIRED FOR THIS SITE. 2. INTERNAL STREETS TO BE PRIVATE ROADS. PROJECT NO. 25005306 SHEET NO. 1 OF 1 Page 486 of 1313Z-2-2026 DEPARTMENT COMMENTS – Stormwater Management 12/26/2025 Site Data 1. Address: 1520 & 1546 Bells Ferry Rd, 15 & 141 Dickson Rd 2. District: 2 3. Existing Zoning: R-20 Existing Allowable Impervious Coverage: 35% 4. Proposed Zoning: RM-8 Allowable Future Impervious Coverage: 45% 5. Future Land Use: IC Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: Yes, Zones: AE & A Stormwater Information 1. Drainage Basin: Noonday Creek Basin 2. State Stream Buffers: Yes 3. County Stream Buffer Ordinance: Yes 4. Impaired Stream: Yes 5. Wetlands: Possibly, Not Verified Location: Bed & Bank of Stream Topography Information 1. General site Description: The site is rolling, minimally developed property which slopes to the north toward significant areas of floodplain and stream buffers onsite. Project Design Comments and Recommendations The following comments and recommendations are typically required at the time of plan review and permitting. Proposed Project Onsite Design Requirements 1. At the time of plan review provide a comprehensive Hydrology Study and Design for the Stormwater Management Design will be required. The design and study shall be in accordance with the Georgia Stormwater Management Manual and the current Cobb County Codes. The design and study shall include but not limited to stormwater detention, runoff reduction and/or water quality, channel protection, and downstream flood prevention. 2. At the time of plan review calculate and provide the percentage of impervious coverage for the project site on the plans. 3. Impervious calculations for residential subdivision design shall be based the maximum allowable percentage per lot based on the zoning category plus all additional Page 487 of 1313 Z-2-2026 DEPARTMENT COMMENTS – Stormwater Management (continued) impervious areas including but not limited to roads, sidewalks, and amenity areas. 4. Recommend a pre-design concept meeting with Cobb County Stormwater Management Division. At the time of the Concept Meeting a proposed concept stormwater management plan shall be presented. 5. The proposed onsite storm drain system and stormwater management facility is considered private. All annual inspections, maintenance and repairs are the responsibility of the property owner. A stormwater facility “Maintenance Agreement and Access Easement” will be required at the time of the land disturbance permit with the Cobb County Stormwater Management Division. 6. The Owner/Developer is responsible for obtaining any required stream piping and wetland disturbance permits from the U.S. Army Corps of Engineers including any required mitigation. Copies of the Corps of Engineers approvals, permits, and proof of mitigation are to be furnished at the time of the Land Disturbance Permit and scanned onto the plan sheets of the project drawings. 7. The Owner/Developer is responsible for obtaining any required stream piping and buffer variances from the Georgia EPD including any mitigation. Copies of the State’s approvals, permits, and proof of mitigation are to be furnished at the time of the Land Disturbance Permit and scanned onto the plan sheets of the project drawings. 8. Any spring activity discovered must be addressed by a qualified registered geotechnical professional engineer (PE) at the expense of the owner/developer. 9. Structural fill must be placed under the direction of a qualified registered geotechnical engineer (PE) at the expense of the owner/developer. Special Conditions 1. Lot 58 property line(s) should be modified slightly to avoid protruding into the impervious area buffer. 2. No portion of the RM-8 lots may be within the floodplain. 3. The proposed detention pond location is shown at a localized high-point on site. The “Stormwater Pond” bottom elevation must be above the Base Flood Elevation and fill associated it’s construction must not extend into the floodplain. Page 488 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  Z‐4‐2026   SITE BACKGROUND  Applicant       Field Time Athletics, LLC  Phone       Contact Zoning Office  Email     Contact Zoning Office  Representative Contact   Adam J. Rozen  Phone       Contact Zoning Office  Email     Contact Zoning Office  Titleholder       Sanctuary Park West Real Estate, LLC  Property Location   Located approximately 330 feet east of Ernest Barrett Parkway  (landlocked), behind Pike Nursery and to the north of Home  Depot  Address     3381 and 3391 Ernest Barrett Parkway  Access to Property     Easement off of Ernest Barrett Parkway or Home Depot property  QUICK FACTS  Commission District    1 ‐ Gambrill  Current Zoning     LRO, O&I  Current Use of Property  Vacant  Proposed Zoning   CRC  Proposed Use     Commercial Indoor Recreation  Future Land Use     NAC  Site Acreage      5.82  District       20  Land Lot       329  Parcel #       20032901380, 20032901370, 20032900080, 20033901150  Taxes Paid       Yes    FINAL ZONING STAFF RECOMMENDATIONS  Click here to enter text.  Page 489 of 1313 Z-4 2026 Map URN IRON BRIGADE DR LEB E RDG C RSL R-20 E R N E S T B R-20 A R R-20 R R D E T T S T E P R ON K ERS O R-15 AND W F ES T E ROCK GARDEN TER TA Y J ES T TTL O C BA H T NS R TON A CT R-15 WINFIELD V E L E BA TER RRE R NOSES PRE TT S D SER W CREEK R VE A RSL CT Y R-20 NRC 329 328 O&I NRC NRC LRO R-15 MARTIN RIDGE DR CRC CRC O&I CRC GC R-20 DALLAS HWY Y A GC W 28 GC A 29 27 IC GC R A L GC PSC IL O&I R-20 V This map is provided for display and 0 260 520 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 490 of 1313Page 491 of 1313Page 492 of 1313Page 493 of 1313Page 494 of 1313Page 495 of 1313Page 496 of 1313 SSMH TOP=976.10 IE IN=967.32 IE OUT=967.20 8"PVC 6"PVC 75 SIDEWALK 72 FH 976.9 TV TRANS. BOX WM WM PP SECTION DRIVEWAY 2ND 78 74 73 52 HOUSE HOUSE BATTLE FOREST SUBDIVISION BATTLE FOREST SUBDIVISION PLAT BOOK 127, PAGE 54 DRIVEWAY PLAT BOOK 127, PAGE 54 SSMH (B) TOP=959.85 8"PVC SSMH 79 IE IN=951.94(A) TOP=951.93 8"PVC IE IN=951.90(B) IE IN=945.15 IE OUT=951.74 N 02°24'33" E (A) IE OUT=944.96 IPF(1"OT) WOOD FENCE 8"PVC 8"PVC S 89°17'34" E 117.92' IPF(1"OT) 8"PVC 13.15' S 89°21'19" E 174.86' IPF(1/4"RB) S 89°14'57" E 264.89' IPF(1/4"RB) DISTRICT ~ N 62°49'31" E S 89°18'11" E 296.35' IPF(ALUM.CAP) S 89°18'07" E 169.95' FOR 21.25' 6"PVC WOOD FENCE TBM: TOP OF IPF IPF(1/2"RB) C/L CREEK N/F IPF(3/8"RB) 20TH ELEV = 990.83 COUNTY, GEORGIA SANCTUARY PARK WEST IE=950.12 991.0 GRAVEL DRIVE REAL ESTATE, LLC DB 14642, PG 1804 ~ WOOD APPROXIMATE LOCATION 40' BUFFER FENCE S 62°47'28" W 86.82' INGRESS/EGRESS EASEMENT 40' BUFFER PORCH 43.11' IPF(1/2"RB) DB 8042, PG 67 65' TO BACK OF CURB S 16°13'01" W COBB N 00°25'01" E 54.30' 984.6 APPROXIMATE LOCATION 329 N 33°08'59" W 55.10' 992.0 INGRESS/EGRESS EASEMENT IE=950.15 GRAVEL DRIVE IPF(ALUM.CAP) S 77°57'32" W 85.57' ZONE "X" DB 8042, PG 67 ZONE "AE" FIELD TIME ATHLETICS 10' BUFFER SITE PLAN EXHIBIT 993.4 HOUSE 113' TO PROPOSED BUILDING C/L CREEK STORMWATER PP MANAGEMENT PP 8 7 IPF(1/2"RB) 8 PP 8 S 89°19'24" E 102.58' PP N 89°17'27" W 287.19' N/F IPF(ALUM.CAP) N 33°11'48" W IPF(ALUM.CAP) LAND LOT 56.76' DB 12662, PG 177 10 10 N 51°58'49" E 60.16' S 42°54'18" W 142.61' IPF(ALUM.CAP) HD DEVELOPMENT OF MARYLAND, INC. ZONED "LRO"ws TOTAL AREA = AREA INSIDE FLOOD (APPROXIMATE): ZONING DISTRICT LINE 5.82 AC FIELD TIME ATHLETICS 1.23 AC IPF(ALUM.CAP) ZONED "CRC"ws BUILDING PP 50,000 SF (200' X 250') HEIGHT=25' FIRE ACCESS N/F SANCTUARY PARK WEST REAL ESTATE, LLC DB 14642, PG 1771 10 PORCH CARPORT N/F ZONE "AE" 954.2 HD DEVELOPMENT OF MARYLAND, INC. ZONE "X" DB 12662, PG 177 955.2 ZONE "X" BRICK ELEV. 959' - LIMITS HOUSE N 00°26'28" E 315.48' APPROX. LIMITS OF 100 YEAR FLOOD (SEE FLOOD NOTE) 10 OTHER FLOOD AREAS S 00°26'28" W 199.50' 8 AS SCALED FROM 983.6 FIRM MAP ELEV. 959 - LIMITS 955.0 N/F PP CLF OF 100 YEAR FLOOD (SEE FLOOD NOTE) DB 14338, PG 2856 TBM: TOP OF IPF 10 ELEV = 982.31 15' BUFFER 975.7 IPF(ALUM.CAP) 12/29/2025 SPIRIT MASTER FUNDING, LLC 966.0 S 44°28'38" W 965.0 GARAGE 52.67' N 89°31'18" W 180.02' IPF(1/2"RB) 983.0 15' BUFFER 964.9 FIRE ACCESS ZONE "AE" IPF(1.5"OT) S 89°24'19" E 79.50' CLF ZONE "X" 1 12/29/2025 JJT Re-zoning submittal IPF(1/2"RB) N 89°19'16" W 320.47' SITE DATA: 36"CMP IPF(ALUM.CAP) 975.1 964.8 10' BUFFER SITE AREA = 5.82 ACRES 36"RCP IMPERVIOUS AREA = 2.25 ACRES (38.66%) IE=972.99 IE=970.61 ELEV. 959 - LIMITS PARKING PROVIDED = 89 SPACES (INCLUDING 4 HC SPACES) 970.4 N/F 36"CMP OF 100 YEAR FLOOD HD DEVELOPMENT OF MARYLAND, INC. (SEE FLOOD NOTE) DB 12662, PG 177 965.8 IE=969.97 ELEV. 959 - LIMITS 960.5 960.7 ZONE "X" 975.7 OF 100 YEAR FLOOD OCS ZONE "X" ZONE "AE" (SEE FLOOD NOTE) 12"CMP CLF ZONE "AE" 952.7 953.6 N/F IE=955.09 954.8 954.0 IE=954.16 SANCTUARY PARK WEST 961.1 967.0 REAL ESTATE, LLC IE=954.29 IE=954.35 DB 14642, PG 1771 24"CMP RIP/RAP 12"CMP PERFORATED 962.7 963.0 970.6 970.5 970.0 (BW) (BW) (BW) S 00°24'21" W 137.51' STANDPIPE TOP=960.61 18"CMP W/ TRASHRACK TOP=961.11 973.7 971.8 976.4 976.6 IE OUT=955.66 36"CMP 977.1 WALL (TW) (TW) (TW) (TW) (TW) N 00°25'41" E 136.43' 79.57' 961.1 N 88°37'30" W IPF(1/2"RB) CLF IPF(1/2"RB) CURB 978.5 980.9 GRID NORTH - WEST ZONE ASPHALT PARKING 981.3 N/F HD DEVELOPMENT OF MARYLAND, INC. DB 12662, PG 177 SCALE: 1" = 40' APPROXIMATE LOCATION DESIGNED BY: JJT ACCESS EASEMENT DB 14642, PG 1776 DRAWN BY: JJT CHECKED BY: DRC INITIAL ISSUE DATE: 12/29/2025 NOTE: JOB NUMBER: 251112 THE TOPOGRAPHIC AND ELEVATION DATA SHOWN HEREON WAS OBTAINED FROM LANDTEC AND IS NOT CERTIFIED AS CORRECT BY THIS SHEET NUMBER: ENGINEER. USERS OF THIS DATA DO SO AT THEIR OWN RISK. 1 Page 497 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE Z-4-2026 SITE BACKGROUND Applicant Field Time Athletics, LLC Phone Contact Zoning Office Email Contact Zoning Office Representative Contact Adam J. Rozen Phone Contact Zoning Office Email Contact Zoning Office Titleholder Sanctuary Park West Real Estate, LLC Property Location Located approximately 330 feet east of Ernest Barrett Parkway (landlocked), behind Pike Nursery and to the north of Home Depot Address 3381 and 3391 Ernest Barrett Parkway Access to Property Easement off of Ernest Barrett Parkway or Home Depot property QUICK FACTS Commission District 1 - Gambrill Current Zoning LRO, O&I Current Use of Property Vacant Proposed Zoning CRC Proposed Use Commercial Indoor Recreation Future Land Use NAC Site Acreage 5.82 District 20 Land Lot 329 Parcel # 20032901380, 20032901370, 20032900080, 20033901150 Taxes Paid Yes FINAL ZONING STAFF RECOMMENDATIONS (Zoning staff member: Cameron Jones, CNU-A) Based on the analysis of this case, Staff recommends DELETION to NRC subject to the following: Page 498 of 1313 Z-4-2026 DEPARTMENT COMMENTS – Zoning Division 1. Maximum building size is 30,000 square feet; 2. Building to include sound insulation to reduce exterior noise levels; 3. Site plan received by the Zoning Division on December 29, 2025, with the District Commissioner approving final site plan; 4. Fire Department comments and recommendations; 5. Stormwater Management comments and recommendations; 6. Water and Sewer comments and recommendations; 7. Department of Transportation comments and recommendations; 8. Commercial Indoor Recreation facility permitted; 9. District Commissioner to approve the final Landscape plan and building elevations; and 10. No direct access to Barrett Parkway. Page 499 of 1313Z-4-2026 DEPARTMENT COMMENTS – Zoning Division Page 500 of 1313Z-4-2026 DEPARTMENT COMMENTS – Zoning Division Page 501 of 1313 Z-4-2026 DEPARTMENT COMMENTS – Zoning Division North Zoning: R-15 / Single-Family Homes LDR Future Land Use: WEST EAST Zoning: NRC, Zoning: R-15, CRC / Daycare, R-20 / Single- Bank Family Homes Future Land Future Land Use: NAC, CAC Use: LDR SOUTH Zoning: LRO / Vacant Lot Future Land Use: NAC, CAC Page 502 of 1313 Z-4-2026 DEPARTMENT COMMENTS – Zoning Division Current zoning district for the property The LRO district is established to provide locations for low scale professional offices and other nonretail commercial uses such as offices and nursery schools, which are on properties delineated within or on the edge of a neighborhood activity center, community activity center or regional activity center as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. When located on the edge of a neighborhood activity center node as defined by the comprehensive plan, the LRO district should provide for office uses that are low in intensity to ensure compatibility with adjacent single-family detached dwellings and otherwise to implement the stated purpose and intent of this chapter. The O&I district is established to provide locations for nonretail commercial uses such as offices and financial institutions, which are on properties delineated within or on the edge of a community activity center and a regional activity center as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. The office and institutional district is designed primarily to provide for four-story and smaller office developments, office uses, motels, hotels, banking and professional offices that complement and provide step-down nodal zoning away from more intensive commercial uses and otherwise to implement the stated purpose of this chapter. Requested zoning district for the property The CRC district is established to provide locations for retail commercial and service uses which are designed and oriented to serve several neighborhoods making up a community. Projects developed within the CRC district should be done so as compact unified centers. CRC districts should be located on properties which are delineated within a community activity center and regional activity center as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. Additionally, the desired quadrant location will provide for planned developments and one-destination shopping and service locations to serve the community, and will minimize traffic congestion. Summary of the applicant’s proposal The applicant is requesting the CRC community retail commercial zoning district for the purpose of a new indoor athletics facility on the property. The facility will have half-fields and batting cages for the purpose of training. The hours of operation will be Monday through Friday from 2:00 pm until 10:00 pm, Saturday and Sunday from 9:00 am until 6:00 pm. The architectural style and composition of the facility will be a combination of stone and brick with metal siding over a steel frame. The current rezoning case on the property (Z-29 of 2011) was approved for a 60,000 square foot assisted living facility with 76 units. Page 503 of 1313 Z-4-2026 DEPARTMENT COMMENTS – Zoning Division Non-residential criteria Proposed # of buildings: 1 Proposed # of stories: 1 Total sq. footage of development: 50,000 Floor area ratio: 0.20 Square footage per acre: 8,591 Required parking spaces: 250 Proposed parking spaces: 89 Acres in floodplain or wetlands: 1.23 Impervious surface shown: 38.66% Are there any zoning variances? Yes; 1. Reduce parking spaces from required 250 spaces to 89 spaces. Are there any environmental conditions existing or proposed on the site? None Identified Page 504 of 1313Z-04-2026 revised DEPARTMENT COMMENTS – Fire Department 1/13/26 The proposed zoning case must address the comments listed below by prescriptive code or equivalency, as approved by the Cobb County Fire Marshal’s Office Approval will be based on Professional Engineer-stamped plans that signify overall plan conformance to all Georgia State and Cobb County Codes. Design Professional and Developer maintain the sole responsibility for the design and for correcting all errors, omissions, problems, and code violations (if any) exposed during construction AFTER authorization by Cobb County. IFC 510- EMERGENCY RESPONDER RADIO COVERAGE: New buildings are required to provide radio coverage for emergency responders per the International Fire Code. Testing is required by a third party and when deemed necessary amplification systems are required before the building will be issued a certificate of occupancy. This serves as an early notification to owners and developers for budgeting purposes. FIRE DEPARTMENT ACCESS: A cross-access road agreement will be needed if access across separate parcel is required. Fire apparatus access roads shall extend to within 150 feet of all portions of the facility or any portion of the exterior wall of the first floor (State Modifications IFC 503.1 2018 Edition and Cobb County Development Standards 402.11). All access roads shall meet the American Association of State and Highway Transportation Officials (AASHTO) design manual live load standard HS20 (75,000 lbs.) with an unobstructed width of not less than 20 feet, 35 foot inside radius, 50 foot outside turning radius and unobstructed vertical clearance of not less than 13 feet 6 inches. (Cobb County Development Standards 402.11) Maximum slope of the access road in reference to the apparatus is 10% Front to Back and 5% Side to Side. Maximum grade of roadways leading to Fire Access roads refer to the Cobb County Development Standard Section 400: 14% for Non-Residential. Maximum angle of departure is 8.5%. Dead-end access roads more than 150 feet shall be provided with a turn-around (IFC Chapter-5, 120-3-3 Rules and Regulations, CCDS Section-401 & 402). Refer to APPENDIX-D for dimensional criteria for turn-arounds in commercial developments. FIRE HYDRANT: The maximum distance of a hydrant to the most remote portion of a structure shall be 500 feet. Distance shall be measured around the structure and from the fire apparatus access road. A 500-foot radius around the hydrant is not an acceptable measurement for distance. (Cobb County Development Standards 410.5.2) (Cobb County Development Standards 410.5.2) Page 505 of 1313Z-04-2026 revised DEPARTMENT COMMENTS – Fire Department (continued) Private fire hydrants on a separate parcel is an unacceptable use. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet for a 40-foot length centered on the fire hydrant, exclusive of shoulders (see Figure D103.1 in Appendix D). CERTIFICATE OF OCCUPANCY: Plans must be submitted to the Cobb County Fire Marshal’s Office to initiate the Certificate of Occupancy process. FIRE PROTECTION: Automatic sprinkler protection must be provided where mandated by the applicable codes. Jeff Byrd (678) 229-7059 Jeffrey.Byrd@cobbcounty.gov Page 506 of 1313Z-4-2026 DEPARTMENT COMMENTS – Cemetery Preservation No comment Page 507 of 1313Z-4-2026 DEPARTMENT COMMENTS – School System 2/3/2026 Approval of this petition will not have an impact on the enrollment of schools. Page 508 of 1313 Z-4-2026 DEPARTMENT COMMENTS – Planning Division 12/26/2025 Comprehensive Plan Future Land Use Designation: Neighborhood Activity Center The subject tract is within the Neighborhood Activity Center (NAC) future land use category. The purpose of the NAC is to provide for areas that serve neighborhood residents and businesses. Typical land uses for these areas include small offices, limited retail and grocery stores. Future Land Use Sub-Category? N/A Consistent Inconsistent House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If yes, which City: N/A Was the city notified? N/A Specific Area Policy Guidelines: Yes No Policy: Masterplan/ Corridor Study: Yes No Name of Masterplan/Corridor Study: N/A Design guidelines area? Yes No If yes, design guidelines area? N/A Does the proposal plan comply with the design requirements? N/A Is the property within an Opportunity Zone? Yes No If yes, Opportunity Zone? N/A (The Opportunity Zone is an incentive that provides $3,500 tax credit per job in eligible areas if two or more jobs are being created. This incentive is for new or existing businesses) Is the property within an Enterprise Zone? Yes No If yes, Enterprise Zone? N/A (The Enterprise Zone is an incentive that provides tax abatements and other economic incentives for qualifying businesses locating or expanding within designated areas for new jobs and capital investment) Is the property eligible for the Façade Improvement Yes No Program? (The Façade Improvement Program is an incentive for owners and tenants to enhance the appearance of buildings. The CDBG program provides the funding. Properties must be either on the current inventory of redevelopment sites or in a corridor study area and be in a census tract with at least 51% low and moderate income. The program serves to improve the economic viability of these areas.) Page 509 of 1313 Z-4-2026 DEPARTMENT COMMENTS – Planning Division (continued) Is the property eligible for incentives through the Yes No Commercial and Industrial Property Rehabilitation Program? (The Commercial and Industrial Property Rehabilitation Program Is an incentive that provides a reduction in ad valorem property taxes for qualifying redevelopment in eligible areas) Note: For more information on incentives, please call the Community Development Agency- Economic Development Division at 770-528-2018 or find information online at www.cobbcounty.org/econdev. Special District: Is this property within the Cumberland Special Yes No District #1 (hotel/motel fee)? Is this property within the Cumberland Special Yes No District #2 (ad valorem tax)? Dobbins Air Reserve Base Zones: Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Historic Preservation: After consulting various county historic resources surveys, historic maps, archaeology surveys and Civil War trench location maps, staff finds that no known significant historic resources appear to be affected by this application. Page 510 of 1313 Z‐4‐2026  DEPARTMENT COMMENTS – Water and Sewer        Water comments:   At development:            YES            NO      Fire flow test required:           YES            NO      Size/location of existing water main(s):   12” on Ernest Barrett Pkwy and 8” on Dallas Hwy  Additional water comments:      Sewer comments:  In the drainage basin:          YES            NO      At development:           YES            NO*      Approx. distance to nearest sewer:  16’ from northern property line  Estimated waste generation (in G.P.D.):  Average daily = 5,000             Peak flow = 12,500  Treatment plant:    South Cobb WRF  Plant capacity:            Yes            NO      Projected plant availability:        0‐5 years    5‐10 years     over 10 years  Off‐site easement required:        YES*          NO      *If  off‐site  easements  are  required,  the  developer/owner  must  submit  easements  to  Line capacity study required:        YES            NO      CCWS for review and approval as to form and  stipulations  prior  to  the  execution  of  Letter of allocation issued:        YES            NO      easements  by  the  property  owners.  All  easement acquisitions are the responsibility of  Septic tank recommended by this department:   YES            NO      the developer/owner.  Subject to Health Department approval:      YES            NO      Additional sewer comments:        Note: These comments only reflect what facilities were in existence at the time of this review. Developer may be required to install/upgrade  water mains based on fire flow test results or Fire Department code. This will be addressed in the Plan Review process. The developer/owner  will be responsible for connecting to the existing county water and sewer systems, installing and/or upgrading all outfalls & water mains,  obtaining onsite and/or offsite easements, and dedication of onsite and/or offsite water and sewer to Cobb County as may be required.  Rezoning does not guarantee water/sewer availability or capacity unless so stated in writing by the Cobb County Water System.    Page 511 of 1313 Z-4-2026 DEPARTMENT COMMENTS – CCDOT Average daily Roadway Location Level of service trips (vpd) Dallas Highway / SR-120 East of Martin Ridge Drive 31,300 D vpd = vehicles per day Based on 2024 AADT counting data taken by GDOT, as published on their website, for SR 120. Planning Level of Service based on available Average Daily Trips using GRTA guideline thresholds. Classification thresholds for LOS A and LOS B are not available for arterial roads from this data source. LOS C or D is acceptable based on GDOT Design Policy Manual criteria. Expected PM Peak Hour Saturday peak hour Size Saturday Description In Out Total In Out Total (Indoor Daily (vpd) (vph) (vph) (vph) (vph) (vph) (vph) Fields) Indoor Sports 4 33 6 39 9 47 56 602 Training Facility vph = vehicles per hour Development gross trip generation estimated based on development operational data provided by applicant team. Comments and observations The proposed development does not have public frontage but appears to have an access easement to Dallas Highway / SR-120 for primary access. Based on the December 18th applicant meeting, the intended site use is 4 indoor infield only fields and netted practice/training areas. This training facility is currently anticipated to operate from 2 PM to 9 PM (weekday) and 9 AM to 6 PM (weekend). A traffic management proposal memorandum was received for this development on December 26, 2025. Additional information needed to calculate trip generation volumes was provided in email from the applicant team on January 8, 2026. Based on the December 26th memorandum and January 8th email, and in accordance with Cobb County Code 134-121, the development will not require a traffic study submittal. Recommendations THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 512 of 1313Z-4-2026 DEPARTMENT COMMENTS – Zoning Division STAFF ANALYSIS Per section 134-122 of the Official Code of Cobb County, below is a written zoning analysis relating to the following (question in bold; the answer is not bold): A. Whether the zoning proposal will permit a use that is suitable in view of the use and development of adjacent and nearby property; It is Staff’s opinion that the applicant’s rezoning proposal will permit a use that is suitable in the view of use and development of adjacent and nearby properties, with a smaller building. The property is in an area with commercial and residential uses. B. Whether the zoning proposal will adversely affect the existing use or usability of adjacent or nearby property; It is Staff’s opinion that the applicant’s rezoning proposal will not adversely affect the existing use or usability of adjacent or nearby properties. There are similar uses adjacent to the proposed location. The site would represent an intensity that is compatible with the neighboring uses if the landscape buffer is installed. C. Whether the zoning proposal will result in a use which will or could cause an excessive burdensome use of existing streets, transportation facilities, utilities, or schools; It is Staff’s opinion that the applicant’s rezoning proposal will not result in a use which would cause an excessive burdensome use of existing streets, transportation facilities, utilities, or schools. This opinion is supported by the departmental comments contained in this analysis. D. Whether the zoning proposal is in conformity with the policies and intent of the comprehensive plan; It is Staff’s opinion that the applicant’s CRC rezoning proposal is not in conformity with the policies and intent of the Cobb County Comprehensive Plan. The property is delineated in a Neighborhood Activity Center, NAC future land use category which can be used as a transitional area between the residential to the north and the CRC zoning districts to the south. Staff would suggest deleting the request to NRC for the applicant’s use. E. Whether there are other existing or changing conditions affecting the use and development of the property which give supporting grounds for either approval or disapproval of the zoning proposal; It is Staff’s opinion that there are no existing or changing conditions affecting the use and development of the property which give grounds for deleting the applicant’s rezoning proposal for the use of commercial indoor recreation. The proposal is not consistent with the NAC future land use category so staff would recommend deleting this proposal to NRC. Staff researched six other sports training facilities/batting cages in Page 513 of 1313Z-4-2026 DEPARTMENT COMMENTS – Zoning Division the County and found the parking ratio averaged one parking space per 350 square feet of building. This would equate to a 30,000 square foot building with 86 parking spaces. The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions of the Planning and Zoning Staff and are by no means the final decision. The Cobb County Board of Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public hearing. Page 514 of 1313Page 515 of 1313Page 516 of 1313Page 517 of 1313Page 518 of 1313Page 519 of 1313Page 520 of 1313Page 521 of 1313Page 522 of 1313Page 523 of 1313Page 524 of 1313Page 525 of 1313Page 526 of 1313Page 527 of 1313Page 528 of 1313Z-4-2026 DEPARTMENT COMMENTS – Stormwater Management 12/26/2025 Site Data 1. Address: 3381 & 3391 Ernest Barrett Pkwy 2. District: 1 3. Existing Zoning: LRO & O&I Existing Allowable Impervious Coverage: 70% 4. Proposed Zoning: CRC Allowable Future Impervious Coverage: 70% 5. Future Land Use: NAC Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: Yes; Zone: AE Stormwater Information 1. Drainage Basin: Noses Creek Basin 2. Impaired Stream: Yes 3. Wetlands: Possibly, Not Verified Location: Near or in adjacent floodplain. Topography Information 1. General site Description: This site is predominantly wooded with a few residential structures and slopes into the floodplain at the eastern edge of the site. Project Design Comments and Recommendations The following comments and recommendations are typically required at the time of plan review and permitting. Proposed Project Onsite Design Requirements 1. At the time of plan review provide a comprehensive Hydrology Study and Design for the Stormwater Management Design will be required. The design and study shall be in accordance with the Georgia Stormwater Management Manual and the current Cobb County Codes. The design and study shall include but not limited to stormwater detention, runoff reduction and/or water quality, channel protection, and downstream flood prevention. 2. At the time of plan review calculate and provide the percentage of impervious coverage for the project site on the plans. 3. Recommend a pre-design concept meeting with Cobb County Stormwater Management Division. At the time of the Concept Meeting a proposed concept stormwater management plan shall be presented. Page 529 of 1313 Z-4-2026 DEPARTMENT COMMENTS – Stormwater Management (continued) 4. The proposed onsite storm drain system and stormwater management facility is considered private. All annual inspections, maintenance and repairs are the responsibility of the property owner. A stormwater facility “Maintenance Agreement and Access Easement” will be required at the time of the land disturbance permit with the Cobb County Stormwater Management Division. 5. The Owner/Developer is responsible for obtaining any required stream piping and wetland disturbance permits from the U.S. Army Corps of Engineers including any required mitigation. Copies of the Corps of Engineers approvals, permits, and proof of mitigation are to be furnished at the time of the Land Disturbance Permit and scanned onto the plan sheets of the project drawings. 6. The Owner/Developer is responsible for obtaining any required stream piping and buffer variances from the Georgia EPD including any mitigation. Copies of the State’s approvals, permits, and proof of mitigation are to be furnished at the time of the Land Disturbance Permit and scanned onto the plan sheets of the project drawings. 7. Developer must secure drainage easement(s) to receive concentrated discharges where none naturally exist downstream. 8. Any spring activity discovered must be addressed by a qualified registered geotechnical professional engineer (PE) at the expense of the owner/developer. 9. Structural fill must be placed under the direction of a qualified registered geotechnical engineer (PE) at the expense of the owner/developer. Special Conditions 1. The dumpster pad on this site, must be connected to sanitary sewer or an infiltration system must be provided to capture the dumpster pad runoff. 2. The bottom of the detention pond must be above the Base Flood Elevation. 3. An easement agreement with the Home Depot may be necessary for the Stormwater Management Facility as its footprint appears to overlap onto their site. Page 530 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  LUP‐2‐2026   SITE BACKGROUND  Applicant       April Murchison  Phone       Contact Zoning Office  Email     Contact Zoning Office  Representative Contact   April Murchison  Phone       Contact Zoning Office  Email     Contact Zoning Office  Titleholder       April Murchison and Greg Persaud  Property Location   Located on the southeast corner of Woodhill Drive and  Shadowood Court  Address     1331 Woodhill Drive  Access to Property     Woodhill Drive and Shadowood Court  QUICK FACTS  Commission District    3 ‐ Birrell  Current Zoning     R‐20  Current Use of Property  Single‐family residence  Proposed Use     To allow more vehicles than the Code allows  Future Land Use     LDR  Site Acreage      0.57  District       16  Land Lot       376  Parcel #       16037600300  Taxes Paid       Yes    FINAL ZONING STAFF RECOMMENDATIONS  Click here to enter text.  Page 531 of 1313 LUP-2 2026 Map R-20 T C R E R-15 Z E N E B E SHADOWOOD CT 375 376 WOODHILL DR R-20 R-15 R-20 This map is provided for display and 0 105 210 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 532 of 1313Page 533 of 1313Page 534 of 1313Page 535 of 1313Received by Zoning 12-2-2025 Page 536 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE LUP-2-2026 SITE BACKGROUND Applicant April Murchison Phone Contact Zoning Office Email Contact Zoning Office Representative Contact April Murchison Phone Contact Zoning Office Email Contact Zoning Office Titleholder April Murchison and Greg Persaud Property Location Located on the southeast corner of Woodhill Drive and Shadowood Court Address 1331 Woodhill Drive Access to Property Woodhill Drive and Shadowood Court QUICK FACTS Commission District 3 - Birrell Current Zoning R-20 Current Use of Property Single-family residence Proposed Use To allow more vehicles than the Code allows Future Land Use LDR Site Acreage 0.57 District 16 Land Lot 376 Parcel # 16037600300 Taxes Paid Yes FINAL ZONING STAFF RECOMMENDATIONS (Zoning staff member: Peyton McClure, CNU-A) Based on the analysis of this case, Staff recommends DENIAL. Page 537 of 1313LUP-2-2026 DEPARTMENT COMMENTS – Zoning Division Page 538 of 1313LUP-2-2026 DEPARTMENT COMMENTS – Zoning Division Page 539 of 1313 LUP-2-2026 DEPARTMENT COMMENTS – Zoning Division North Zoning: R-20/ Singel-family Residential : LDR Future Land Use WEST EAST Zoning: R -20/ Zoning: R-20/ Singel-family Singel-family Residential Residential Future Land Future Land Use: LDR Use: LDR SOUTH Zoning: R-20/ Singel-family Residential Future Land Use: LDR Page 540 of 1313LUP-2-2026 DEPARTMENT COMMENTS – Zoning Division Current zoning district for the property The R-20 district is established to provide locations for single-family residential uses or residentially compatible institutional and recreational uses which are within or on the edge of properties delineated for any residential category as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. When residentially compatible institutional and recreational uses are developed within the R-20 district, they should be designed and built to ensure intensity and density compatibility with adjacent single- family detached dwellings and otherwise to implement the stated purpose and intent of this chapter. Request for a Temporary Land Use Permit The Board of Commissioners may permit temporary land use permits for uses that are uniquely located and are considered compatible with adjoining zoning districts and nearby uses for designated periods of time for uses, exceptions or professions in areas, along roadways and within districts where the zoning regulations would otherwise prohibit such operations. Customary home occupations as defined in this chapter, do not require a temporary land use permit. Summary of the applicant’s proposal The applicant is requesting a temporary land use permit to allow for a total of eight (8) cars to be parked outside a carport or garage at a 2,309 square foot home. The code allows for up to one (1) car and one (1) adult per 390 square feet based off the living space listed by the tax assessor, which would only allow five (5) cars on site, with only four (4) parked outside a carport or garage. The applicant would like to park eight (8) vehicles outside, which is not permitted by code. The property was placed on notice by the Code Enforcement for violating the single-family dwelling parking code. The applicant is requesting approval for 24 months. The house currently has an existing, fully enclosed garage, with two garage doors facing Woodhill Drive. Page 541 of 1313LUP-2-2026 DEPARTMENT COMMENTS – Fire Department 01/06/26 CCFMO is acceptable to the proposed zoning case as presented. Jeff Byrd (678) 229-7059 Jeffrey.Byrd@cobbcounty.gov Page 542 of 1313LUP-2-2026 DEPARTMENT COMMENTS – Cemetery Preservation No comment Page 543 of 1313 LUP-2-2026 DEPARTMENT COMMENTS – Planning Division 12/26/2025 Comprehensive Plan Future Land Use Designation: Low Density Residential The subject tract is within the Low Density Residential (LDR) future land use category. The purpose of LDR is to provide for areas that are suitable for low density housing between one (1) and two and one-half (2.5) dwelling units per acre and non-supportive senior living housing that in certain circumstances may reach five (5) dwelling units per acre, depending on existing conditions such as product type and mix, structure/building height, tract size, topographic conditions, etc. in order to provide compatibility with adjacent residential uses. This category presents a range of densities. What is the Future Land Use Sub-Category? N/A House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If Yes: Which City: N/A Was the city notified? N/A Dobbins Air Reserve Base Zones Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Comments: Page 544 of 1313 LUP-2 February ‘26 Zoning Applicant: April Murchison Water & Sewer Comments: No comments. Page 545 of 1313LUP-2-2026 DEPARTMENT COMMENTS - CCDOT Recommendations: THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend no parking on the right-of-way. 2. Recommend driveway on Shadowood Court be paved with a treated hardened surface for a minimum of 25’ from the edge of pavement or to the County right-of- way, whichever is greater in length. This recommendation is pursuant to Cobb County Development Standard 402.7.1, Residential Driveways and Cobb County Development Standard Detail 116R, Residential Driveway Standard. 3. Should any driveway modifications on Woodhill Drive or redevelopment of the property occur in the future, where redevelopment is defined as any action requiring a Land Disturbance Permit that also changes the existing operations of the development in terms of use, intensity and/or anticipated traffic, Cobb DOT recommends the following: a. Recommend driveway on Woodhill Drive be reconstructed to residential standards. This recommendation is pursuant to Cobb County Development Standard 402.7, Residential Driveways and Cobb County Development Standard Detail 116R, Residential Driveway Requirements. 4. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 546 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 CASE #: CODE-2025-07375 OPEN DATE: 11/3/2025 COMPLAINANT: SHEILA ROGERS PHONE #: 770-310-4140 DESCRIPTION: Two business trucks w/ trailers, skid steer tractor. also 11 vehicles usually parked at property. PRIMARY ADDRESS: OWNER ADDRESS: 1331 WOODHILL DR NE BELL SARAH FRANCES MARIETTA, GA 30066 1331 WOODHILL DR MARIETTA, GA 30066 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 11/12/2025 Initial Investigation In /* PERMITTED USE/SINGLE FAMILY DWELLING| Violation *134-197 (3)*|Must comply with all requirements in the attached definition of dwelling unit. **see attached***/ /* PERMITTED USE/CUSTOMARY HOME OCCUPATION|*134-197 (3)*|Observe all Customary Home Occupation (CHO) regulations. **No employees, clients, materials, equipment, etc. allowed at residence. Only 1 business vehicle weighing less than 12,500 lb. gross vehicle weight rating is allowed at residence.*/ /* PARKING STANDARDS|*134-272 (6) b & c*|All vehicles must be parked on a hardened/treated surface. All tires must be on hardened/treated surface. Surface must be installed flush with the ground and capable of supporting all vehicle/equipment tires without driving onto or over an unapproved parking surface.*/ /* USE LIMITATIONS/ OUTSIDE STORAGE|*134- 197 (12) e*|Only firewood and lawn furnishings are allowed to be stored outside. Remove all other items.*/ 11/12/2025 Violation Details I issued a Notice of Violation and related paperwork for SINGLE FAMILY DWELLING, based on the complaint, that Multiple vehicles are usually parked outside of the property. The property has 2,309 Livable sq ft zoned R-20 and allows 5/5/4, which means the following is allowed, 5 related adults to include 1 unrelated, 5 vehicles, 4 of which can be outside a garage or carport. Also on the notice was PARKING STANDARDS, OUTSIDE STORAGE and CUSTOMARY HOME OCCUPATION I observed two Trailers, Pavers, Cender Blocks, Ladder, Plywood and Ladder on the outside of the property on the right-side rear and left side rear of the property. I also observed vehicles parked on Gravel on the property near the Driveway on the property. The Notice and related paperwork was left with the property owner D. Harrell (Photos Uploaded). Report Date: 12/22/2025 10:23:02 AM Page: 1 Page 547 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 12/02/2025 Case Details The Property is not in Compliance.. for Parking Standards I observed white Pick Up truck and Trailer parked on Gravel Driveway on Shadowood Ct side of property and the property owner, stated that he informed Cobb Dept. of transportation and was told that the Driveway was no on any easement. Property owner stated that he will file for the Land Use Permit for the Driveway and Single family dwelling Violations.. D. Harrell 12/02/2025 ReInspection In Violation 12/03/2025 Case Details Property owner Filed for an Land Use Permit for Parking on Non Hardened surfaces and Number of vehicles on property ( LUP -2). Hearing Dates Feb 3, 2026 and Feb 17, 2026. D. Harrell 12/03/2025 ReInspection In Violation 12/08/2025 Phone Call Complainant and her husband called and requested to speak to Officer Harrell. I advised that the Officer was in the field and offered to transfer to voice mail. D. Smith 12/10/2025 Case Details Received additional complaint in regards to commercial equipment at the property. The property will be placed on the Early Morning Inspection List for CUTSTOMARY HOME OCCUPATION. D. Harrell Report Date: 12/22/2025 10:23:02 AM Page: 2 Page 548 of 1313Page 549 of 1313Page 550 of 1313Page 551 of 1313Page 552 of 1313Page 553 of 1313Page 554 of 1313Page 555 of 1313Page 556 of 1313Page 557 of 1313Page 558 of 1313Page 559 of 1313Page 560 of 1313Page 561 of 1313LUP-2-2026 DEPARTMENT COMMENTS – Zoning Division STAFF ANALYSIS There are twelve criteria that must be considered for a Temporary Land Use Permit. The criteria are below in bold, with the staff analysis following: (1) Safety, health, welfare and moral concerns involving the surrounding neighborhood. It is Staff’s opinion that the proposed use may not have an impact on the safety, health, welfare and moral concerns involving the surrounding neighborhood. (2) Parking and traffic considerations. It is Staff’s opinion that the proposed use may not have an impact on the traffic and parking considerations, since parking would occur on the property and there are only three (3) adults proposed. (3) Number of nonrelated employees. N/A (4) Number of commercial and business deliveries. N/A (5) The general presumption of the board of commissioners that residential neighborhoods should not allow noncompatible business uses. N/A (6) Compatibility of the business use to the neighborhood. N/A (7) Hours of operation. N/A (8) Existing business uses in the vicinity. There are no known commercial uses in the neighborhood. (9) Effect on property values of surrounding property. It is Staff’s opinion that the proposed use may have an adverse effect on surrounding property values. (10) Circumstances surrounding neighborhood complaints. This is the result of Code Enforcement action addressing multiple vehicles, outdoor storage, and parking standards. (11) Intensity of the proposed business use. N/A (12) Location of the use within the neighborhood. The property is within a platted neighborhood. Page 562 of 1313LUP-2-2026 DEPARTMENT COMMENTS – Zoning Division The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions of the Planning and Zoning Staff and are by no means the final decision. The Cobb County Board of Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public hearing. Page 563 of 1313Page 564 of 1313LUP-2-2026 DEPARTMENT COMMENTS – Stormwater Management 12/26/2026 Site Data 1. Address: 1331 Woodhill Drive 2. District: 3 Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: No Proposed Project Onsite Design Requirements 1. At this time there are no present or future site improvement/modifications proposed. (More vehicles than allowed by Code). 2. Stormwater Management has no objection to the request. Page 565 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  SLUP‐1‐2026   SITE BACKGROUND  Applicant       Dane Contracting, LLC  Phone       Contact Zoning Office  Email     Contact Zoning Office  Representative Contact   J. Kevin Moore  Phone       Contact Zoning Office  Email     Contact Zoning Office  Titleholder       Zeke Farriba and Barton L. Boyd  Property Location   Located on the southwest side of Baker Road, north of Webster  Drive  Address     2675 Baker Road  Access to Property     Baker Road  QUICK FACTS  Commission District    1 ‐ Gambrill  Current Zoning     LI  Current Use of Property  Tree and landscape business  Proposed Zoning     LI  Proposed Use     Addition of wood materials processing for firewood  Future Land Use     IC  Site Acreage      1.28  District       20  Land Lot       26  Parcel #       20002600150  Taxes Paid       Yes    FINAL ZONING STAFF RECOMMENDATIONS  Click here to enter text.  Page 566 of 1313 SLUP-1 2026 Map R-20 R-12 BAKER RD R-12 EDEN RIDGE DR DR R E T SC S B E LI W 26 EDEN RIDGE LN LI NRC LI GC This map is provided for display and 0 105 210 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 567 of 1313Page 568 of 1313Page 569 of 1313Page 570 of 1313Page 571 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE SLUP-1-2026 SITE BACKGROUND Applicant Dane Contracting, LLC Phone Contact Zoning Office Email Contact Zoning Office Representative Contact J. Kevin Moore Phone Contact Zoning Office Email Contact Zoning Office Titleholder Zeke Farriba and Barton L. Boyd Property Location Located on the southwest side of Baker Road, north of Webster Drive Address 2675 Baker Road Access to Property Baker Road QUICK FACTS Commission District 1 - Gambrill Current Zoning LI Current Use of Property Tree and landscape business Proposed Zoning LI Proposed Use Addition of wood materials processing for firewood Future Land Use IC Site Acreage 1.28 District 20 Land Lot 26 Parcel # 20002600150 Taxes Paid Yes FINAL ZONING STAFF RECOMMENDATIONS (Zoning staff member: Shaun Daniels, Planner II) Based on the analysis of the case, Staff recommends DENIAL. Page 572 of 1313SLUP-1-2026 DEPARTMENT COMMENTS – Zoning Division Page 573 of 1313SLUP-1-2026 DEPARTMENT COMMENTS – Zoning Division Page 574 of 1313 SLUP-1-2026 DEPARTMENT COMMENTS – Zoning Division North Zoning: : R-20 Single-Family Residential LDR Future Land Use: WEST EAST Zoning: SC Zoning: LI Suburban Light Industrial Condominium Residential Future Land Use: IC Future Land Use: MDR SOUTH Zoning: SC Suburban Condominium Residential & LI Light Industrial Future Land Use: MDR & IC Page 575 of 1313 SLUP-1-2026 DEPARTMENT COMMENTS – Zoning Division Current zoning district for the property The LI district is established to provide locations for light industrial uses such as low intensity automobile repair and service, animal care facilities, commercial greenhouses, livestock, poultry, business distribution centers, warehousing and storage, and transportation terminals, which are on properties delineated within or on the perimeter of an industrial compatible and industrial category as defined and shown on the Cobb County Comprehensive Land Use Plan: A Policy Guide, adopted November 27, 1990. When located on the perimeter of an industrial node, the LI district should provide for uses that are low in intensity and scale such as to ensure compatibility with surrounding properties. Request for a Special Land Use Permit The Board of Commissioners may grant special land use permits for uses enumerated in Sec. 134-37, subsection (a). The granting of a special land use permit is conditional upon the site plan considered by the Board of Commissioners. The Board of Commissioners may grant special land use permits for any period of time at the discretion of the Board of Commissioners. Summary of the applicant’s proposal The applicant is requesting a Special Land Use Permit (SLUP) to continue operating a wood-processing activity that converts raw wood materials into firewood. The applicant proposes to store processed firewood in the northeastern portion of the property, adjacent to Baker Road. The business currently operates as a tree and landscape service on approximately 1.28 acres. Under the approved rezoning case Z-106 of 1998, the applicant is permitted to park heavy equipment on the property. According to the applicant’s representative, the wood-processing activity has been ongoing for several years. This SLUP request was initiated following a proactive notice of violation issued by Cobb County Code Enforcement. Non-residential criteria Proposed # of buildings: 2 (existing) Proposed # of stories: 0 (existing) Total sq. footage of development: 2140sf Floor area ratio: .04 Square footage per acre: 1672sf Required parking spaces: 1 space per 285 square feet (net) of floorspace, 1 space per vehicle parked on-site. Proposed parking spaces: 0, none paved or stripped Acres in floodplain or wetlands: 0 Impervious surface shown: N/A Page 576 of 1313SLUP-1-2026 DEPARTMENT COMMENTS – Zoning Division Are there any zoning variances? Yes; 1. The existing building does not meet the required setbacks and encroaches into the eastern property setback; 2. A landscape plan and survey showing installation of the required buffer adjacent to the residential properties located to the south and west. Are there any environmental conditions existing or proposed on the site? There are no known existing or proposed environmental conditions on the site. The applicant intends to continue processing wood into firewood and storing the material on the northeastern portion of the property adjacent to Baker Road. Page 577 of 1313SLUP-01-2026 DEPARTMENT COMMENTS – Fire Department 12/17/25 The proposed zoning case must address the comments listed below by prescriptive code or equivalency, as approved by the Cobb County Fire Marshal’s Office Approval will be based on Professional Engineer-stamped plans that signify overall plan conformance to all Georgia State and Cobb County Codes. Design Professional and Developer maintain the sole responsibility for the design and for correcting all errors, omissions, problems, and code violations (if any) exposed during construction AFTER authorization by Cobb County. FIRE DEPARTMENT ACCESS: Fire apparatus access roads shall extend to within 150 feet of all portions of the facility or any portion of the exterior wall of the first floor (State Modifications IFC 503.1 2018 Edition and Cobb County Development Standards 402.11). A ten-foot separation, open to sky, is required in order to measure between structures. (CCDS 402.11) All access roads shall meet the American Association of State and Highway Transportation Officials (AASHTO) design manual live load standard HS20 (75,000 lbs.) with an unobstructed width of not less than 20 feet, 35 foot inside radius, 50 foot outside turning radius and unobstructed vertical clearance of not less than 13 feet 6 inches. (Cobb County Development Standards 402.11) Maximum slope of the access road in reference to the apparatus is 10% Front to Back and 5% Side to Side. Maximum grade of roadways leading to Fire Access roads refer to the Cobb County Development Standard Section 400: 14% for Non-Residential. Maximum angle of departure is 8.5%. Dead-end access roads more than 150 feet shall be provided with a turn-around (IFC Chapter-5, 120-3-3 Rules and Regulations, CCDS Section-401 & 402). Refer to APPENDIX-D for dimensional criteria for turn-arounds in commercial developments. ACCESS GATES: Gates securing fire apparatus access shall meet the following requirements:  minimum 14 feet in clear width for a single lane and 20 feet for a double lane. The gates shall not reduce the operating width of the roadway.  Double lane gates shall be a minimum of 20 feet in clear width.  Gates shall be of the swinging or sliding type.  Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access during normal operations and in power failure.  Emergency opening devices require a permit and shall be approved by the Cobb County Fire Marshal’s Office. (Cobb County Development Standards 401.8.2) Page 578 of 1313SLUP-01-2026 DEPARTMENT COMMENTS – Fire Department (continued) CERTIFICATE OF OCCUPANCY: Plans must be submitted to the Cobb County Fire Marshal’s Office to initiate the Certificate of Occupancy process. FIRE HYDRANT: The maximum distance of a hydrant to the most remote portion of a structure shall be 500 feet. Distance shall be measured around the structure and from the fire apparatus access road. A 500-foot radius around the hydrant is not an acceptable measurement for distance. Hydrants on the opposite side of a main ROW is not an acceptable measurement of distance. (Cobb County Development Standards 410.5.2) (Cobb County Development Standards 410.5.2) Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet for a 40-foot length centered on the fire hydrant, exclusive of shoulders (see Figure D103.1 in Appendix D). Jeff Byrd (678) 229-7059 Jeffrey.Byrd@cobbcounty.gov Page 579 of 1313SLUP-1-2026 DEPARTMENT COMMENTS – Site Plan Review 12/26/2025 As determined by the Site Plan Review Section, the property owner may be required to obtain a Land Disturbance Permit to perform any site modifications, as required per stipulation approval (fencing, landscaping, curb/gutter & sidewalk installation, etc.) or otherwise. Contact Site Plan Review, 770- 528-2147. Page 580 of 1313SLUP-1-2026 DEPARTMENT COMMENTS – Cemetery Preservation No comment Page 581 of 1313SLUP-1-2026 DEPARTMENT COMMENTS – Planning Division 12/26/2025 Comprehensive Plan Future Land Use Designation: Industrial Compatible The subject tract is within the Industrial Compatible (IC) future land use category. The purpose of the IC is to provide for areas that can support light industrial, office/warehouse and distribution uses. Typical land uses for these areas include professional business parks and distribution centers. What is the Future Land Use Sub-Category? N/A Consistent Inconsistent House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If Yes: Which City: Kennesaw & Acworth Was the city notified? Yes Dobbins Air Reserve Base Zones Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Comments: Page 582 of 1313 SLUP-1 February ‘26 Zoning Applicant: Dane Contracting, LLC Water & Sewer Comments: No comments. Page 583 of 1313SLUP-1-2026 DEPARTMENT COMMENTS - CCDOT Recommendations THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend retaining the following DOT recommendations from Z-106-1998: a. Recommend 150' deceleration lane for ingress into the facility from the Arterial. b. Recommend that the driveway be upgraded to commercial standards. c. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. 2. Recommend replacing disturbed curb and gutter, and sidewalk along the property frontages. This recommendation is to address pedestrian accessibility and safety pursuant to Cobb County Development Standard 401.15, Curbs and Gutters (including subsections), Cobb County Development Standard 404 Sidewalks and Pathways, Cobb County Development Standard 405 Accessibility Requirements, and Cobb County Development Standard Detail 106, Concrete Curbs, Medians. Page 584 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 CASE #: CODE-2025-00811 OPEN DATE: 2/24/2025 COMPLAINANT: PHONE #: DESCRIPTION: CHECK FOR VIOLATIONS PRIMARY ADDRESS: OWNER ADDRESS: 2675 BAKER RD NW FARRIBA ZEKE & BOYD BARTON L ACWORTH, GA 30101 2675 BAKER RD ACWORTH, GA 30101 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 02/27/2025 Case Details Property is zoned LIGHT INDUSTRIAL. Dane Tree service is located on the parcel of land. Unable to locate any LAND USE PERMITS on Accela Program. I took photos of property and uploaded them. I observed large logs, pulpwood trailers and also large amounts of split firewood on the property. Will consult with supervisor for all violations. Extending case. J. COCHRAN 02/27/2025 Case Details Received info from my Division Manager where there was a Zoning Hearing ( Z-106 of 1998) for the property. The stipulations were to include a 40 ft natural buffer/ landscaped where open. The company will also need a Land use Permit to reduce the logs to firewood at the property. J. COCHRAN 02/27/2025 Initial Investigation Extension 02/28/2025 Case Details Property owner was not at the property at the time. Left a notice of violation for PENALTIES and SPECIAL LAND USE PERMIT. I then received a call from owner Zeke and advised him of the violations. Zeke stated that he had taken care of all of this in 1998 after hiring an attorney. I suggested that Zeke speak with the Cobb County Zoning Division. Zeke stated that he would read over the paperwork and get back with me. J. COCHRAN 02/28/2025 ReInspection In /* PENALTIES|* 134-2 *| Zoning Stipulation Case Violation Z-106 Of 1998, Must abide by all stipulations placed in zoning hearing. */ /* SPECIAL LAND USE PERMIT |* 134-37 *|A SPECIAL LAND USE PERMIT MUST BE OBTAINED THROUGH COBB COUNTY ZONING DIVISION in order to reduce the timber to firewood at this property.*/ Per the zoning hearing in 1998, this property is required to have a 40 ft NATURAL BUFFER (landscaped where open) adjacent to Baker Road and the NORTH PROPERTY LINE. Report Date: 12/22/2025 10:49:33 AM Page: 1 Page 585 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 03/03/2025 Case Details I spoke with Business Owner Zeke. Zeke stated that he had spoken with County Landscape Architect Bragg Vaughn about the buffer zone. Zeke stated that Bragg was going to look into the case and get back with him. Will extend 1 week to get a follow up. J. COCHRAN 03/03/2025 ReInspection Extension 03/10/2025 Case Details I received an email from County Arborist Bragg Vaughn stating that Owner of the property is going to speak with a Zoning Attorney about filing for other business to try to reduce the size of the buffer. Will extend 30 days. J. COCHRAN 03/10/2025 ReInspection Extension 04/07/2025 Case Details I have not heard back from business owner Zeke. I contacted business owner Zeke and left voicemail, asking for a call back with an update. J. COCHRAN 04/07/2025 ReInspection Extension 04/08/2025 Case Details I received a call from attorney Kevin Moore's office in reference to the case. I was advised that property owner Zeke was out of town, but had retained Kevin Moore for his case. I was advised that Kevin Moore would get back in touch with me. J. COCHRAN 04/08/2025 ReInspection Extension 04/21/2025 Case Details Extending case out 2 weeks to see if I hear from property owner, or attorney Kevin Moore's office about what their plan is going forward with the landscaped buffer. J. COCHRAN 04/21/2025 ReInspection Extension 05/01/2025 Case Details I replied to the complainant's email and provided an update on the case status. Officer D. Smith 05/01/2025 Phone Call I called the property owner to follow-up on the case and spoke with the property owner, Zeke, who advised that his associate has been out of town but is in contact with Attorney Kevin Moore's office. Zeke will call me back when his associate returns. Officer D. Smith 05/01/2025 ReInspection Extension 05/22/2025 Phone Call I placed a follow-up call to Zeke to obtain a status update. No answer. i left a voice message requesting a callback. Officers J. Cochran & D. Smith 05/22/2025 ReInspection Extension 05/23/2025 Case Details I received a new email from the complainant to advise that Dane Tree & Landscaping Pros had both the north and southbound lanes of Baker Road blocked with a logging truck. Uploaded correspondence to OnBase. Officer D. Smith 05/23/2025 ReInspection Extension Report Date: 12/22/2025 10:49:33 AM Page: 2 Page 586 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 05/29/2025 Case Details I have not heard back from Zeke Farriba or his attorney Mr. Kevin Moore. I re-visited the property. No answer at the door and I taped a business card to the same requesting a callback. I also placed a phone call to the offices of his attorney Mr. Kevin Moore. No answer. I left a voice message requesting a callback. It has been twenty eight (28) days since last contact with the owner/rep. Officers J. Cochran & D. Smith 05/29/2025 Phone Call I received a courtesy call back from attorney Kevin G. Moore stating that he is not representing Mr. Farriba. He stated it may possibly be another attorney named Kevin Moore in the Atlanta area: Kevin K. Moore, Kevin T. Moore or Kevin J. Moore. Officers J. Cochran & D. Smith 05/29/2025 ReInspection Extension 06/03/2025 Phone Call I received and returned Mr. Zeke Farriba's voice message. I stated that I have not received a follow- up from attorney Kevin Moore and I wanted to verify specifically the Kevin Moore who is representing him in this matter. I requested that Mr. Farriba e-mail or text me the attorney's contact details. Awaiting the contact details. I plan on contacting the attorney directly to determine the status of the required buffer. Officers D. Smith & J. Cochran 06/03/2025 ReInspection Extension 06/09/2025 Phone Call Officer J. Cochran and myself placed another phone call to Mr. Zeke Farriba to advised we have yet to hear back from his attorney, Kevin Moore, on the status of compliance with the Special Land Use Permit (SLUP). A forty (40) foot natural buffer is required to be installed. No answer. We left another voice message. Officers J. Cochran & D. Smith 06/09/2025 ReInspection In Violation 06/10/2025 Phone Call Uploaded attorney J. Kevin Moore's contact information to OnBase as provided by Zeke Farriba via e-mail message received. Officer D. Smith 06/11/2025 Phone Call I received a voice message from Zeke Farriba. He stated that he has now been asked to obtain an "as built survey." He has reached out to Donald Perryman with Surveys Plus. I uploaded this correspondence to OnBase. Officer D. Smith 06/11/2025 ReInspection Extension 06/11/2025 ReInspection Extension 07/08/2025 Phone Call I placed a phone call to Mr. Zeke Farriba in re: to obtaining the required survey to proceed with the process of complying with the stipulations. No answer. I left a voice message requesting a callback. Officer D. Smith 07/08/2025 ReInspection Extension Report Date: 12/22/2025 10:49:33 AM Page: 3 Page 587 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 07/10/2025 Phone Call I received a voice message from Mr. Zeke Farriba to advised the "as built" survey will be completed on Friday July 11th by Surveys Plus. This survey is a necessary component of completing the required process. I will extend. Officer D. Smith 07/10/2025 ReInspection Extension 07/21/2025 Case Details I placed a phone call to Mr. Zeke Farriba to follow- up on the status of the case. Donald Perryman with Surveys Plus completed the required "as built" survey on Friday July 11th. The survey was then forwarded to Attorney Kevin Moore's office on Monday July 21st. Mr. Zeke Farriba's business partner and property co-owner, Bart Boyd has retained Attorney Moore to represent them in this matter. Officer D., Smith 07/21/2025 ReInspection Extension 09/08/2025 Case Details I placed a call to Mr. Farriba for a status update. Contact details are entered in Accela back office. Mr. Farriba stated that he completed the "as built" survey. I reminded him that I had that information in July. Mr. Farriba stated that he will speak to his business partner, Mr. Barton and call me back with additional details. This case has been open for more than eight (8) months and I have yet to receive any communication from Mr. Farriba's, attorney Kevin Moore. I will once again extend. Officer D. Smith 09/08/2025 ReInspection Extension 09/10/2025 Case Details No response received from Mr. Z. Farriba or his Attorney Kevin Moore in re: to the phone call placed on 09/08/25. I consulted with Supervisor Ahlmann and will await instructions prior to proceeding. Officer D. Smith 09/10/2025 ReInspection Extension 09/24/2025 Phone Call I placed a phone call to the offices of Kevin Moore in an attempt to obtain a status update. I spoke to Carolyn, Mr. Moore's paralegal. She advised Mr. Moore is unavailable but she or he will return my call or set up an appointment to meet re: this matter. Officer D. Smith 09/24/2025 ReInspection Extension 09/25/2025 Phone Call I received a phone from Attorney Kevin Moore to advise he is preparing to submit an amendment to the Special Land Use Permit (SLUP) and anticipates that the documents will be submitted on or before October 15th. He advised that I may reach him for any additional updates re: this matter. I will extend. Officer D. Smith 09/25/2025 ReInspection Extension 10/08/2025 ReInspection Extension 10/15/2025 ReInspection Extension Report Date: 12/22/2025 10:49:33 AM Page: 4 Page 588 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 10/23/2025 ReInspection Extension 10/28/2025 Case Details Application was NEVER submitted. I called and left property owner Zeke a voicemail to contact me. Zeke contacted me and stated that he would contact his attorney Kevin Moore and find out why the application was never submitted. J. COCHRAN 10/30/2025 Case Details . 10/30/2025 Case Details I took photographs of the property. Buffer has not been installed as required by previous stipulations. No response received from Mr. Farriba, Mr. Barton or their counsel, Kevin Moore. While standing on the sidewalk, I was confronted by a gentleman who claimed to own the property. He asked who I was? I replied, "Who are you? He stated, " I own this business. I then asked him why multiple commercial trucks were obstructing the right of way? He did not respond but then he attempted to approach me in an aggressive manner. I said, "You don't know who you are dealing with" and lifted my Cobb County issued i.d. to identify myself. He replied, "What does that mean?" I said, "You'll find out soon." He said, " Let's Go! I dare you, I double dog dare you!" At this point I turned away and walked back to the work truck and contacted my Supervisor M. Ahlmann 10/30/2025 Case Details I was able to speak with Attorney Kevin Moore's assistant and confirmed that Zeke Farriba was in fact still a client of theirs. Kevin Moore Is currently out of town is supposed to contact me on November 3, 2025 and discuss the case with me. J. COCHRAN 10/30/2025 ReInspection Citation Served 11/03/2025 Case Details Attorney Kevin Moore contacted me and stated that he would have the application turned into Zoning by December4, 2025. J. COCHRAN 11/03/2025 ReInspection Extension 12/08/2025 Case Details I was unable to locate in back office any information regarding an application being turned in. Will extend as it is only a few days since it was supposed to be turned in. M Monroe 12/08/2025 ReInspection Extension 12/18/2025 Case Details PC HEARING FOR LUP SCHEDULED FOR 2/3/2026. YFOSTON Report Date: 12/22/2025 10:49:33 AM Page: 5 Page 589 of 1313Page 590 of 1313Page 591 of 1313Page 592 of 1313Page 593 of 1313Page 594 of 1313Page 595 of 1313Page 596 of 1313SLUP-1-2026 DEPARTMENT COMMENTS – Zoning Division STAFF ANALYSIS There are fifteen criteria that must be considered for a Special Land Use Permit. The criteria are below in bold, with the staff analysis written unbolded: (1) Whether or not there will be a significant adverse effect on the neighborhood or area in which the proposed use will be located. Potential exists for adverse impacts on the surrounding neighborhood due to the nature of the wood-processing activities. The 40-foot landscaped buffer required under rezoning case Z-106 (1998) does not appear to have been installed or maintained, and existing vegetation along the southwestern boundary is located on the adjacent Suburban Condominium (SC) residential development rather than on the subject site. The absence of required buffering increases the likelihood of impacts on nearby residential uses. (2) Whether or not the use is otherwise compatible with the neighborhood. The Future Land Use Map designates the subject property as Industrial Compatible, and similar industrial zoning exists directly to the east. However, the surrounding area includes established residential neighborhoods such as Madison Place to the west (designated Medium Density Residential) and the R-20 and R-12 subdivisions to the north (designated Low Density Residential). The proximity of these residential communities raises compatibility concerns, particularly given the outdoor, equipment-based nature of wood-processing activities and storage. (3) Whether or not the use proposed will result in a nuisance as defined under state law. Wood-processing activities have the potential to generate noise, odors, and other nuisance conditions depending on the equipment and methods used. Although the applicant’s representative indicates that the activity has occurred for several years without complaints, the absence of required buffering and the close proximity of residential neighborhoods such as Madison Place and the Baker Road residential area, create conditions where nuisance impacts could occur. The SLUP request was initiated following proactive Code Enforcement action, underscoring the need for formal review and regulation. (4) Whether or not quiet enjoyment of surrounding property will be adversely affected. The quiet enjoyment of nearby properties could potentially be affected depending on how the wood is processed, handled, and stored. Nearby residential properties including Madison Place and the homes along Baker Road may be affected depending on how wood materials are processed, handled, and stored. While no historical complaints have been recorded, the lack of required screening and the proximity of residential uses increase the potential for impacts. Page 597 of 1313SLUP-1-2026 DEPARTMENT COMMENTS – Zoning Division (5) Whether or not property values of surrounding property will be adversely affected. This use may adversely affect property values of surrounding property. However, the absence of required buffering and the adjacency to residential neighborhoods could influence perceptions of compatibility and long-term value. (6) Whether or not adequate provisions are made for parking and traffic considerations. Adequate provisions for parking and traffic have not been demonstrated. The site lacks striped, code-compliant parking spaces, making it difficult to verify compliance with required parking ratios for Contractor uses. This deficiency is notable given the site’s proximity to residential areas such as Madison Place and the Baker Road residential properties. (7) Whether or not the site or intensity of the use is appropriate. While some existing business activities, such as landscaping services and stone storage—are permitted within the LI district, the continuation of wood-processing activities increases the overall intensity of use. Without required buffering, adequate parking, or demonstrated compliance with prior zoning conditions under Z-106 (1998), the site does not appear to be fully equipped to support the proposed intensity, particularly given its adjacency to residential neighborhoods. (8) Whether or not special or unique conditions overcome the board of commissioners' general presumption that residential neighborhoods should not allow noncompatible business uses. There are no special or unique conditions which could prohibit the proposed use in this area. (9) Whether or not adequate provisions are made regarding hours of operation. It does not appear that adequate provisions have been established regarding the hours of operation for the wood-processing activities. No formal documentation or stipulations have been identified that regulate or limit the hours during which wood processing may occur. (10) Whether or not adequate controls and limits are placed on commercial and business deliveries. Staff is not aware of any existing controls or limits on commercial deliveries to or from the property. To minimize potential impacts on surrounding residential areas, staff recommends that all deliveries of wood waste materials, as well as shipments of processed firewood, occur during normal business hours. Page 598 of 1313SLUP-1-2026 DEPARTMENT COMMENTS – Zoning Division (11) Whether or not adequate landscape plans are incorporated to ensure appropriate transition. Adequate landscape plans have not been provided. The required 40-foot buffer along the northern property line adjacent to Baker Road has not been installed, and additional screening required along the western and southern boundaries, where the site abuts residential properties also appears to be absent. This results in an inadequate transition between industrial activity and adjacent residential uses. (12) Whether or not the public health, safety, welfare or moral concerns of the surrounding neighborhood will be adversely affected. While the use itself may not inherently threaten public health or safety, the absence of required buffering, parking compliance, and operational controls increases the potential for negative impacts on surrounding residential areas (13) Whether the application complies with any applicable specific requirements set forth in this chapter for special land use permits for particular types of uses. The application does not demonstrate compliance with prior zoning stipulations under Z-106 (1998) or with general development standards necessary to support this type of use. (14) Whether the applicant has provided sufficient information to allow a full consideration of all relevant factors. The applicant has not provided sufficient information for a comprehensive review. Key operational and site-specific details, including number of employees, hours of operation, building square footage, parking layout, and floor area ratio were not submitted. These omissions limit Staff’s ability to fully evaluate the potential impacts of the request. (15) In all applications for a special land use permit the burden shall be on the applicant both to produce sufficient information to allow the county fully to consider all relevant factors and to demonstrate that the proposal complies with all applicable requirements and is otherwise consistent with the policies reflected in the factors enumerated in this chapter for consideration by the county. For all Special Land Use Permit applications, the burden is on the applicant to provide sufficient information for the County to fully evaluate all relevant factors and to demonstrate that the proposal complies with applicable requirements and aligns with the policies outlined in this chapter. In this case, The applicant has not met this burden. While some information was provided, the submission lacks the level of detail necessary to demonstrate compliance with applicable requirements or to support a finding that the proposed use is appropriate at this location, particularly given its proximity to Madison Place, the Baker Road residences, and the conditions established under Z-106 (1998). Page 599 of 1313SLUP-1-2026 DEPARTMENT COMMENTS – Zoning Division The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions of the Planning and Zoning Staff and are by no means the final decision. The Cobb County Board of Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public hearing. Page 600 of 1313Page 601 of 1313 BOC Zoning Hearing Minutes July 21, 1998 Page 5 Z- 106 HAROLD S. WILLINGHAM for Rezoning from R-20 to LI for the purpose of Parking Heavy Equipment in Land Lot 26 of the 20th District. 1. 32 acre. Located on the south side of Baker Road, southeast of Hickory Grove Road. The Board of Commissioners, as part of the Consent Agenda, approved Rezoning to the LI zoning district subject to: 1) owner/ developer to enter into a Development Agreement pursuant to O. C. G. A. 936-71- 13 for dedication of system improvements to mitigate traffic concerns; 2) project subject to Cobb Department of Transportation comments and recommendations; 3) project subject to Stormwater Management Division comments and recommendations; 4) owner/ developer required to meet all Cobb County development requirements and ordinances related to project improvements; 5) 40 foot natural buffer Oandscaped where open) adjacent to Baker Road and the north property line). Motion by Cooper, second by Wysong, carried 5- 0. Land Use Pennits LUP-43 CHERYLE WEIDMAN ( David and Cheryle Weidman, owners) for a Land Use Permit ( renewal) for the purpose of a Hair Salon in Land Lot 169 of the 16th District. 0. 35 acre. Located on the south side of Windsor Oaks Court, west of Windsor Oaks Drive ( 4543 Windsor Oaks Court). The Board of Commissioners, as part of the Consent Agenda, approved Land Use Permit for 24 months subject to: 1) clients by appointment only; 2) no on- street parking; 3) one station, one operator only; 4) no signs. Motion by Cooper, second by Wysong, carried 5- 0. LUP-44 CHARLES H. AND JANICE J. JACKSON for a Land Use Permit ( renewal) for the purpose of a Garage Apartment in Land Lot 123 of the 16th District. 10 acres. Located on the northwest side of Steinhauer Road, ( 4600 Steinhauer Road). The Board of Commissioners, as part of the Consent Agenda, approved Land Use Permit for 24 months. Motion by Cooper, second by Wysong, carried 5- 0. Page 602 of 1313SLUP-1-2025 DEPARTMENT COMMENTS – Stormwater Management 12/26/2026 Site Data 1. Applicant: Dane Contracting, LLC 2. Address: 2675 Baker Road 3. District: 1 - SLUP to allow onsite processing of trees into firewood. - No new development is proposed on site. - Stormwater Management has no objection to this SLUP request. Page 603 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE Z-2-2024 SITE BACKGROUND Applicant Flournoy Development Group, LLC Phone 706-324-4000 Email cameron.bean@flournoydev.com, ryan.foster@flournoydev.com Representative Contact J. Kevin Moore Phone 770-429-1499 Email jkm@mijs.com Titleholder Cobb County Property Location Located on the west side of Atlanta Road and on the east side of I- 285, south of the intersection of I-285 and Atlanta Road Address 4600 Atlanta Road Access to Property Atlanta Road QUICK FACTS Commission District 2-Richardson Current Zoning GC Current Use of Property Vacant lot Proposed Zoning RRC Proposed Use Multifamily residential Future Land Use CAC Site Acreage 3.79 District 17 Land Lot 763, 764 Parcel # 17076400030 Taxes Paid Exempt FINAL ZONING STAFF RECOMMENDATIONS Click here to enter text. Page 604 of 1313 Z-2 2024 Map RM-8 RM-12 IV D Y R R B ID E G E E C H H A V E N T UVC R L A T L A N T A R D LOG CABIN DR 764 GC GC I 285 P M A R 5 8 2 I LN BROWNWOOD NRC 763 LI I 285 GC This map is provided for display and 0 95 190 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 605 of 1313Page 606 of 1313Page 607 of 1313Page 608 of 1313Page 609 of 1313Page 610 of 1313Page 611 of 1313Page 612 of 1313Page 613 of 1313Page 614 of 1313Page 615 of 1313Page 616 of 1313Page 617 of 1313Page 618 of 1313Page 619 of 1313Page 620 of 1313Page 621 of 1313Page 622 of 1313Page 623 of 1313Page 624 of 1313Page 625 of 1313Page 626 of 1313Page 627 of 1313Page 628 of 1313 Z-2-2024 DEPARTMENT COMMENTS – CCDOT REVISED 01/26/2024 Roadway Roadway Speed limit Jurisdictional Min. R.O.W. classification (MPH) control requirements Atlanta Road Arterial 45 Cobb County 100’ Roadway Location Average daily Level of service trips Atlanta Road West of Plant Atkinson Road 20,400 C Based on 2022 AADT counting data taken by GDOT, as published on their website, for Atlanta Road. Planning Level of Service based on available Average Daily Trips using GRTA guideline thresholds. Classification thresholds for LOS A and LOS B are not available for arterial roadways from this data source. LOS C or D is acceptable based on GDOT Design Policy Manual criteria. ITE Expected AM PM Land Description Size In Out Total In Out Total Daily (vpd) Use (DU) (vph) (vph) (vph) (vph) (vph) (vph) Multifamily 221 Housing 299 25 86 111 71 46 117 1,357 (Mid Rise) vph = vehicles per hour, vpd = vehicles per day, DU = dwelling unit Development gross trip generation based on available development size and rates from the Institute of Transportation Engineers (ITE) Trip Generation, 11th edition. Comments and observations Atlanta Road is classified as an arterial roadway and according to the available information the existing right-of-way does not meet the minimum requirements for this classification. In accordance with Cobb County Code 134-121 and based on site plan received November 15, 2023, this development requires a traffic study submittal. CCDOT held meetings with the Developer on September 22 and October 16, 2023. A Traffic Submittal 1 dated September 29, 2023, was received by Cobb DOT (CCDOT) on November 3, 2023. Comments for Submittal 1 were provided November 30, 2023, and a revised Submittal 1 was received on December 11, 2023. The revised Submittal 1 was approved on December 22, 2023. A full traffic study (Submittal 2) was then required and was received by Cobb DOT on January 11, 2024, and approved by Cobb DOT on January 26, 2024. The potential for a left turn movement from Atlanta Road westbound onto the Development was under consideration as part of this zoning application. After reviewing Submittal 1 and through meetings with the Developer, the back-to-back left turn lanes (as shown on the conceptual layout dated November 15, 2023) was the anticipated access configuration for the Build condition that was studied in the Traffic Study Submittal 2. Based on the results and review of Traffic Study Submittal 2, as well as additional field observations and conversations with GDOT staff, the entering left turn lane is not recommended. Cobb DOT therefore recommends all site access be Page 629 of 1313Z-2-2024 DEPARTMENT COMMENTS – CCDOT REVISED 01/26/2024 (continued) limited to right-in right-out operation at a single access point. This driveway must also be placed outside the 300 feet of limited access that GDOT desires to maintain surrounding the I-285 ramp intersection. The current site plan (received November 15, 2023) will need further modification to remove the site entering left turn lane and otherwise meet all Cobb County standards. These modifications can be negotiated during the plan review process as long as the turn lane prohibition and driveway location being placed outside the GDOT limited access (300’ from any ramp location, measured from curb return to curb return) are agreed to as stipulations of the zoning case. Recommendations 1. Recommend applicant consider entering into a development agreement pursuant to O.C.G.A. 36-71-13 for dedication of the following system improvements to mitigate traffic concerns: a) donation of right-of-way on the south side of Atlanta Road, a minimum of 50’ from the roadway centerline 2. Recommend replacing any disturbed curb, gutter, and sidewalk along the Atlanta Road frontage. This recommendation is pursuant to Cobb County Development Standard 401.15, Curbs and Gutters (including subsections), Cobb County Development Standard 404 Sidewalks and Pathways, Cobb County Development Standard 405 Accessibility Requirements, and Cobb County Development Standard Detail 106, Concrete Curbs, Medians. 3. Recommend Atlanta Road access point include deceleration lane, taper and/or improved curve radius to address safety because Atlanta Road is an arterial roadway. This recommendation is pursuant to Cobb County Development Standard 402.9, Deceleration Lanes/Roadway Improvements Along Existing Streets, and Cobb County Development Standard Detail 401A, Deceleration Lanes. Recommend location and design be determined during plan review, subject to CCDOT and GDOT approvals. The driveway shown on the site plan dated November 15, 2023, would need to shift a minimum of 75 feet away from I-285 and toward Brownwood Lane to meet the GDOT spacing requirement from the I-285 ramp. 4. Recommend a minimum of 50 feet straight-line distance from the edge of the right-of- way line on Atlanta Road to the first internal parking space or drive aisle to allow for vehicle stacking. This recommendation is pursuant to Cobb County Development Standard 402.8, Non-Residential Driveways. Page 630 of 1313Z-2-2024 DEPARTMENT COMMENTS – CCDOT REVISED 01/26/2024 (continued) 5. Recommend Georgia Department of Transportation (GDOT) permits for any work that encroaches upon State right-of-way. 6. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 631 of 1313Page 632 of 1313Page 633 of 1313Page 634 of 1313Page 635 of 1313 P REZONING NOTES P SITE SUMMARY: P LAND LOT 763 & 764 17TH DISTRICT - 2ND SECTION P CURRENT ZONING: GENERAL COMMERCIAL (GC) PROPOSED ZONING: REGIONAL RETAIL COMMERCIAL (RRC) G P SITE AREA: 3.79 AC ROW DEDICATION: 0.15 AC G WWW.KIMLEY-HORN.COM ADJUSTED SITE AREA: 3.36 AC PHONE (404) 419-8700 G ATLANTA, GEORGIA 30309 2023 KIMLEY-HORN AND ASSOCIATES, INC. P FUTURE INTERSTATE © EXPANSION RIGHT-OF-WAY: 0.28 AC G 1200 PEACHTREE STREET, NE SUITE 800 G PROPOSED BUILDING SETBACK: P FRONT: 0 FT G G SIDE: 10 FT PREPARED BY REAR: 10 FT P MAXIMUM BUILDING HEIGHT: 70 FT G G MAXIMUM IMPERVIOUS %: 85% (SEE VARIANCE BELOW) P PROPOSED LAND USES & DENSITIES: G G MULTIFAMILY RESIDENTIAL 274 UNITS P PARKING SUMMARY: G G REQUIRED PARKING: 412 SPACES (TOTAL) MULTIFAMILY (299 UNITS) 412 SPACES (1.75/UNIT) P 706.243.9243 G PROPOSED PARKING: 412 SPACES (TOTAL) UT MULTIFAMILY PARKING 412 SPACES (1.50/UNIT) UT STANDARD 402 SPACES GROUP UT PHONE: 100' TAPER HANDICAP 10 SPACES COLUMBUS, GA 31904 P UT G 1. THIS SITE IS NOT IN A FLOODPLAIN. FLOURNOY EXISTING RIGHT-OF-WAY LINE / PROPERTY LINE 1100 BROOKSTONE CENTRE PKWY RIGHT-OF-WAY LINE DEVELOPMENT BIKE P 2. THE SITE DOES NOT CONTAIN LAKES, STREAMS, OR STREAM PROPERTY LINE X G BUFFERS. UT 12' DECELERATION LANE (MEASURED FROM PROPOSED STRIPE TO PROPOSED P 3. THIS SITE DOES NOT CONTAIN A CEMETERY. PREPARED FOR X FACE OF CURB G UT 4. THE PROPOSED BUILDING INFORMATION SHOWN HEREON IS BY APPROXIMATE AND SUBJECT TO CHANGE AS DESIGN DEVELOPS. P PROPOSED 0 FT FRONT W X SETBACK LINE G 5. ALL PARKING COUNTS ARE APPROXIMATE AND SUBJECT TO UT CHANGE AS DESIGN DEVELOPS. PARKING COUNTS WILL EXCEED DATE P TOTALS SHOWN ABOVE. 08.14.2025 199' STACKING PROPOSED RIGHT-OF-WAY W LINE / PROPERTY LINE G X 6. IT IS UNDERSTOOD THAT THE SITE MUST COMPLY WITH ALL PROPOSED 3' LANDSCAPE UT BUFFER (TYP.) P APPLICABLE ADA STANDARDS, INCLUDING PARKING AND CONNECTIVITY, AND WILL BE DESIGNED AND DETAILED AS SUCH. PROPOSED 5' W SIDEWALK (TYP.) X P 7. IF ACCESS GATES ARE REQUIRED THEY WILL BE PLACED 100FT UT FROM EDGE OF EXISTING RIGHT OF WAY. G W 8. UNDERGROUND STORMWATER DETENTION WILL BE PROVIDED ON SITE PER COBB COUNTY STORMWATER STANDARDS AND X UT REQUIREMENTS. G P W P UT PROPOSED 10FT SIDE G SETBACK LINE VARIANCE REQUEST SUMMARY W P SETBACK VARIANCES: UT G · REDUCTION OF THE PARCEL'S FRONT BUILDING SETBACK REVISED ZONING PLAN PROPOSED 8' FROM 50 FT TO 00 FT. ISSUANCE AND REVISION DESCRIPTIONS W CROSSWALK & R35' STOP BAR (TYP.) · REDUCTION OF THE PARCEL'S SIDE BUILDING SETBACK FROM No. UT G 50 FT. TO 10 FT. 12' W DESIGN VARIANCES: G · VARIATION FROM MAXIMUM FAR OF 1.00 TO FAR OF 2.30. UT PROPOSED FAR IS BASED OFF PROPERTY AREA AFTER R35' W DEDICATION ALONG ATLANTA ROAD. (FUTURE INTERSTATE 12' ROW TAKE NOT INCLUDED IN CALCULATION) G G 50' TAPER W UT · VARIATION FROM MAXIMUM IMPERVIOUS SURFACE OF 70% TO DISTRICT 85% ALONG ATLANTA ROAD. (FUTURE INTERSTATE ROW TAKE G NOT INCLUDED IN CALCULATION) W 17TH , SMYRNA, GA 30080 PROPOSED MULTI-FAMILY BUILDING G , PROPOSED PARKING DECK 5 STORIES UT · VARIATION FROM MINIMUM 20 FT DRIVEWAY OFFSET FROM 17076400030 412 TOTAL SPACES 274UNITS THE PROPERTY LINE (DEVELOPMENT STD SEC. 403.1.2) TO 5 FT. 140,000 GSF 333,100 GSF G W 138' STACKING 763 & 764 G · VARIATION FROM MULTIFAMILY PARKING REQUIREMENT OF 12' TURN LANE 1.75 SPACES PER UNIT TO 1.5 SPACES PER UNIT. UT (MEASURED FROM EDGE PARCEL ID: OF EXISTING TRAVEL LANE TO PROPOSEDG STRIPING) W 11' TRAVEL LANE LAND LOT G FUTURE INTERSTATE EXPANSION 11' TRAVEL LANE 4600 ATLANTA ROAD 2' STRIPED MEDIAN PROPERTY LINE NOTE RIGHT-OF-WAY TAKE UT 12' DECELERATION LANE (MEASURED FROM PROPOSED G 4600 ATLANTA ROAD W · PROPERTY LINE SHOWS COMBINATION OF TRACTS 1 AND 2. STRIPE TO PROPOSED 5' BIKE LANE EXISTINGBIKE 4' WIDE MEDIAN G FACE OF CURB WITH BRICK INLAY TO REMAIN THE COMBINED TRACTS ARE SHOW IN COBB COUNTY GIS AS PIN: 17076400030 PROJECT UT G PROPOSED FIRE ACCESS TURNAROUND W G RIGHT-OF-WAY LINE PROPERTY LINE UT PROPOSED RIGHT-OF-WAY G W LINE / PROPERTY LINE G R35' R26' EXISTING PROPOSED 10FT SIDE PROPOSED ACCESS FOR RIGHT-OF-WAY LINE G UT SETBACK LINE LOADING, FIRE, AND SECONDARY W PROPOSED 8' CAR ACCESS G 24' R26' CROSSWALK & STOP 08.14.2025 BAR (TYP.) 15' STOP R25' 2' CURBED MEDIAN GSWCC NO. W X UT 0000076496 X 12' (LEVEL II) X R49' G X X 24' X R35' DRAWN BY BAC 10' SS G SS G DESIGNED BY G W W ZLR X X SS G G REVIEWED BY G P ZLR G DATE 08.14.2025 W W G SS G PROJECT NO. 19598015 P TITLE W W SS G REZONING SITE P PLAN GRAPHIC SCALE IN FEET W 0 20 40 80 NORTH SS SHEET NUMBER G P C0.10 Drawing name: K:\AMT_CIVIL\019598015_4600 Atlanta Road\CAD\Plansheets\C0.10 - REZONING SITE PLAN.dwg C0.10 PLAN Aug 14, 2025 3:30pm by: Kareem.Rodriguez This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. Page 636 of 1313Page 637 of 1313Page 638 of 1313Page 639 of 1313Page 640 of 1313Page 641 of 1313Page 642 of 1313Page 643 of 1313Page 644 of 1313 Z-2-2024 DEPARTMENT COMMENTS – CCDOT REVISED 08/29/25 Roadway Roadway Speed limit Jurisdictional Min. R.O.W. classification (MPH) control requirements Atlanta Road Arterial 45 Cobb County 100’ Roadway Location Average daily Level of service trips Atlanta Road West of Plant Atkinson Road 20,400 C Based on 2022 AADT counting data taken by GDOT, as published on their website, for Atlanta Road. Planning Level of Service based on available Average Daily Trips using GRTA guideline thresholds. Classification thresholds for LOS A and LOS B are not available for arterial roadways from this data source. LOS C or D is acceptable based on GDOT Design Policy Manual criteria. ITE Expected AM PM Land Description Size In Out Total In Out Total Daily (vpd) Use (DU) (vph) (vph) (vph) (vph) (vph) (vph) Multifamily 221 Housing 299 25 86 111 71 46 117 1,357 (Mid Rise) vph = vehicles per hour, vpd = vehicles per day, DU = dwelling unit Development gross trip generation based on available development size and rates from the Institute of Transportation Engineers (ITE) Trip Generation, 11th edition. Comments and observations Received Stipulation Letter (August 25, 2025) and revised Site Plan (dated August 14, 2025). These comments are being revised based on the information received. Atlanta Road is classified as an arterial roadway and according to the available information the existing right-of-way does not meet the minimum requirements for this classification. In accordance with Cobb County Code 134-121 and based on site plan received November 15, 2023, this development requires a traffic study submittal. CCDOT held meetings with the Developer on September 22 and October 16, 2023. A Traffic Submittal 1 dated September 29, 2023, was received by Cobb DOT (CCDOT) on November 3, 2023. Comments for Submittal 1 were provided November 30, 2023, and a revised Submittal 1 was received on December 11, 2023. The revised Submittal 1 was approved on December 22, 2023. A full traffic study (Submittal 2) was then required and was received by Cobb DOT on January 11, 2024, and approved by Cobb DOT on January 26, 2024. A revised traffic study (dated and received August 22, 2025) was performed for the updated site plan (dated August 14, 2025) and was accepted by Cobb DOT on August 29, 2025. Page 645 of 1313 Z-2-2024 DEPARTMENT COMMENTS – CCDOT REVISED 08/29/25 (continued) The potential for a left turn movement from Atlanta Road westbound onto the Development was under consideration as part of this zoning application. After reviewing Submittal 1 and through meetings with the Developer, the back-to-back left turn lanes (as shown on the conceptual layout dated November 15, 2023) was the anticipated access configuration for the Build condition that was studied in the Traffic Study Submittal 2. Based on the results and review of Traffic Study Submittal 2, as well as additional field observations and conversations with GDOT staff, the entering left turn lane is not recommended. Cobb DOT therefore recommends all site access be limited to right-in right-out operation at a single access point. This driveway must also be placed outside the 300 feet of limited access that GDOT desires to maintain surrounding the I-285 ramp intersection. Recommendations 1. Recommend applicant, WITHIN 12 MONTHS OF ZONING APPROVAL, donate right-of-way on the south side of Atlanta Road, a minimum of 50’ from the roadway centerline, in accordance with Cobb County Development Standard 401.2, Right-of-Way. The stipulation letter (dated August 25, 2025, Stipulation 14) and revised site plan (dated August 14, 2025) appear to address this recommendation. 2. Recommend replacing any disturbed curb, gutter, and sidewalk along the Atlanta Road frontage. This recommendation is pursuant to Cobb County Development Standard 401.15, Curbs and Gutters (including subsections), Cobb County Development Standard 404 Sidewalks and Pathways, Cobb County Development Standard 405 Accessibility Requirements, and Cobb County Development Standard Detail 106, Concrete Curbs, Medians. The stipulation letter (dated August 25, 2025, Stipulation 14) and revised site plan (dated August 14, 2025) appear to address this recommendation. 3. Recommend Atlanta Road access point include deceleration lane, taper and/or improved curve radius to address safety because Atlanta Road is an arterial roadway. This recommendation is pursuant to Cobb County Development Standard 402.9, Deceleration Lanes/Roadway Improvements Along Existing Streets, and Cobb County Development Standard Detail 401A, Deceleration Lanes. Recommend location and design be determined during plan review, subject to CCDOT and GDOT approvals. The stipulation letter (dated August 25, 2025, Stipulation 14) and revised site plan (dated August 14, 2025) appear to address this recommendation. Page 646 of 1313Z-2-2024 DEPARTMENT COMMENTS – CCDOT REVISED 08/29/25 (continued) 4. Recommend a minimum of 50 feet straight-line distance from the edge of the right-of- way line on Atlanta Road to the first internal parking space or drive aisle to allow for vehicle stacking. This recommendation is pursuant to Cobb County Development Standard 402.8, Non-Residential Driveways. The stipulation letter (dated August 25, 2025, Stipulation 14) and revised site plan (dated August 14, 2025) appear to address this recommendation. 5. Recommend Georgia Department of Transportation (GDOT) permits for any work that encroaches upon State right-of-way. 6. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 647 of 1313Page 648 of 1313Page 649 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE Z-2-2024 SITE BACKGROUND Applicant Flournoy Development Group, LLC Phone 706-324-4000 Email cameron.bean@flournoydev.com, ryan.foster@flournoydev.com Representative Contact J. Kevin Moore Phone 770-429-1499 Email jkm@mijs.com Titleholder Cobb County Property Location Located on the west side of Atlanta Road and on the east side of I- 285, south of the intersection of I-285 and Atlanta Road Address 4600 Atlanta Road Access to Property Atlanta Road QUICK FACTS Commission District 2-Allen Current Zoning GC Current Use of Property Vacant lot Proposed Zoning RRC Proposed Use Multifamily residential Future Land Use CAC Site Acreage 3.79 District 17 Land Lot 763, 764 Parcel # 17076400030 Taxes Paid Exempt FINAL ZONING STAFF RECOMMENDATIONS (Zoning staff member: Cameron Jones) Based on the analysis of this case, Staff recommends APPROVAL subjected to the following: Page 650 of 1313Z-2-2024 DEPARTMENT COMMENTS – Zoning Division 1. Site plan received by the Zoning Division on November 15, 2023, with the District Commissioner approving minor modifications; 2. No more than 53 units per acre density; 3. FAR not to exceed 1.5; 4. All other variances stated in the Zoning comments; 5. Fire Department comments and recommendations; 6. Stormwater Management Division comments and recommendations; 7. Water and Sewer comments and recommendations; 8. Department of Transportation comments and recommendations; and 9. Planning Division comments and recommendations. Page 651 of 1313Z-2-2024 DEPARTMENT COMMENTS – Zoning Division Page 652 of 1313Z-2-2024 DEPARTMENT COMMENTS – Zoning Division Page 653 of 1313 Z-2-2024 DEPARTMENT COMMENTS – Zoning Division North Zoning: O&I, RM-8/ Self-Storage Facility, Townhomes RAC Future Land Use: WEST EAST Zoning: PVC/ Zoning: GC, Interstate 285, UVC, RM-12/ Apartments Gas Station, Shopping Center, Apartments Future Land Use: RAC Future Land Use: CAC, HDR SOUTH Zoning: LI/ Warehouse Facility Future Land Use: CAC Page 654 of 1313Z-2-2024 DEPARTMENT COMMENTS – Zoning Division Current zoning district for the property The GC district is established to provide locations for retail commercial and service uses which are oriented toward automotive businesses, are land intensive with a need for major road access and visibility, are generally not listed as a permitted uses within the NRC (neighborhood retail commercial) and CRC (community retail commercial) districts or may have existing stipulations and conditions that limit certain intensive uses and are located in areas delineated within a community activity center and regional activity center as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. Any existing GC district, developed or undeveloped, located within an area delineated within an industrial- compatible area or industrial area as shown on the comprehensive plan, shall be deemed to be a grandfathered, nonconforming use after January 1, 1991, and subject to those provisions contained in this chapter. Requested zoning district for the property The RRC district is established to provide locations for intense retail commercial, office or mixed uses which exceed 500,000 net square feet and which are designed and oriented to serve a regional market making up a community. Projects developed within the RRC district should be done so as compact unified centers. Ideally, projects developed within the RRC district should occupy an area adjacent to or having good access to interstate highways, which is delineated within a regional activity center as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. Summary of the applicant’s proposal The applicant is requesting to rezone the 3.79-acre site to the RRC regional retail commercial district in order to develop the property as a five (5) story multifamily residential building. The building will have 274 units for a total of 333,100 square feet of residential area. The architectural style of the building will include glass, masonry, fiber cement sidings, and metal balconies. On the side of the building there will be a parking deck comprising 412 spaces. Residential criteria Allowable units as zoned: 0 Proposed # of units: 274 Net density: 60.2** Increase of units: 274 Acres of floodplain/wetlands: 0 Impervious surface shown: Maximum 85% **Based on 4.55 acres under Code Section 134-167 Page 655 of 1313Z-2-2024 DEPARTMENT COMMENTS – Zoning Division Are there any zoning variances? Yes; 1. Reduce the front setback from required 50 feet to 0 feet; 2. Reduce the side setbacks from required 50 feet to 10 feet; 3. Increase the maximum FAR from 1.00 to 2.21; 4. Increase the maximum impervious coverage from 70% to 85%; and 5. Reduce the required parking ratio for multifamily dwelling units from 1.75 to 1.5 per dwelling unit; 6. Reduce minimum driveway offset from the property line from required 20 feet to 5 feet. Page 656 of 1313Z-02-2024 DEPARTMENT COMMENTS – Fire Department 12/19/24 The proposed zoning case must address the comments listed below by prescriptive code or equivalency, as approved by the Cobb County Fire Marshal’s Office Approval based on Professional Engineer-stamped plans that signify overall plan conformance to all Georgia State and Cobb County Codes. Design Professional and Developer maintain the sole responsibility for the design and for correcting all errors, omissions, problems, and code violations (if any) exposed during construction AFTER authorization by Cobb County. IFC 510- EMERGENCY RESPONDER RADIO COVERAGE: New buildings are required to provide radio coverage for emergency responders per the International Fire Code. Testing is required by a third party and when deemed necessary amplification systems are required before the building will be issued a certificate of occupancy. This serves as an early notification to owners and developers for budgeting purposes. FIRE DEPARTMENT ACCESS: All access roads shall meet the American Association of State and Highway Transportation Officials (AASHTO) design manual live load standard HS20 (75,000 lbs.) with an unobstructed vertical clearance of not less than 13 feet 6 inches. (Cobb County Development Standards 402.11) Maximum slope of the access road in reference to the apparatus is 10% Front to Back and 5% Side to Side. Maximum grade of roadways leading to Fire Access roads refer to the Cobb County Development Standard Section 400: 14% for Non-Residential. Maximum angle of departure is 8.5%. Aerial apparatus access shall be required for all structures over 30 feet in height measured from the lowest level of fire department access to the ceiling height of the highest occupied floor level. • Aerial fire apparatus access roads shall have a minimum width of 26 feet • Aerial fire apparatus access roads shall be at least 15 feet but no more than 30 ft from the structure. • Aerial fire apparatus access roads shall be positioned parallel to one entire side of the building. • No overhead utility and power lines shall be located within the aerial fire apparatus access. (IFC Appendix D105) MULTIPLE-FAMILY RESIDENTIAL DEVELOPMENTS Projects having more than 100 dwelling units. Multiple-family residential projects having more than 100 dwelling units shall be equipped throughout with two separate and approved fire apparatus access roads. Page 657 of 1313Z-02-2023 DEPARTMENT COMMENTS – Fire Department (continued) Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus access road when all buildings, including nonresidential occupancies, are equipped throughout with approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2 Projects having more than 200 dwelling units. Multiple-family residential projects having more than 200 dwelling units shall be provided with two separate and approved fire apparatus access roads regardless of whether they are equipped with an approved automatic sprinkler system. CERTIFICATE OF OCCUPANCY: Plans must be submitted to the Cobb County Fire Marshal’s Office to initiate the Certificate of Occupancy process. Site plan approval must be issued prior to approval of building plans. FIRE HYDRANT: The maximum distance of a hydrant to the most remote portion of a structure shall be 500 feet. Distance shall be measured around the structure and from the fire apparatus access road. A 500-foot radius around the hydrant is not an acceptable measurement for distance. Hydrants on the opposite side of a main ROW is not an acceptable measurement of distance. (Cobb County Development Standards 410.5.2) Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet for a 40-foot length centered on the fire hydrant, exclusive of shoulders (see Figure D103.1 in Appendix D). FIRE PROTECTION: Automatic sprinkler protection must be provided where mandated by the applicable codes. Jeff Byrd (770) 528-8814 Jeffrey.Byrd@cobbcounty.org Page 658 of 1313Z-2-2023 DEPARTMENT COMMENTS – Cemetery Preservation No comment Page 659 of 1313Z-2-2024 DEPARTMENT COMMENTS – School System 2/6/24 Approval of this petition may have an impact on the enrollment of schools since Nickajack ES is OVER capacity. School Student Capacity School Enrollment Capacity Status Nickajack ES 937 1206 +269 Campbell MS 1437 1263 -174 Campbell HS 3300 3039 -261 Page 660 of 1313Z-02-2024 DEPARTMENT COMMENTS – Stormwater Management 12/29/2023 Site Data 1. Address: 4600 Atlanta Road 2. District: 2 3. Existing Zoning: GC Existing Allowable Impervious Coverage: 70% 4. Proposed Zoning: RRC Allowable Future Impervious Coverage: 70% 5. Future Land Use: CAC Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: No Stormwater Information 1. Drainage Basin: Tributary to Chattahoochee 2. State Stream Buffers: No 3. County Stream Buffer Ordinance: No 4. Impaired Stream: No: If the site is within a one-mile radius of an impaired stream additional Erosion Control BMP’s per the State’s current requirements will be required. It is the Engineer’s responsibility to verify Impaired Streams per the State EPD’s list. 5. Hotspot: No. 6. Wetlands: No 7. Water Intake Zone: No. 8. Chattahoochee River Corridor: No. 9. Existing Onsite Ponds / Lake: No Topography Information 1. General site Description: The site exists at a localized high-point and all drainage from the site appears to discharge into an existing pipe system within the R/W of Atlanta Rd, near the southeastern corner of the site. 2. Downstream Description: Stormwater discharges through an existing pipe system within the Atlanta Rd R/W. 3. Potential or known drainage problems may exist downstream from this site. Project Design Comments and Recommendations The following comments and recommendations are typically required at the time of plan review and permitting. Page 661 of 1313 Z-02-2024 DEPARTMENT COMMENTS – Stormwater Management (continued) Proposed Project Onsite Design Requirements 1. At the time of plan review provide a comprehensive Hydrology Study and Design for the Stormwater Management Design will be required. The design and study shall be in accordance with the Georgia Stormwater Management Manual and the current Cobb County Codes. The design and study shall include but not limited to stormwater detention, runoff reduction and/or water quality, channel protection, and downstream flood prevention. 2. Project Engineer must evaluate the impact of increased volume of runoff generated by the proposed project on existing downstream drainage system(s). Including hydrologic routing of upstream and/or downstream detention ponds or lakes, if appropriate. 3. At the time of plan review calculate and provide the percentage of impervious coverage for the project site on the plans. 4. Recommend a pre-design concept meeting with Cobb County Stormwater Management Division. At the time of the Concept Meeting a proposed concept stormwater management plan shall be presented. 5. The existing and/or proposed onsite storm drain system and stormwater management facility is considered private. All annual inspections, maintenance and repairs are the responsibility of the property owner. A stormwater facility “Maintenance Agreement and Access Easement” will be required at the time of the land disturbance permit with the Cobb County Stormwater Management Division. 6. Stormwater discharges must be controlled not to exceed the existing capacity of the downstream storm drainage system including drainage swales and roadside ditches. 7. Any spring activity discovered must be addressed by a qualified registered geotechnical professional engineer (PE) at the expense of the owner/developer. 8. Structural fill must be placed under the direction of a qualified registered geotechnical engineer (PE) at the expense of the owner/developer. Special Conditions 1. The dumpster pad on this site, must be connected to sanitary sewer or an infiltration system must be provided to capture the dumpster pad runoff. 2. Per discussion with the applicant, an underground stormwater management system is proposed for this site, however no such system is shown on the submitted Zoning site plan. Page 662 of 1313 Z-2-2024 DEPARTMENT COMMENTS – Planning Division 12/29/2023 Comprehensive Plan Future Land Use Designation: Community Activity Center The subject tract is within the Community Activity Center (CAC). Community Activity Centers provides for areas that can meet the immediate needs of several neighborhoods or communities. Typical land uses for these areas include low- to mid-rise office buildings and department stores. Future Land Use Sub-Category? N/A Consistent Inconsistent House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If yes, which City: Smyrna Was the city notified? Yes Specific Area Policy Guidelines: Yes No Policy: Masterplan/ Corridor Study: Yes No Name of Masterplan/Corridor Study: N/A Design guidelines area? Yes No If yes, design guidelines area? Atlanta Road Does the proposal plan comply with the design requirements? No Is the property within an Opportunity Zone? Yes No If yes, Opportunity Zone? N/A (The Opportunity Zone is an incentive that provides $3,500 tax credit per job in eligible areas if two or more jobs are being created. This incentive is for new or existing businesses) Is the property within an Enterprise Zone? Yes No If yes, Enterprise Zone? N/A (The Enterprise Zone is an incentive that provides tax abatements and other economic incentives for qualifying businesses locating or expanding within designated areas for new jobs and capital investment) Is the property eligible for the Façade Improvement Yes No Program? (The Façade Improvement Program is an incentive for owners and tenants to enhance the appearance of buildings. The CDBG program provides the funding. Properties must be either on the current inventory of redevelopment sites or in a corridor study area and be in a census tract with at least 51% low and moderate income. The program serves to improve the economic viability of these areas.) Page 663 of 1313 Z-2-2022 DEPARTMENT COMMENTS – Planning Division (continued) Is the property eligible for incentives through the Yes No Commercial and Industrial Property Rehabilitation Program? (The Commercial and Industrial Property Rehabilitation Program Is an incentive that provides a reduction in ad valorem property taxes for qualifying redevelopment in eligible areas) Note: For more information on incentives, please call the Community Development Agency- Economic Development Division at 770-528-2018 or find information online at www.cobbcounty.org/econdev. Special District: Is this property within the Cumberland Special Yes No District #1 (hotel/motel fee)? Is this property within the Cumberland Special Yes No District #2 (ad valorem tax)? Is this property within the Six Flags Special Service District? Yes No Dobbins Air Reserve Base Zones: Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Historic Preservation: After consulting various county historic resources surveys, historic maps, archaeology surveys and Civil War trench location maps, staff finds that no known significant historic resources appear to be affected by this application. Page 664 of 1313 Z-02-2024 DEPARTMENT COMMENTS – Water and Sewer 12/29/23 – DATE OPTIONAL Water comments: At development: YES NO Fire flow test required: YES NO Size/location of existing water main(s): 8” in Atlanta Road Additional water comments: Sewer comments: In the drainage basin: YES NO At development: YES NO Approx. distance to nearest sewer: Atlanta Road ROW Estimated waste generation (in G.P.D.): Average daily = 35,880 Peak flow = 89,700 Treatment plant: South Cobb WRF Plant capacity: Yes NO Projected plant availability: 0-5 years 5-10 years over 10 years Off-site easement required: YES* NO *If off-site easements are required, the developer/owner must submit easements to Line capacity study required: YES NO CCWS for review and approval as to form and stipulations prior to the execution of Letter of allocation issued: YES NO easements by the property owners. All easement acquisitions are the responsibility of Septic tank recommended by this department: YES NO the developer/owner. Subject to Health Department approval: YES NO Additional sewer comments: Note: These comments only reflect what facilities were in existence at the time of this review. Developer may be required to install/upgrade water mains based on fire flow test results or Fire Department code. This will be addressed in the Plan Review process. The developer/owner will be responsible for connecting to the existing county water and sewer systems, installing and/or upgrading all outfalls & water mains, obtaining onsite and/or offsite easements, and dedication of onsite and/or offsite water and sewer to Cobb County as may be required. Rezoning does not guarantee water/sewer availability or capacity unless so stated in writing by the Cobb County Water System. Page 665 of 1313 Z-2-2024 DEPARTMENT COMMENTS – CCDOT Roadway Roadway Speed limit Jurisdictional Min. R.O.W. classification (MPH) control requirements Atlanta Road Arterial 45 Cobb County 100’ Roadway Location Average daily Level of service trips Atlanta Road West of Plant Atkinson Road 20,400 C Based on 2022 AADT counting data taken by GDOT, as published on their website, for Atlanta Road. Planning Level of Service based on available Average Daily Trips using GRTA guideline thresholds. Classification thresholds for LOS A and LOS B are not available for arterial roadways from this data source. LOS C or D is acceptable based on GDOT Design Policy Manual criteria. ITE Expected AM PM Land Description Size In Out Total In Out Total Daily (vpd) Use (DU) (vph) (vph) (vph) (vph) (vph) (vph) Multifamily 221 Housing 299 25 86 111 71 46 117 1,357 (Mid Rise) vph = vehicles per hour, vpd = vehicles per day, DU = dwelling unit Development gross trip generation based on available development size and rates from the Institute of Transportation Engineers (ITE) Trip Generation, 11th edition. Comments and observations Atlanta Road is classified as an arterial roadway and according to the available information the existing right-of-way does not meet the minimum requirements for this classification. In accordance with Cobb County Code 134-121 and based on site plan received November 15, 2023, this development requires a traffic study submittal. CCDOT held meetings with the Developer on September 22 and October 16, 2023. A Traffic Submittal 1 dated September 29, 2023 was received by Cobb DOT (CCDOT) on November 3, 2023. Comments for Submittal 1 were provided November 30, 2023 and a revised Submittal 1 was received on December 11, 2023. The revised Submittal 1 was approved on December 22, 2023. A full traffic study (Submittal 2) will be required. The potential for a left turn movement from Atlanta Road westbound onto the Development is under consideration. After reviewing Submittal 1 and through meetings with the Developer, the back-to-back left turn lanes (as shown on the conceptual layout dated November 15, 2023) is the anticipated access configuration for the Build condition. The approval of this left turn movement will depend on the results and review of Traffic Study Submittal 2. Page 666 of 1313Z-2-2024 DEPARTMENT COMMENTS – CCDOT (continued) The current site plan (received November 15, 2023) does have some engineering details (such as raised concrete island size and crosswalk placement) that will need further modification to meet Cobb County standards. These modifications can be negotiated during the plan review process. Recommendations 1. Recommend applicant consider entering into a development agreement pursuant to O.C.G.A. 36-71-13 for dedication of the following system improvements to mitigate traffic concerns: a) donation of right-of-way on the south side of Atlanta Road, a minimum of 50’ from the roadway centerline 2. Recommend replacing any disturbed curb, gutter, and sidewalk along the Atlanta Road frontage. This recommendation is pursuant to Cobb County Development Standard 401.15, Curbs and Gutters (including subsections), Cobb County Development Standard 404 Sidewalks and Pathways, Cobb County Development Standard 405 Accessibility Requirements, and Cobb County Development Standard Detail 106, Concrete Curbs, Medians. 3. Recommend Atlanta Road access point include deceleration lane, taper and/or improved curve radius to address safety because Atlanta Road is an arterial roadway. This recommendation is pursuant to Cobb County Development Standard 402.9, Deceleration Lanes/Roadway Improvements Along Existing Streets, and Cobb County Development Standard Detail 401A, Deceleration Lanes. Recommend location and design be determined during plan review, subject to CCDOT approval. The site plan dated November 15, 2023, complies with this requirement. 4. Recommend a minimum of 50 feet straight-line distance from the edge of the right-of- way line on Atlanta Road to the first internal parking space or drive aisle to allow for vehicle stacking. This recommendation is pursuant to Cobb County Development Standard 402.8, Non-Residential Driveways. 5. Recommend Georgia Department of Transportation (GDOT) permits for any work that encroaches upon State right-of-way. 6. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 667 of 1313Z-2-2024 DEPARTMENT COMMENTS – Zoning Division STAFF ANALYSIS Per section 134-122 of the Official Code of Cobb County, below is a written zoning analysis relating to the following (question in bold; the answer is not bold): A. Whether the zoning proposal will permit a use that is suitable in view of the use and development of adjacent and nearby property; It is Staff’s opinion that the zoning proposal will permit a use that is suitable in view of the use and development of adjacent and nearby property, if limited to four (4) stories resulting in a net density of 52.57 and a FAR no greater than 1.5. Development in the surrounding area includes other apartment communities such as The Old Ivy at Vinings community is to the northeast which has a net density of 9.06. The Flats at West Village and West Village Townhomes communities are to the west across Interstate 285 and have a net density of 22.83. The West Village Apartments that are also located to the west across Interstate 285 have a net density of 26.565. The area also contains other uses such as retail, restaurants, mixed use development, industrial, and offices. B. Whether the zoning proposal will adversely affect the existing use or usability of adjacent or nearby property; It is Staff’s opinion that the applicant’s rezoning proposal will not adversely affect the existing use or usability of adjacent or nearby properties, if limited to four (4) stories resulting in a net density of 52.57 and a FAR no greater than 1.5. The site lies adjacent to parcels with similar multifamily residential uses as the proposed apartment building and backs up directly to Interstate 285. C. Whether the zoning proposal will result in a use which will or could cause an excessive burdensome use of existing streets, transportation facilities, utilities, or schools; It is Staff’s opinion that the applicant’s zoning proposal will not result in a use which will or could cause an excessive burdensome use of existing streets, transportation facilities, utilities, or schools, if limited to four (4) stories resulting in a net density of 52.57 and a FAR no greater than 1.5. This opinion is supported by the departmental comments contained in this analysis. D. Whether the zoning proposal is in conformity with the policies and intent of the comprehensive plan; It is Staff’s opinion that the zoning proposal is not in conformity with the Cobb County Comprehensive Plan which delineates this property as being within the Community Activity Center (CAC) future land use category. The requested RRC zoning district and the proposed use are not compatible with the CAC land use designation. The proposed use and zoning designation are both compatible with Regional Activity Centers (RAC). It should be noted there is a RAC to the north and to the west of the proposal. Page 668 of 1313Z-2-2024 DEPARTMENT COMMENTS – Zoning Division E. Whether there are other existing or changing conditions affecting the use and development of the property which give supporting grounds for either approval or disapproval of the zoning proposal; It is Staff’s opinion that there are existing and changing conditions affecting the use and development of the property which give grounds for approving the applicant’s rezoning proposal, but at a lower density. Although the existing future land use designation is not supportive of the residential usage, the request is consistent with developments in the immediate area. Also, though the request involves certain variances including an increase in the maximum FAR allowed for the site, the site’s net density can be supported when reducing the height to four (4) stories instead of five (5) stories which would be more consistent with the heights of the surrounding developments. If limited to four (4) stories, it would result in a net density of 52.57 and a FAR no greater than 1.5. The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions of the Planning and Zoning Staff and are by no means the final decision. The Cobb County Board of Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public hearing. Page 669 of 1313Page 670 of 1313Page 671 of 1313Page 672 of 1313Page 673 of 1313Page 674 of 1313Page 675 of 1313Page 676 of 1313Page 677 of 1313 P REZONING NOTES P SITE SUMMARY: P LAND LOT 763 & 764 17TH DISTRICT - 2ND SECTION P CURRENT ZONING: GENERAL COMMERCIAL (GC) PROPOSED ZONING: REGIONAL RETAIL COMMERCIAL (RRC) G P SITE AREA: 3.79 AC ROW DEDICATION: 0.15 AC G WWW.KIMLEY-HORN.COM ADJUSTED SITE AREA: 3.36 AC PHONE (404) 419-8700 G ATLANTA, GEORGIA 30309 2025 KIMLEY-HORN AND ASSOCIATES, INC. P FUTURE INTERSTATE © EXPANSION RIGHT-OF-WAY: 0.28 AC G 1200 PEACHTREE STREET, NE SUITE 800 G PROPOSED BUILDING SETBACK: P FRONT: 0 FT G G SIDE: 10 FT PREPARED BY REAR: 10 FT P MAXIMUM BUILDING HEIGHT: 70 FT G G MAXIMUM IMPERVIOUS %: 85% (SEE VARIANCE BELOW) P PROPOSED LAND USES & DENSITIES: G G MULTIFAMILY RESIDENTIAL 249 UNITS P PARKING SUMMARY: G G REQUIRED PARKING: 374 SPACES (TOTAL) MULTIFAMILY (249 UNITS) 374 SPACES (1.50/UNIT) P 706.243.9243 G PROPOSED PARKING: 374 SPACES (TOTAL) UT MULTIFAMILY PARKING 374 SPACES (1.50/UNIT) UT STANDARD 366 SPACES GROUP UT PHONE: 100' TAPER HANDICAP 8 SPACES COLUMBUS, GA 31904 P UT G 1. THIS SITE IS NOT IN A FLOODPLAIN. FLOURNOY EXISTING RIGHT-OF-WAY LINE / PROPERTY LINE 1100 BROOKSTONE CENTRE PKWY RIGHT-OF-WAY LINE DEVELOPMENT BIKE P 2. THE SITE DOES NOT CONTAIN LAKES, STREAMS, OR STREAM PROPERTY LINE X G BUFFERS. UT 12' DECELERATION LANE (MEASURED FROM PROPOSED STRIPE TO PROPOSED P 3. THIS SITE DOES NOT CONTAIN A CEMETERY. PREPARED FOR X FACE OF CURB G UT 4. THE PROPOSED BUILDING INFORMATION SHOWN HEREON IS BY APPROXIMATE AND SUBJECT TO CHANGE AS DESIGN DEVELOPS. P PROPOSED 0 FT FRONT W X SETBACK LINE G 5. ALL PARKING COUNTS ARE APPROXIMATE AND SUBJECT TO UT CHANGE AS DESIGN DEVELOPS. PARKING COUNTS WILL EXCEED DATE 08.14.2025 P TOTALS SHOWN ABOVE. 11.25.2025 199' STACKING PROPOSED RIGHT-OF-WAY W LINE / PROPERTY LINE G X 6. IT IS UNDERSTOOD THAT THE SITE MUST COMPLY WITH ALL PROPOSED 3' LANDSCAPE UT BUFFER (TYP.) P APPLICABLE ADA STANDARDS, INCLUDING PARKING AND CONNECTIVITY, AND WILL BE DESIGNED AND DETAILED AS SUCH. PROPOSED 5' W SIDEWALK (TYP.) X P 7. IF ACCESS GATES ARE REQUIRED THEY WILL BE PLACED 100FT UT FROM EDGE OF EXISTING RIGHT OF WAY. G W 8. UNDERGROUND STORMWATER DETENTION WILL BE PROVIDED ON SITE PER COBB COUNTY STORMWATER STANDARDS AND X UT REQUIREMENTS. G P W P UT PROPOSED 10FT SIDE G SETBACK LINE VARIANCE REQUEST SUMMARY W P SETBACK VARIANCES: UT G · REDUCTION OF THE PARCEL'S FRONT BUILDING SETBACK REVISED ZONING PLAN REVISED ZONING PLAN PROPOSED 8' FROM 50 FT TO 0 FT. ISSUANCE AND REVISION DESCRIPTIONS W CROSSWALK & R35' STOP BAR (TYP.) · REDUCTION OF THE PARCEL'S SIDE BUILDING SETBACK FROM No. UT G 50 FT. TO 10 FT. 12' W DESIGN VARIANCES: G · VARIATION FROM MAXIMUM FAR OF 1.00 TO FAR OF 2.30. UT PROPOSED FAR IS BASED OFF PROPERTY AREA AFTER R35' W DEDICATION ALONG ATLANTA ROAD. (FUTURE INTERSTATE 12' ROW TAKE NOT INCLUDED IN CALCULATION) G G 50' TAPER W UT · VARIATION FROM MAXIMUM IMPERVIOUS SURFACE OF 70% TO DISTRICT 85% ALONG ATLANTA ROAD. (FUTURE INTERSTATE ROW TAKE G NOT INCLUDED IN CALCULATION) W 17TH , SMYRNA, GA 30080 PROPOSED MULTI-FAMILY BUILDING G , PROPOSED PARKING DECK 4 STORIES ALONG ATLANTA RD/5 STORIES ON I-285 UT · VARIATION FROM MINIMUM 20 FT DRIVEWAY OFFSET FROM 17076400030 374 TOTAL SPACES 249 UNITS THE PROPERTY LINE (DEVELOPMENT STD SEC. 403.1.2) TO 5 FT. 130,000 GSF 288,000 GSF G W 138' STACKING 763 & 764 G · VARIATION FROM MULTIFAMILY PARKING REQUIREMENT OF 12' TURN LANE 1.75 SPACES PER UNIT TO 1.5 SPACES PER UNIT. UT (MEASURED FROM EDGE PARCEL ID: OF EXISTING TRAVEL LANE TO PROPOSEDG STRIPING) W 11' TRAVEL LANE LAND LOT G FUTURE INTERSTATE EXPANSION 11' TRAVEL LANE 4600 ATLANTA ROAD 2' STRIPED MEDIAN PROPERTY LINE NOTE RIGHT-OF-WAY TAKE UT 12' DECELERATION LANE (MEASURED FROM PROPOSED G 4600 ATLANTA ROAD W · PROPERTY LINE SHOWS COMBINATION OF TRACTS 1 AND 2. STRIPE TO PROPOSED 5' BIKE LANE EXISTINGBIKE 4' WIDE MEDIAN G FACE OF CURB WITH BRICK INLAY TO REMAIN THE COMBINED TRACTS ARE SHOW IN COBB COUNTY GIS AS PIN: 17076400030 PROJECT UT G PROPOSED FIRE ACCESS TURNAROUND W G RIGHT-OF-WAY LINE PROPERTY LINE UT PROPOSED RIGHT-OF-WAY G W LINE / PROPERTY LINE G R35' R26' EXISTING PROPOSED 10FT SIDE PROPOSED ACCESS FOR RIGHT-OF-WAY LINE G UT SETBACK LINE W LOADING, FIRE, AND SECONDARY PROPOSED 8' CAR ACCESS G 24' R26' CROSSWALK & STOP 11.25.2025 BAR (TYP.) 15' STOP R25' 2' CURBED MEDIAN GSWCC NO. W X UT 0000076496 X 12' (LEVEL II) X R49' G X X 24' X R35' DRAWN BY BAC 10' SS G SS G DESIGNED BY G W X X W ZLR SS G G REVIEWED BY G P ZLR G DATE 11.25.2025 W W G SS G PROJECT NO. 19598015 P TITLE W W SS G REZONING SITE P PLAN GRAPHIC SCALE IN FEET W 0 20 40 80 NORTH SS SHEET NUMBER G P C0.10 Drawing name: K:\AMT_CIVIL\019598015_4600 Atlanta Road\CAD\Plansheets\C0.10 - REZONING SITE PLAN.dwg C0.10 PLAN Nov 25, 2025 6:19pm by: kate.triplett This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. Page 678 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  Z‐2‐2024   SITE BACKGROUND  Applicant       Flournoy Development Group, LLC  Phone       706‐324‐4000  Email     cameron.bean@flournoydev.com, ryan.foster@flournoydev.com  Representative Contact   J. Kevin Moore  Phone       770‐429‐1499  Email     jkm@mijs.com  Titleholder       Cobb County  Property Location   Located on the west side of Atlanta Road and on the east side of I‐ 285, south of the intersection of I‐285 and Atlanta Road  Address     4600 Atlanta Road  Access to Property     Atlanta Road  QUICK FACTS  Commission District    2‐Allen  Current Zoning     GC  Current Use of Property  Vacant lot  Proposed Zoning     RRC  Proposed Use     Multifamily residential  Future Land Use     CAC  Site Acreage      3.79  District       17  Land Lot       763, 764  Parcel #       17076400030  Taxes Paid       Exempt    FINAL ZONING STAFF RECOMMENDATIONS  (Zoning staff member: Cameron Jones)   Based on the analysis of this case, Staff recommends APPROVAL subjected to the following:    Page 679 of 1313Z‐2‐2024  DEPARTMENT COMMENTS – Zoning Division      1. Revised site plan dated November 25, 2025, with the District Commissioner approving  minor modifications;   2. No more than 53 units per acre density;  3. FAR not to exceed 1.5;   4. All other variances stated in the Zoning comments;   5. Fire Department comments and recommendations;  6. Stormwater Management Division comments and recommendations;  7. Water and Sewer comments and recommendations;  8. Department of Transportation comments and recommendations; and   9. Planning Division comments and recommendations.    Page 680 of 1313Z‐2‐2024  DEPARTMENT COMMENTS – Zoning Division      Page 681 of 1313Z‐2‐2024  DEPARTMENT COMMENTS – Zoning Division      Page 682 of 1313 Z‐2‐2024  DEPARTMENT COMMENTS – Zoning Division        North  Zoning: O&I, RM‐8/ Self‐Storage Facility, Townhomes   RAC Future Land Use:          WEST    EAST  Zoning: PVC/    Zoning: GC,  Interstate  285,  UVC, RM‐12/  Apartments   Gas Station,    Shopping    Center,    Apartments   Future Land  Use: RAC       Future Land  Use: CAC, HDR                SOUTH    Zoning: LI/ Warehouse Facility   Future Land Use: CAC  Page 683 of 1313 Z‐2‐2024  DEPARTMENT COMMENTS – Zoning Division      Current zoning district for the property    The GC district is established to provide locations for retail commercial and service uses which  are oriented toward automotive businesses, are land intensive with a need for major road  access and visibility, are generally not listed as a permitted uses within the NRC (neighborhood  retail commercial) and CRC (community retail commercial) districts or may have existing  stipulations and conditions that limit certain intensive uses and are located in areas delineated  within a community activity center and regional activity center as defined and shown on the  Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. Any existing  GC district, developed or undeveloped, located within an area delineated within an industrial‐ compatible area or industrial area as shown on the comprehensive plan, shall be deemed to be  a grandfathered, nonconforming use after January 1, 1991, and subject to those provisions  contained in this chapter.    Requested zoning district for the property    The RRC district is established to provide locations for intense retail commercial, office or mixed  uses which exceed 500,000 net square feet and which are designed and oriented to serve a  regional market making up a community. Projects developed within the RRC district should be  done so as compact unified centers. Ideally, projects developed within the RRC district should  occupy an area adjacent to or having good access to interstate highways, which is delineated  within a regional activity center as defined and shown on the Cobb County Comprehensive  Plan: A Policy Guide, adopted November 27, 1990.    Summary of the applicant’s proposal    The applicant is requesting to rezone the 3.79‐acre site to the RRC regional retail commercial  district in order to develop the property as a multifamily residential building that is up to five  (5) stories.  The building will have 249 units for a total of 288,000 square feet of residential  area. The architectural style of the building will include glass, masonry, fiber cement sidings,  and metal balconies. On the side of the building there will be a parking deck comprising 374  spaces.       Residential criteria    Allowable units as zoned: 0  Proposed # of units: 249  Net density: 54.7**  Increase of units: 249  Acres of floodplain/wetlands: 0  Impervious surface shown: Maximum 85%  **Based on 4.55 acres under Code Section 134-167    Page 684 of 1313 Z‐2‐2024  DEPARTMENT COMMENTS – Zoning Division      Are there any zoning variances?    Yes;  1. Reduce the front setback from required 50 feet to 0 feet;  2. Reduce the side setbacks from required 50 feet to 10 feet;  3. Increase the maximum FAR from 1.00 to 2.30;  4. Increase the maximum impervious coverage from 70% to 85%; and  5. Reduce the required parking ratio for multifamily dwelling units from 1.75 to 1.5 per  dwelling unit;   6. Reduce minimum driveway offset from the property line from required 20 feet to 5 feet.                                      STAFF ANALYSIS  Page 685 of 1313Z-02-2024 DEPARTMENT COMMENTS – Fire Department 12/19/24 The proposed zoning case must address the comments listed below by prescriptive code or equivalency, as approved by the Cobb County Fire Marshal’s Office Approval based on Professional Engineer-stamped plans that signify overall plan conformance to all Georgia State and Cobb County Codes. Design Professional and Developer maintain the sole responsibility for the design and for correcting all errors, omissions, problems, and code violations (if any) exposed during construction AFTER authorization by Cobb County. IFC 510- EMERGENCY RESPONDER RADIO COVERAGE: New buildings are required to provide radio coverage for emergency responders per the International Fire Code. Testing is required by a third party and when deemed necessary amplification systems are required before the building will be issued a certificate of occupancy. This serves as an early notification to owners and developers for budgeting purposes. FIRE DEPARTMENT ACCESS: All access roads shall meet the American Association of State and Highway Transportation Officials (AASHTO) design manual live load standard HS20 (75,000 lbs.) with an unobstructed vertical clearance of not less than 13 feet 6 inches. (Cobb County Development Standards 402.11) Maximum slope of the access road in reference to the apparatus is 10% Front to Back and 5% Side to Side. Maximum grade of roadways leading to Fire Access roads refer to the Cobb County Development Standard Section 400: 14% for Non-Residential. Maximum angle of departure is 8.5%. Aerial apparatus access shall be required for all structures over 30 feet in height measured from the lowest level of fire department access to the ceiling height of the highest occupied floor level. • Aerial fire apparatus access roads shall have a minimum width of 26 feet • Aerial fire apparatus access roads shall be at least 15 feet but no more than 30 ft from the structure. • Aerial fire apparatus access roads shall be positioned parallel to one entire side of the building. • No overhead utility and power lines shall be located within the aerial fire apparatus access. (IFC Appendix D105) MULTIPLE-FAMILY RESIDENTIAL DEVELOPMENTS Projects having more than 100 dwelling units. Multiple-family residential projects having more than 100 dwelling units shall be equipped throughout with two separate and approved fire apparatus access roads. Page 686 of 1313Z-02-2023 DEPARTMENT COMMENTS – Fire Department (continued) Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus access road when all buildings, including nonresidential occupancies, are equipped throughout with approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2 Projects having more than 200 dwelling units. Multiple-family residential projects having more than 200 dwelling units shall be provided with two separate and approved fire apparatus access roads regardless of whether they are equipped with an approved automatic sprinkler system. CERTIFICATE OF OCCUPANCY: Plans must be submitted to the Cobb County Fire Marshal’s Office to initiate the Certificate of Occupancy process. Site plan approval must be issued prior to approval of building plans. FIRE HYDRANT: The maximum distance of a hydrant to the most remote portion of a structure shall be 500 feet. Distance shall be measured around the structure and from the fire apparatus access road. A 500-foot radius around the hydrant is not an acceptable measurement for distance. Hydrants on the opposite side of a main ROW is not an acceptable measurement of distance. (Cobb County Development Standards 410.5.2) Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet for a 40-foot length centered on the fire hydrant, exclusive of shoulders (see Figure D103.1 in Appendix D). FIRE PROTECTION: Automatic sprinkler protection must be provided where mandated by the applicable codes. Jeff Byrd (770) 528-8814 Jeffrey.Byrd@cobbcounty.org Page 687 of 1313Z-2-2023 DEPARTMENT COMMENTS – Cemetery Preservation No comment Page 688 of 1313Z-2-2024 DEPARTMENT COMMENTS – School System 2/6/24 Approval of this petition may have an impact on the enrollment of schools since Nickajack ES is OVER capacity. School Student Capacity School Enrollment Capacity Status Nickajack ES 937 1206 +269 Campbell MS 1437 1263 -174 Campbell HS 3300 3039 -261 Page 689 of 1313Z-02-2024 DEPARTMENT COMMENTS – Stormwater Management 12/29/2023 Site Data 1. Address: 4600 Atlanta Road 2. District: 2 3. Existing Zoning: GC Existing Allowable Impervious Coverage: 70% 4. Proposed Zoning: RRC Allowable Future Impervious Coverage: 70% 5. Future Land Use: CAC Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: No Stormwater Information 1. Drainage Basin: Tributary to Chattahoochee 2. State Stream Buffers: No 3. County Stream Buffer Ordinance: No 4. Impaired Stream: No: If the site is within a one-mile radius of an impaired stream additional Erosion Control BMP’s per the State’s current requirements will be required. It is the Engineer’s responsibility to verify Impaired Streams per the State EPD’s list. 5. Hotspot: No. 6. Wetlands: No 7. Water Intake Zone: No. 8. Chattahoochee River Corridor: No. 9. Existing Onsite Ponds / Lake: No Topography Information 1. General site Description: The site exists at a localized high-point and all drainage from the site appears to discharge into an existing pipe system within the R/W of Atlanta Rd, near the southeastern corner of the site. 2. Downstream Description: Stormwater discharges through an existing pipe system within the Atlanta Rd R/W. 3. Potential or known drainage problems may exist downstream from this site. Project Design Comments and Recommendations The following comments and recommendations are typically required at the time of plan review and permitting. Page 690 of 1313 Z-02-2024 DEPARTMENT COMMENTS – Stormwater Management (continued) Proposed Project Onsite Design Requirements 1. At the time of plan review provide a comprehensive Hydrology Study and Design for the Stormwater Management Design will be required. The design and study shall be in accordance with the Georgia Stormwater Management Manual and the current Cobb County Codes. The design and study shall include but not limited to stormwater detention, runoff reduction and/or water quality, channel protection, and downstream flood prevention. 2. Project Engineer must evaluate the impact of increased volume of runoff generated by the proposed project on existing downstream drainage system(s). Including hydrologic routing of upstream and/or downstream detention ponds or lakes, if appropriate. 3. At the time of plan review calculate and provide the percentage of impervious coverage for the project site on the plans. 4. Recommend a pre-design concept meeting with Cobb County Stormwater Management Division. At the time of the Concept Meeting a proposed concept stormwater management plan shall be presented. 5. The existing and/or proposed onsite storm drain system and stormwater management facility is considered private. All annual inspections, maintenance and repairs are the responsibility of the property owner. A stormwater facility “Maintenance Agreement and Access Easement” will be required at the time of the land disturbance permit with the Cobb County Stormwater Management Division. 6. Stormwater discharges must be controlled not to exceed the existing capacity of the downstream storm drainage system including drainage swales and roadside ditches. 7. Any spring activity discovered must be addressed by a qualified registered geotechnical professional engineer (PE) at the expense of the owner/developer. 8. Structural fill must be placed under the direction of a qualified registered geotechnical engineer (PE) at the expense of the owner/developer. Special Conditions 1. The dumpster pad on this site, must be connected to sanitary sewer or an infiltration system must be provided to capture the dumpster pad runoff. 2. Per discussion with the applicant, an underground stormwater management system is proposed for this site, however no such system is shown on the submitted Zoning site plan. Page 691 of 1313 Z-2-2024 DEPARTMENT COMMENTS – Planning Division 12/29/2023 Comprehensive Plan Future Land Use Designation: Community Activity Center The subject tract is within the Community Activity Center (CAC). Community Activity Centers provides for areas that can meet the immediate needs of several neighborhoods or communities. Typical land uses for these areas include low- to mid-rise office buildings and department stores. Future Land Use Sub-Category? N/A Consistent Inconsistent House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If yes, which City: Smyrna Was the city notified? Yes Specific Area Policy Guidelines: Yes No Policy: Masterplan/ Corridor Study: Yes No Name of Masterplan/Corridor Study: N/A Design guidelines area? Yes No If yes, design guidelines area? Atlanta Road Does the proposal plan comply with the design requirements? No Is the property within an Opportunity Zone? Yes No If yes, Opportunity Zone? N/A (The Opportunity Zone is an incentive that provides $3,500 tax credit per job in eligible areas if two or more jobs are being created. This incentive is for new or existing businesses) Is the property within an Enterprise Zone? Yes No If yes, Enterprise Zone? N/A (The Enterprise Zone is an incentive that provides tax abatements and other economic incentives for qualifying businesses locating or expanding within designated areas for new jobs and capital investment) Is the property eligible for the Façade Improvement Yes No Program? (The Façade Improvement Program is an incentive for owners and tenants to enhance the appearance of buildings. The CDBG program provides the funding. Properties must be either on the current inventory of redevelopment sites or in a corridor study area and be in a census tract with at least 51% low and moderate income. The program serves to improve the economic viability of these areas.) Page 692 of 1313 Z-2-2022 DEPARTMENT COMMENTS – Planning Division (continued) Is the property eligible for incentives through the Yes No Commercial and Industrial Property Rehabilitation Program? (The Commercial and Industrial Property Rehabilitation Program Is an incentive that provides a reduction in ad valorem property taxes for qualifying redevelopment in eligible areas) Note: For more information on incentives, please call the Community Development Agency- Economic Development Division at 770-528-2018 or find information online at www.cobbcounty.org/econdev. Special District: Is this property within the Cumberland Special Yes No District #1 (hotel/motel fee)? Is this property within the Cumberland Special Yes No District #2 (ad valorem tax)? Is this property within the Six Flags Special Service District? Yes No Dobbins Air Reserve Base Zones: Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Historic Preservation: After consulting various county historic resources surveys, historic maps, archaeology surveys and Civil War trench location maps, staff finds that no known significant historic resources appear to be affected by this application. Page 693 of 1313 Z-02-2024 DEPARTMENT COMMENTS – Water and Sewer 12/29/23 – DATE OPTIONAL Water comments: At development: YES NO Fire flow test required: YES NO Size/location of existing water main(s): 8” in Atlanta Road Additional water comments: Sewer comments: In the drainage basin: YES NO At development: YES NO Approx. distance to nearest sewer: Atlanta Road ROW Estimated waste generation (in G.P.D.): Average daily = 35,880 Peak flow = 89,700 Treatment plant: South Cobb WRF Plant capacity: Yes NO Projected plant availability: 0-5 years 5-10 years over 10 years Off-site easement required: YES* NO *If off-site easements are required, the developer/owner must submit easements to Line capacity study required: YES NO CCWS for review and approval as to form and stipulations prior to the execution of Letter of allocation issued: YES NO easements by the property owners. All easement acquisitions are the responsibility of Septic tank recommended by this department: YES NO the developer/owner. Subject to Health Department approval: YES NO Additional sewer comments: Note: These comments only reflect what facilities were in existence at the time of this review. Developer may be required to install/upgrade water mains based on fire flow test results or Fire Department code. This will be addressed in the Plan Review process. The developer/owner will be responsible for connecting to the existing county water and sewer systems, installing and/or upgrading all outfalls & water mains, obtaining onsite and/or offsite easements, and dedication of onsite and/or offsite water and sewer to Cobb County as may be required. Rezoning does not guarantee water/sewer availability or capacity unless so stated in writing by the Cobb County Water System. Page 694 of 1313 Z-2-2024 DEPARTMENT COMMENTS – CCDOT Roadway Roadway Speed limit Jurisdictional Min. R.O.W. classification (MPH) control requirements Atlanta Road Arterial 45 Cobb County 100’ Roadway Location Average daily Level of service trips Atlanta Road West of Plant Atkinson Road 20,400 C Based on 2022 AADT counting data taken by GDOT, as published on their website, for Atlanta Road. Planning Level of Service based on available Average Daily Trips using GRTA guideline thresholds. Classification thresholds for LOS A and LOS B are not available for arterial roadways from this data source. LOS C or D is acceptable based on GDOT Design Policy Manual criteria. ITE Expected AM PM Land Description Size In Out Total In Out Total Daily (vpd) Use (DU) (vph) (vph) (vph) (vph) (vph) (vph) Multifamily 221 Housing 299 25 86 111 71 46 117 1,357 (Mid Rise) vph = vehicles per hour, vpd = vehicles per day, DU = dwelling unit Development gross trip generation based on available development size and rates from the Institute of Transportation Engineers (ITE) Trip Generation, 11th edition. Comments and observations Atlanta Road is classified as an arterial roadway and according to the available information the existing right-of-way does not meet the minimum requirements for this classification. In accordance with Cobb County Code 134-121 and based on site plan received November 15, 2023, this development requires a traffic study submittal. CCDOT held meetings with the Developer on September 22 and October 16, 2023. A Traffic Submittal 1 dated September 29, 2023 was received by Cobb DOT (CCDOT) on November 3, 2023. Comments for Submittal 1 were provided November 30, 2023 and a revised Submittal 1 was received on December 11, 2023. The revised Submittal 1 was approved on December 22, 2023. A full traffic study (Submittal 2) will be required. The potential for a left turn movement from Atlanta Road westbound onto the Development is under consideration. After reviewing Submittal 1 and through meetings with the Developer, the back-to-back left turn lanes (as shown on the conceptual layout dated November 15, 2023) is the anticipated access configuration for the Build condition. The approval of this left turn movement will depend on the results and review of Traffic Study Submittal 2. Page 695 of 1313Z-2-2024 DEPARTMENT COMMENTS – CCDOT (continued) The current site plan (received November 15, 2023) does have some engineering details (such as raised concrete island size and crosswalk placement) that will need further modification to meet Cobb County standards. These modifications can be negotiated during the plan review process. Recommendations 1. Recommend applicant consider entering into a development agreement pursuant to O.C.G.A. 36-71-13 for dedication of the following system improvements to mitigate traffic concerns: a) donation of right-of-way on the south side of Atlanta Road, a minimum of 50’ from the roadway centerline 2. Recommend replacing any disturbed curb, gutter, and sidewalk along the Atlanta Road frontage. This recommendation is pursuant to Cobb County Development Standard 401.15, Curbs and Gutters (including subsections), Cobb County Development Standard 404 Sidewalks and Pathways, Cobb County Development Standard 405 Accessibility Requirements, and Cobb County Development Standard Detail 106, Concrete Curbs, Medians. 3. Recommend Atlanta Road access point include deceleration lane, taper and/or improved curve radius to address safety because Atlanta Road is an arterial roadway. This recommendation is pursuant to Cobb County Development Standard 402.9, Deceleration Lanes/Roadway Improvements Along Existing Streets, and Cobb County Development Standard Detail 401A, Deceleration Lanes. Recommend location and design be determined during plan review, subject to CCDOT approval. The site plan dated November 15, 2023, complies with this requirement. 4. Recommend a minimum of 50 feet straight-line distance from the edge of the right-of- way line on Atlanta Road to the first internal parking space or drive aisle to allow for vehicle stacking. This recommendation is pursuant to Cobb County Development Standard 402.8, Non-Residential Driveways. 5. Recommend Georgia Department of Transportation (GDOT) permits for any work that encroaches upon State right-of-way. 6. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 696 of 1313Z‐2‐2024  DEPARTMENT COMMENTS – Zoning Division      Per section 134‐122 of the Official Code of Cobb County, below is a written zoning analysis  relating to the following (question in bold; the answer is not bold):    A. Whether the zoning proposal will permit a use that is suitable in view of the use and  development of adjacent and nearby property;   It is Staff’s opinion that the zoning proposal will permit a use that is suitable in view of  the use and development of adjacent and nearby property, if limited to four (4) stories  resulting in a net density of 52.57 and a FAR no greater than 1.5. Development in the  surrounding area includes other townhouse/condominium communities such as The  Old Ivy at Vinings community is to the northeast which has a net density of 9.06. The  Flats at West Village and West Village Townhomes communities are to the west across  Interstate 285 and have a net density of 22.83.  The West Village Apartments that are  also located to the west across Interstate 285 have a net density of 26.565. The area  also contains other uses such as retail, restaurants, mixed use development, industrial,  and offices.           B. Whether the zoning proposal will adversely affect the existing use or usability of  adjacent or nearby property;   It is Staff’s opinion that the applicant’s rezoning proposal will not adversely affect the  existing use or usability of adjacent or nearby properties, if limited to four (4) stories  resulting in a net density of 52.57 and a FAR no greater than 1.5. The site lies adjacent  to parcels with similar multifamily residential uses as the proposed apartment building  and backs up directly to Interstate 285.           C. Whether the zoning proposal will result in a use which will or could cause an  excessive burdensome use of existing streets, transportation facilities, utilities, or  schools;   It is Staff’s opinion that the applicant’s zoning proposal will not result in a use which will  or could cause an excessive burdensome use of existing streets, transportation  facilities, utilities, or schools, if limited to four (4) stories resulting in a net density of  52.57 and a FAR no greater than 1.5. This opinion is supported by the departmental  comments contained in this analysis.           D. Whether the zoning proposal is in conformity with the policies and intent of the  comprehensive plan;   It is Staff’s opinion that the zoning proposal is not in conformity with the Cobb County  Comprehensive Plan which delineates this property as being within the Community  Activity Center (CAC) future land use category. The requested RRC zoning district and  the proposed use are not compatible with the CAC land use designation. The proposed  use and zoning designation are both compatible with Regional Activity Centers (RAC). It  should be noted there is a RAC to the north and to the west of the proposal.         Page 697 of 1313Z‐2‐2024  DEPARTMENT COMMENTS – Zoning Division      E. Whether there are other existing or changing conditions affecting the use and  development of the property which give supporting grounds for either approval or  disapproval of the zoning proposal;   It is Staff’s opinion that there are existing and changing conditions affecting the use and  development of the property which give grounds for approving the applicant’s rezoning  proposal, but at a lower density. Although the existing future land use designation is  not supportive of the residential usage, the request is consistent with developments in  the immediate area.  Also, though the request involves certain variances including an  increase in the maximum FAR allowed for the site, the site’s net density can be  supported when reducing the height to four (4) stories instead of five (5) stories which  would be more consistent with the heights of the surrounding developments. If limited  to four (4) stories, it would result in a net density of 52.57 and a FAR no greater than  1.5.              The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions  of the Planning and Zoning Staff and are by no means the final decision.  The Cobb County Board of  Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public  hearing.        Page 698 of 1313Page 699 of 1313Page 700 of 1313Page 701 of 1313Page 702 of 1313Page 703 of 1313Page 704 of 1313Page 705 of 1313Page 706 of 1313 Georgia Department of Natural Resources Environmental Protection Division • Land Protection Branch Underground Storage Tank Management Program 4244 International Parkway • Suite 104 • Atlanta • Georgia 30354 (404) 362-2687, Fax (404) 362-2654 Judson H. Turner, Director May 7, 2015 Mr. Joey Cupp Pilot Travel Centers, LLC 5508 Lonas Road Knoxville, TN 37909 SUBJECT: UST Closure Report No Further Action Required: Pilot Travel Center No. 344 4600 South Atlanta Road SE Smyrna, Cobb County, GA Facility ID #: 9033469*1 Dear Mr. Cupp: The Georgia Underground Storage Tank Management Program (USTMP) has received your consultant’s report, dated March 31, 2015, that forwarded an UST Closure Report. The report was prepared by Environmental Compliance Services, Inc. (ECS). Based on current requirements of the Georgia Underground Storage Tank Act, the Georgia Rules for Underground Storage Tank Management (GUST Rules) and the data submitted, the USTMP has determined that no further action is required for the referenced release. Note that further corrective action may be required if mandated through more stringent State or Federal statutory or regulatory changes. Additional measures may also be required if existing or future drinking water systems or surface water bodies within two miles of the site are impacted by any dissolved contamination resulting from this release, or if previously unidentified soil contamination, dissolved contamination or free product are identified as originating from this site. If you have any technical questions, please contact me at (404) 362-2596. Sincerely, Kent Hankinson, P.G. Geologist Corrective Action Unit II PKH: S:\Land\LANDDOCS\UST\CAU2\KENTH\Pending_2015\9033469-34_050715-1346 cc: Richard A. Stevens, Environmental Compliance Services, Inc. (ECS) File (CA): Cobb, 9033469 Page 707 of 1313 May 7, 2015 MEMORANDUM TO: Ron Wallace, Georgia EPD, Corrective Action Unit II FROM: Kent Hankinson, Georgia EPD, Corrective Action Unit II SUBJECT: Review Information Leading to Determination of NFA UST Closure Report Pilot Travel Center No. 344 4600 South Atlanta Road SE Smyrna, Cobb County, GA Facility ID #: 9033469*1 1. Received a Closure Report on April 1, 2015. Six USTs (three 20,000-gallon diesel and three 10,000-gallon gasoline) were closed and removed on December 18, 2014. In addition, 373 feet of product lines and two dispensers were also closed and previously removed from the site on December 12, 2014. Twenty soil samples were collected for the closure event. Soil samples were not collected from beneath the floor of the tank pit; however, two groundwater samples were obtained from groundwater which flowed into the open pit. Product line samples (12 samples) were collected at (a) joints along the piping run near and parallel to South Atlanta Road (4 samples); (b) between the tank pit and the northeast dispensers (3 samples); and (c) between the southwest dispenser groups and the tank pit (5 samples). Four samples were collected from each of the dispensers located in the northeastern (NE) and southwestern (SW) parts of the site. Stockpiled soil was not sampled. All soil samples were analyzed for BTEX by EPA Method 8260B; TPH-GRO and TPH- DRO analyzed by EPA Method 8015C; and polynuclear aromatic hydrocarbons (PAHs) by EPA Method 8270D. Release of benzene and/or PAH compounds to soil was documented during the closure event; however, even the most conservative STLs were not exceeded. Most detections were reported in soil samples collected 4 ft BGS along piping runs between the tank pit and the SW and NE dispensers. The most impacted soil sample was SB-1, located immediately downstream of the tank pit. This sample contained seven PAHs, xylene and 123,000 mg/kg TPH-DRO. Benzene was detected only in SB-10 at 0.0015 mg/kg. Groundwater samples had detections of benzene; however, both were less than the drinking water standard of 5 ug/L. Three common PAHs, detected in groundwater below the diesel tank, were very low in concentration and are not particularly mobile in groundwater. Even with a drinking water source with 0.25 mile (1,320 ft.) (water resources survey not performed by consultant), this site would still warrant consideration of a no further action (NFA) status. 2. On April 28, 2015, Kent Hankinson spoke with Richard Stevens about EPD’s issuing an NFA as long as ECS sends EPD a signature page properly certifying the groundwater sampling done as part of the closure report. Mr. Stevens said it might take a week or so until EPD receives it, but that it will be sent as soon as the PG/PE is in the office to sign it. 3. On May 7, 2015, EPD received the signature page from Richard Stevens, ECS. Therefore, based on the above, an NFA status was mailed to the owner and consultant for Page 708 of 1313this facility in an EPD letter dated May 7, 2015. No additional deliverables are required by EPD at this time. The consultant’s Address: Mr. Richard A. Stevens Mr. Robert Werschmidt Environmental Compliance Services (ECS) 9874 Main Street Woodstock, GA 30188 770-926-8883 (phone) 770-926-5383 (fax) www.ecsconsult.com Page 709 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  LUP‐49   SITE BACKGROUND  Applicant       Dayris Andujar  Phone       Contact Zoning Office  Email     Contact Zoning Office  Representative Contact   Dayris Andujar  Phone       Contact Zoning Office  Email     Contact Zoning Office  Titleholder       Dayris J. Andujar Tolentino and Dominga Talentino Castillo  Property Location   Located on the northwest side of Highland Terrace, west of  Canton Road  Address     883 Highland Terrace  Access to Property     Highland Terrace  QUICK FACTS  Commission District    3 ‐ Birrell  Current Zoning     RA‐4  Current Use of Property  Single‐family residence  Proposed Use     To allow more people and vehicles than the Code allows  Future Land Use     LDR  Site Acreage      0.30  District       16  Land Lot       156  Parcel #       16015600460  Taxes Paid       Yes    FINAL ZONING STAFF RECOMMENDATIONS  Click here to enter text.  Page 710 of 1313 LUP-49 2025 Map R-20 R-20 RA-4 CAUTHEN CT 156 RA-4 L P D N A L H G I H HIGHLAND TER TRACE CIR This map is provided for display and 0 85 170 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 711 of 1313Page 712 of 1313Page 713 of 1313Page 714 of 1313Page 715 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE LUP-49 SITE BACKGROUND Applicant Dayris Andujar Phone Contact Zoning Office Email Contact Zoning Office Representative Contact Dayris Andujar Phone Contact Zoning Office Email Contact Zoning Office Titleholder Dayris J. Andujar Tolentino and Dominga Talentino Castillo Property Location Located on the northwest side of Highland Terrace, west of Canton Road Address 883 Highland Terrace Access to Property Highland Terrace QUICK FACTS Commission District 3 - Birrell Current Zoning RA-4 Current Use of Property Single-family residence Proposed Use To allow more people and vehicles than the Code allows Future Land Use LDR Site Acreage 0.30 District 16 Land Lot 156 Parcel # 16015600460 Taxes Paid Yes FINAL ZONING STAFF RECOMMENDATIONS (Zoning staff member: Shaun Daniels, Planner II) Based on the analysis of this case, Staff recommends DENIAL. Page 716 of 1313LUP-49-2025 DEPARTMENT COMMENTS – Zoning Division Page 717 of 1313LUP-49-2025 DEPARTMENT COMMENTS – Zoning Division Page 718 of 1313 LUP-49-2025 DEPARTMENT COMMENTS – Zoning Division North Zoning: RA-4 Single-Family Residential LDR Future Land Use: WEST EAST Zoning: RA -4 Zoning: : RA-4 Single-Family Single-Family Residential Residential Future Land Future Land Use: LDR Use: LDR SOUTH Zoning: : RA-4 Single-Family Residential Future Land Use: LDR Page 719 of 1313LUP-49-2025 DEPARTMENT COMMENTS – Zoning Division Current zoning district for the property The RA-4 district is established to provide locations for the development of single-family detached or attached residential dwelling units including the combination of duplexes, triplexes and quadruplexes. The dwelling units are to be designed so as to be placed on an individual lot attached to another dwelling unit or on an adjoining lot where the units will be attached by a common party wall. This residential use is designed to be located within or on the edge of properties delineated for low and medium density residential categories as defined and shown on the Cobb County Comprehensive Plan. When residentially compatible institutional and recreational uses or residential uses are developed within the RA-4 district, they should be designed and built to ensure intensity and density compatibility with adjacent single-family detached dwellings and otherwise to implement the stated purpose and intent of this chapter. Request for a Temporary Land Use Permit The Board of Commissioners may permit temporary land use permits for uses that are uniquely located and are considered compatible with adjoining zoning districts and nearby uses for designated periods of time for uses, exceptions or professions in areas, along roadways and within districts where the zoning regulations would otherwise prohibit such operations. Customary home occupations as defined in this chapter, do not require a temporary land use permit. Summary of the applicant’s proposal The applicant is requesting a Temporary Land Use Permit (LUP) to allow up to seven (7) related adults to reside at a 1,524 square foot single-family residence, with up to four (4) vehicles parked on-site. According to code, based on the square footage listed by the Tax Assessor, the property is permitted to accommodate a maximum of three (3) related adults and three (3) vehicles. The property was placed on notice by Code Enforcement on February 11, 2025, for single-family dwelling and parking violations. The applicant is requesting approval for 24 months. Page 720 of 1313LUP-49-2025 DEPARTMENT COMMENTS – Fire Department 10/22/25 CCFMO is acceptable to the proposed zoning case as presented. Jeff Byrd (678) 229-7059 Jeffrey.Byrd@cobbcounty.org Page 721 of 1313LUP-49-2025 DEPARTMENT COMMENTS – Cemetery Preservation There is no significant impact on the cemetery site listed in the Cobb County Cemetery Preservation Commission’s Inventory Listing which is located in this, or the adjacent land lot. Page 722 of 1313LUP-49-2025 DEPARTMENT COMMENTS – Stormwater Management 10/24/2025 Site Data 1. Address: 883 Highland Terrace 2. District: 3 3. Existing Zoning: RA-4 Existing Allowable Impervious Coverage: 40% 4. Future Land Use: LDR Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: No Proposed Project Onsite Design Requirements 1. At this time there are no present or future site improvement/modifications proposed. 2. Stormwater Management has no objection to the request. (To allow more people and vehicles than the Code allows). Page 723 of 1313 LUP-49-2025 DEPARTMENT COMMENTS – Planning Division 10/24/2025 Comprehensive Plan Future Land Use Designation: Low Density Residential The subject tract is within the Low Density Residential (LDR) future land use category. The purpose of LDR is to provide for areas that are suitable for low density housing between one (1) and two and one-half (2.5) dwelling units per acre and non-supportive senior living housing that in certain circumstances may reach five (5) dwelling units per acre, depending on existing conditions such as product type and mix, structure/building height, tract size, topographic conditions, etc. in order to provide compatibility with adjacent residential uses. This category presents a range of densities. What is the Future Land Use Sub-Category? N/A House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If Yes: Which City: N/A Was the city notified? N/A Dobbins Air Reserve Base Zones Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Comments: Page 724 of 1313 LUP-49 December ‘25 Zoning Applicant: Dayris Andujar Water & Sewer Comments: No comments. Page 725 of 1313LUP-49-2025 DEPARTMENT COMMENTS - CCDOT Recommendations THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend no parking on the right-of-way. Page 726 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 10/15/2025 CASE #: CODE-2025-00536 OPEN DATE: 2/6/2025 COMPLAINANT: PHONE #: DESCRIPTION: TOO MANY VEHICLES PRIMARY ADDRESS: OWNER ADDRESS: 883 HIGHLAND TER NE ANDUJAR TOLENTINTO DAYRIS J & TOLENTINO MARIETTA, GA 30066 DOMINGA883 HIGHLAND C TER NE MARIETTA, GA 30066 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 02/11/2025 Initial Investigation In /* PERMITTED USE/SINGLE FAMILY DWELLING| Violation *134-197 (3)*|Must comply with all requirements in the attached definition of dwelling unit. **see attached***/ /* USE LIMITATIONS/ OUTSIDE STORAGE|*134- 201. (12) I *|Only firewood and lawn furnishings are allowed to be stored outside. Remove all other items.*/ 02/11/2025 Violation Details I issued a Notice of Violation and related paperwork for SINGLE FAMILY DWELLING, based on the complaint, that multiple vehicles are usually parked, at the property. The property has 1,524 Livable sq ft zoned RA-4 and allows 3/3/3, which means the following is allowed, 3 related adults to include 1 unrelated, 3 vehicles, 3 of which can be outside a garage or carport. Also on the Notice is OUTSIDE STORAGE. I Observed a Small Ladder, TV, Bucket, Lumber and large Refrigerator in the Driveway in front of the garage on the home on the property. Notice left at the property, with a woman who stated that she is the property owner. ( Photos Uploaded). D. Harrell 02/25/2025 Case Details I spoke to the Property owner, who informed me that she will contact Zoning to file for a Zoning Hearing for the property, for a land use permit to have 4 vehicle outside of the property. Outside Storage has been removed from the property. D. Harrell 02/25/2025 ReInspection In Violation 03/12/2025 Case Details I found no pending zoning hearings for the property in Cobb/GIS, Due to Code Enforcement not receiving the Occupancy statement the property will be placed on the Early Morning Inspection List. D. Harrell 03/12/2025 ReInspection In Violation 03/25/2025 Case Details 6:47am, I observed on EMI a total of 4 vehicles ( 2 in the driveway and 2 on the street). Photos were taken, and uploaded to On Base. B Miller Report Date: 10/15/2025 8:02:48 AM Page: 1 Page 727 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 10/15/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 03/26/2025 Case Details 6:51am, I observed on EMI a total of 4 vehicles ( 2 in the driveway and 2 on the street). Photos were taken, and uploaded to On Base. B Miller 03/27/2025 Case Details 6:42am, I observed on EMI a total of 4 vehicles ( 2 in the driveway and 2 on the street). Photo was taken, and uploaded to On Base. B Miller 03/28/2025 Case Details 6:29am, I observed on EMI a total of 4 vehicles ( 2 in the driveway and 2 on the street). Photo was taken, and uploaded to On Base. B Miller 03/28/2025 ReInspection Extension 03/29/2025 Case Details 6:28am, I observed on EMI a total of 4 vehicles ( 2 in the driveway and 2 on the street). Photos were taken, and uploaded to On Base. B Miller 03/29/2025 ReInspection Extension 04/01/2025 Case Details 6:41am, I observed on EMI a total of 4 vehicles ( 2 in the driveway and 2 on the street). Photo was taken, and uploaded to On Base. B Miller 04/01/2025 ReInspection Extension 04/02/2025 Case Details 6:29am, I observed on EMI a total of 4 vehicles ( 2 in the driveway and 2 on the street). Photo was taken, and uploaded to On Base. B Miller 04/02/2025 ReInspection Extension 04/02/2025 ReInspection Extension 04/03/2025 Case Details 6:32am, I observed on EMI a total of 4 vehicles ( 2 in the driveway and 2 on the street). Photos were taken, and uploaded to On Base. B Miller 04/03/2025 ReInspection Extension 04/03/2025 ReInspection Extension 04/03/2025 ReInspection Extension 04/04/2025 Case Details 6:37am, I observed on EMI a total of 4 vehicles ( 2 in the driveway and 2 on the street). Photos were taken, and uploaded to On Base. B Miller 04/04/2025 ReInspection Extension 04/05/2025 Case Details 6:30am, I observed on EMI a total of 4 vehicles ( 2 in the driveway and 2 on the street). Photos were taken, and uploaded to On Base. EMI is complete, and this property is in violation for Single Family Dwelling. B Miller 04/05/2025 ReInspection Extension 04/22/2025 Case Details Due to a error made by me on The Notice of Violation issued on Feb 11, 2025.. The Property will be issued a New Notice Of Violation for SINGLE FAMILY DWELLING with the Correct Code Section Number and PARKING STANDARDS. The property will be placed back on the Early Morning Inspection List. D. Harrell Report Date: 10/15/2025 8:02:48 AM Page: 2 Page 728 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 10/15/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 04/22/2025 ReInspection In /* PERMITTED USE/SINGLE FAMILY DWELLING| Violation *134-201. (3)*|Must comply with all requirements in the attached definition of dwelling unit. **see attached***/ 04/24/2025 Case Details New Complaint made that the Trash Container has left out on the curb in front of the property. I observed no trash container on the curb, Trash container on property. D. Harrell 05/20/2025 Case Details The trash bin is not at the curb. Extending case to allow for EMI of SFD. D Roberts 05/20/2025 ReInspection In Violation 30 Day 07/15/2025 Case Details 6:33am, I observed on EMI a total of 5 vehicles ( 1 in the driveway and 4 on the street). Photos were taken, and uploaded to On Base. B Miller 07/15/2025 ReInspection Extension 07/16/2025 Case Details 6:41am, I observed on EMI a total of 5 vehicles ( 2 in the driveway and 3 on the street). Photos were taken, and uploaded to On Base. B Miller 07/16/2025 ReInspection Extension 07/17/2025 Case Details 6:41am, I observed on EMI a total of 5 vehicles ( 2 in the driveway and 3 on the street). Photos were taken, and uploaded to On Base. B Miller 07/17/2025 ReInspection Extension 07/18/2025 Case Details 6:30am, I observed on EMI a total of 5 vehicles ( 2 in the driveway and 3 on the street). Photos were taken, and uploaded to On Base. B Miller 07/18/2025 ReInspection Extension 07/19/2025 Case Details 6:38am, I observed on EMI a total of 6 vehicles ( 2 in the driveway and 4 on the street). Photos were taken, and uploaded to On Base. B Miller 07/19/2025 ReInspection Extension 07/22/2025 Case Details 6:30am, I observed on EMI a total of 4 vehicles ( 1 in the driveway and 3 on the street). Photos were taken, and uploaded to On Base. B Miller 07/22/2025 ReInspection Extension 07/23/2025 Case Details 6:22am, I observed on EMI a total of 4 vehicles ( 1 in the driveway and 3 on the street). Photos were taken, and uploaded to On Base. B Miller 07/23/2025 ReInspection Extension 07/24/2025 Case Details 6:24am, I observed on EMI a total of 4 vehicles ( 1 in the driveway and 3 on the street). Photos were taken, and uploaded to On Base. B Miller 07/24/2025 ReInspection Extension 07/25/2025 Case Details 6:24am, I observed on EMI a total of 4 vehicles ( 1 in the driveway and 3 on the street). Photos were taken, and uploaded to On Base. B Miller Report Date: 10/15/2025 8:02:48 AM Page: 3 Page 729 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 10/15/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 07/25/2025 ReInspection Extension 07/26/2025 Case Details 6:28am, I observed on EMI a total of 5 vehicles ( 1 in the driveway and 4 on the street). Photos were taken, and uploaded to On Base. EMI is complete, and this property is in violation for Single Family Dwelling. B Miller 07/26/2025 ReInspection Extension 08/18/2025 Citation Attempted to served Citation for SINGLE FAMILY DWELLING to the property. No One home, Citation Due notice left at property. D. Harrell 08/18/2025 ReInspection Citation Attempt to Serve 08/28/2025 Citation Attempted to served Citation for SINGLE FAMILY DWELLING to the property. No One home, Citation Due notice left at property. D. Harrell 08/28/2025 Phone Call Placed a Phone call to the property owner ( Dayris Andujar), unable to make contact.. Message left.. waiting callback.. D. Harrell 08/28/2025 ReInspection-Attempt to Serve Citation Attempt to Serve 09/04/2025 Citation I returned the phone call received from Property owner ( Bayris Andujar) who was informed of the Violation on the property and that the property failed EMI inspection. Miss Andujar leaves for work very early in the morning, Due to this she will be served a Citation for SINGLE FAMILY DWELLING, by way of U.S. Mail the case address of record. The Citation has a court date of Oct 9, 2025 in Cobb Magistrate court. D. Harrell 09/04/2025 ReInspection-Attempt to Serve Citation Served 10/08/2025 Case Details The Property will be placed on the Early Moring Inspection list, After the court date... Two Vehicles observed parked in street in front of the property. D. Harrell 10/08/2025 ReInspection In Violation 10/09/2025 Court Pled guilty and the fine was suspended. Report Date: 10/15/2025 8:02:48 AM Page: 4 Page 730 of 1313Page 731 of 1313LUP-49-2025 DEPARTMENT COMMENTS – Zoning Division STAFF ANALYSIS There are twelve criteria that must be considered for a Temporary Land Use Permit. The criteria are below in bold, with the staff analysis following: (1) Safety, health, welfare and moral concerns involving the surrounding neighborhood. The application is a result of a complaint due to the number of cars at the home. The property was placed on notice by Code Enforcement for single-family dwelling on February 11, 2025. (2) Parking and traffic considerations. The applicant proposes to park four (4) vehicles on the property, exceeding the three (3) permitted by code based on the home’s living area as assessed by the Tax Assessor. According to the application, the applicant noted that vehicles are currently being parked both in the driveway and along the street. (3) Number of nonrelated employees. N/A (4) Number of commercial and business deliveries. N/A (5) The general presumption of the board of commissioners that residential neighborhoods should not allow noncompatible business uses. N/A (6) Compatibility of the business use to the neighborhood. N/A (7) Hours of operation. N/A (8) Existing business uses in the vicinity. N/A (9) Effect on property values of surrounding property. The applicant’s request may have a negative impact on surrounding property values. The existing homes in the area are similar in size and character, and the proposed use could result in limitations on vehicle capacity, which may affect neighborhood compatibility and desirability. (10) Circumstances surrounding neighborhood complaints. Multiple complaints have been submitted by nearby residents regarding excessive vehicle parking associated with the subject property. The congestion along Highland Terrace has been cited as a potential safety concern. Code Enforcement has documented several instances where at least four (4) vehicles were present at the Page 732 of 1313LUP-49-2025 DEPARTMENT COMMENTS – Zoning Division residence, typically two (2) in the driveway and two (2) to four (4) additional vehicles parked along the street. (11) Intensity of the proposed business use. While no business activity is proposed at the residence, the request is expected to increase the overall intensity of use on the property due to the number of vehicles being parked on-site. The presence of four (4) vehicles exceeds what is allowed by code, may affect neighborhood character and contribute to concerns related to congestion, visual impact, and ongoing enforcement issues. (12) Location of the use within the neighborhood. The proposal is located within a platted subdivision and surrounded by residential uses. The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions of the Planning and Zoning Staff and are by no means the final decision. The Cobb County Board of Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public hearing. Page 733 of 1313Page 734 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  Z‐3‐2026   SITE BACKGROUND  Applicant       Forrest Boss  Phone       Contact Zoning Office  Email     Contact Zoning Office  Representative Contact   Jake Foss and John Cohen  Phone       Contact Zoning Office  Email     Contact Zoning Office  Titleholder       Forrest L. Boss  Property Location   Located on the southwest side of Atlanta Road and on the north  side of Ledford Street  Address     761 Ledford Street  Access to Property     Ledford Street  QUICK FACTS  Commission District    2 ‐ Allen  Current Zoning     GC  Current Use of Property  Metal fabrication and repair  Proposed Zoning   LI  Proposed Use     Metal fabrication and repair  Future Land Use     IC  Site Acreage      2.93  District       17  Land Lot       371, 422  Parcel #       17042200070  Taxes Paid       Yes    FINAL ZONING STAFF RECOMMENDATIONS  Click here to enter text.  Page 735 of 1313 Z-3 2026 Map D R LI DIXIE DR N R LI O C R TS E M G O 370 E 423 H O R TS HI G E M C M I L GC L A N MOZLEY DR D R ATLANTA RD TS CRC TS GC TS R-20 371 LEDFORD ST 422 HAROLDAVE TS CRC GC LI DR ROSE FST EL B This map is provided for display and 0 120 240 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 736 of 1313Page 737 of 1313Page 738 of 1313Page 739 of 1313Page 740 of 1313Page 741 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE Z-3-2026 SITE BACKGROUND Applicant Forrest Boss Phone Contact Zoning Office Email Contact Zoning Office Representative Contact Jake Foss and John Cohen Phone Contact Zoning Office Email Contact Zoning Office Titleholder Forrest L. Boss Property Location Located on the southwest side of Atlanta Road and on the north side of Ledford Street Address 761 Ledford Street Access to Property Ledford Street QUICK FACTS Commission District 2 - Allen Current Zoning GC Current Use of Property Metal fabrication and repair Proposed Zoning LI Proposed Use Metal fabrication and repair Future Land Use IC Site Acreage 2.93 District 17 Land Lot 371, 422 Parcel # 17042200070 Taxes Paid Yes FINAL ZONING STAFF RECOMMENDATIONS (Zoning staff member: Shaun Daniels, Planner II) Based on the analysis of the case, Staff recommends APPROVAL subject to the following: Page 742 of 1313Z-3-2026 DEPARTMENT COMMENTS – Zoning Division 1. Site plan received by the Zoning Division on December 4, 2025 to include a striped, code-compliant parking area as well as a landscape buffer installed along the western property line where feasible with final approval by District Commissioner; 2. Landscape plan to be approved by the District Commissioner after review by County Arborist; 3. Fire Department comments and recommendations; 4. Water and Sewer comments and recommendations; 5. Stormwater comments and recommendations; 6. Department of Transportation comments and recommendations; and 7. Site Plan Review comments and recommendations. Page 743 of 1313Z-3-2026 DEPARTMENT COMMENTS – Zoning Division Page 744 of 1313Z-3-2026 DEPARTMENT COMMENTS – Zoning Division Page 745 of 1313 Z-3-2026 DEPARTMENT COMMENTS – Zoning Division North Zoning: CRC Community Retail Commercial & TS Tourist Services CAC & IC Future Land Use: WEST EAST Zoning: R -20 Zoning: TS Single-Family Tourist Services Residential Future Land Future Land Use: IC Use: LDR SOUTH Zoning: TS Tourist Services & GC General Commercial Future Land Use: IC Page 746 of 1313 Z-3-2026 DEPARTMENT COMMENTS – Zoning Division Current zoning district for the property The GC district is established to provide locations for retail commercial and service uses which are oriented toward automotive businesses, are land intensive with a need for major road access and visibility, are generally not listed as a permitted uses within the NRC (neighborhood retail commercial) and CRC (community retail commercial) districts or may have existing stipulations and conditions that limit certain intensive uses and are located in areas delineated within a community activity center and regional activity center as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. Any existing GC district, developed or undeveloped, located within an area delineated within an industrial-compatible area or industrial area as shown on the comprehensive plan, shall be deemed to be a grandfathered, nonconforming use after January 1, 1991, and subject to those provisions contained in this chapter. Requested zoning district for the property The LI district is established to provide locations for light industrial uses such as low intensity automobile repair and service, animal care facilities, commercial greenhouses, livestock, poultry, business distribution centers, warehousing and storage, and transportation terminals, which are on properties delineated within or on the perimeter of an industrial compatible and industrial category as defined and shown on the Cobb County Comprehensive Land Use Plan: A Policy Guide, adopted November 27, 1990. When located on the perimeter of an industrial node, the LI district should provide for uses that are low in intensity and scale such as to ensure compatibility with surrounding properties. Summary of the applicant’s proposal The applicant is requesting a rezoning of the 2.93-acre subject property from GC general commercial district to LI light industrial district. The property is currently considered a grandfathered, nonconforming use, as it is not located within a Community Activity Center (CAC) or Regional Activity Center (RAC) Future Land Use designation and therefore requires rezoning to support a change of use. The applicant states that the existing 5,050-square-foot, two-story building, which has been used for a welding operation for more than 20 years, will not be altered, expanded, or redeveloped as part of this request. The proposed hours of operation are Monday through Saturday, 7:00 am to 5:00 pm The applicant has indicated that a future tenant may eventually occupy the property but, no specific plans or commitments have been provided at this time. Page 747 of 1313 Z-3-2026 DEPARTMENT COMMENTS – Zoning Division Non-residential criteria Proposed # of buildings: 1 (existing) Proposed # of stories: 2 (existing) Total sq. footage of development: 6,250 Floor area ratio: 0.05 Square footage per acre: 2,133 Required parking spaces: 6 Proposed parking spaces: 0, none paved of striped Acres in floodplain or wetlands: 0 Impervious surface shown: 14.6% Are there any zoning variances? Yes; 1. Reduce the required landscaped screening buffer abutting residential properties from the required 50 feet to zero feet. Are there any environmental conditions existing or proposed on the site? None Identified Page 748 of 1313Z-03-2026 DEPARTMENT COMMENTS – Fire Department 12/17/25 CCFMO is acceptable to the proposed zoning case as presented. Jeff Byrd (678) 229-7059 Jeffrey.Byrd@cobbcounty.gov Page 749 of 1313Z-3-2026 DEPARTMENT COMMENTS – Site Plan Review 12/26/2025 As determined by the Site Plan Review Section, the property owner may be required to obtain a Land Disturbance Permit to perform any site modifications, as required per stipulation approval (fencing, landscaping, curb/gutter & sidewalk installation, etc.) or otherwise. Contact Site Plan Review, 770- 528-2147. Page 750 of 1313Z-3-2026 DEPARTMENT COMMENTS – Cemetery Preservation No comment Page 751 of 1313Z-3-2026 DEPARTMENT COMMENTS – School System 2/3/2026 Approval of this petition will not have an impact on the enrollment of schools. Page 752 of 1313 Z-3-2026 DEPARTMENT COMMENTS – Planning Division 12/26/2025 Comprehensive Plan Future Land Use Designation: Industrial Compatible The subject tract is within the Industrial Compatible (IC) future land use category. The purpose of the IC is to provide for areas that can support light industrial, office/warehouse and distribution uses. Typical land uses for these areas include professional business parks and distribution centers. Future Land Use Sub-Category? N/A Consistent Inconsistent House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If yes, which City: Smyrna Was the city notified? Yes Specific Area Policy Guidelines: Yes No Policy: IC-P20: In an effort to mitigate industrial land use impacts affecting adjacent residential land uses, it is recommended that the Planning Commission and Board of Commissioners consider additional and enhanced buffering and/or screening requirements on any redevelopment of the industrial properties along the west side of Atlanta Road corridor between Austell Road and Pat Mell Road. Masterplan/ Corridor Study: Yes No Name of Masterplan/Corridor Study: N/A Design guidelines area? Yes No If yes, design guidelines area? N/A Does the proposal plan comply with the design requirements? N/A Is the property within an Opportunity Zone? Yes No If yes, Opportunity Zone? N/A (The Opportunity Zone is an incentive that provides $3,500 tax credit per job in eligible areas if two or more jobs are being created. This incentive is for new or existing businesses) Is the property within an Enterprise Zone? Yes No If yes, Enterprise Zone? N/A (The Enterprise Zone is an incentive that provides tax abatements and other economic incentives for qualifying businesses locating or expanding within designated areas for new jobs and capital investment) Is the property eligible for the Façade Improvement Yes No Program? Page 753 of 1313 Z-3-2026 DEPARTMENT COMMENTS – Planning Division (continued) (The Façade Improvement Program is an incentive for owners and tenants to enhance the appearance of buildings. The CDBG program provides the funding. Properties must be either on the current inventory of redevelopment sites or in a corridor study area and be in a census tract with at least 51% low and moderate income. The program serves to improve the economic viability of these areas.) Is the property eligible for incentives through the Yes No Commercial and Industrial Property Rehabilitation Program? (The Commercial and Industrial Property Rehabilitation Program Is an incentive that provides a reduction in ad valorem property taxes for qualifying redevelopment in eligible areas) Note: For more information on incentives, please call the Community Development Agency- Economic Development Division at 770-528-2018 or find information online at www.cobbcounty.org/econdev. Special District: Is this property within the Cumberland Special Yes No District #1 (hotel/motel fee)? Is this property within the Cumberland Special Yes No District #2 (ad valorem tax)? Dobbins Air Reserve Base Zones: Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Historic Preservation: After consulting various county historic resources surveys, historic maps, archaeology surveys and Civil War trench location maps, staff finds that no known significant historic resources appear to be affected by this application. Page 754 of 1313 Z‐3‐2026  DEPARTMENT COMMENTS – Water and Sewer        Water comments:   At development:            YES            NO      Fire flow test required:           YES            NO      Size/location of existing water main(s):   6” on Ledford St  Additional water comments:      Sewer comments:  In the drainage basin:          YES            NO      At development:           YES            NO*      Approx. distance to nearest sewer:  On‐site  Estimated waste generation (in G.P.D.):  Average daily = 630             Peak flow = 1,560  Treatment plant:    South Cobb WRF  Plant capacity:            Yes            NO      Projected plant availability:        0‐5 years    5‐10 years     over 10 years  Off‐site easement required:        YES*          NO      *If  off‐site  easements  are  required,  the  developer/owner  must  submit  easements  to  Line capacity study required:        YES            NO      CCWS for review and approval as to form and  stipulations  prior  to  the  execution  of  Letter of allocation issued:        YES            NO      easements  by  the  property  owners.  All  easement acquisitions are the responsibility of  Septic tank recommended by this department:   YES            NO      the developer/owner.  Subject to Health Department approval:      YES            NO      Additional sewer comments:        Note: These comments only reflect what facilities were in existence at the time of this review. Developer may be required to install/upgrade  water mains based on fire flow test results or Fire Department code. This will be addressed in the Plan Review process. The developer/owner  will be responsible for connecting to the existing county water and sewer systems, installing and/or upgrading all outfalls & water mains,  obtaining onsite and/or offsite easements, and dedication of onsite and/or offsite water and sewer to Cobb County as may be required.  Rezoning does not guarantee water/sewer availability or capacity unless so stated in writing by the Cobb County Water System.    Page 755 of 1313 Z-3-2026 DEPARTMENT COMMENTS – CCDOT Roadway Speed limit Jurisdictional Min. R.O.W. Roadway classification (mph) control requirements Atlanta Road Arterial 45 Cobb County 100’ Ledford Street Local 25 Cobb County 50’ Average daily Level of Roadway Location trips (vpd) service Atlanta Road North of Taylor Drive 19,400 D Ledford Street NA NA NA vpd = vehicles per day, NA = Not Applicable Based on 2024 AADT counting data taken by GDOT, as published on their website for Atlanta Road. Planning Level of Service based on available Average Daily Trips using GRTA guideline thresholds. Classification thresholds for LOS A and LOS B are not available for arterial roads from this data source. LOS C or D is acceptable based on GDOT Design Policy Manual criteria. Comments and observations Atlanta Road is classified as an arterial roadway and according to the available information the existing right-of-way does not meet the minimum requirements for this classification. Ledford Street is classified as a local roadway and according to the available information the existing right-of-way does not meet the minimum requirements for this classification. This development is currently in operation and additional trip generation associated with the rezoning is assumed to be minimal. In accordance with Cobb County Code 134-121 and based on site plan received December 4, 2025, this development does not require a traffic impact study submittal. Recommendations THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend no parking on the right of way. 2. Should any fence modifications or redevelopment of the property occur in the future, where redevelopment is defined as any action requiring a Land Disturbance Permit that also changes the existing business operations of the development in terms of use, intensity and/or anticipated traffic, Cobb DOT recommends the following: a. Recommend the fence be relocated off county right-of-way and where it will not impede the line of sight for the driveways or roadways. Page 756 of 1313Z-3-2026 DEPARTMENT COMMENTS – CCDOT (continued) 3. Should any redevelopment of the property occur in the future, where redevelopment is defined as any action requiring a Land Disturbance Permit that also changes the existing operations of the development in terms of use, intensity and/or anticipated traffic, Cobb DOT recommends the following: a. Recommend applicant donate right-of-way on the west side of Atlanta Road, a minimum of 50’ from the roadway centerline, in accordance with Cobb County Development Standard 401.2, Right-of-Way. b. Recommend applicant donate right-of-way on the north side of Ledford Street, a minimum of 25’ from the roadway centerline, in accordance with Cobb County Development Standard 401.2, Right-of-Way. c. Recommend a 10’ No Access Easement along the Atlanta Road frontage. 4. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 757 of 1313Z-3-2026 DEPARTMENT COMMENTS – Zoning Division STAFF ANALYSIS Per section 134-122 of the Official Code of Cobb County, below is a written zoning analysis relating to the following (question in bold; the answer is not bold): A. Whether the zoning proposal will permit a use that is suitable in view of the use and development of adjacent and nearby property; It is Staff’s opinion that the applicant’s rezoning proposal will permit a use that is suitable in view of the existing development pattern in the surrounding area, provided adequate buffering is installed. The subject property is located near a mix of residential and nonresidential uses, including the Green Acres neighborhood to the west and Tourist Services directly adjacent to the west. The proposed Light Industrial use is compatible with the broader development context. B. Whether the zoning proposal will adversely affect the existing use or usability of adjacent or nearby property; The proposed rezoning is not expected to adversely affect the existing use or usability of adjacent or nearby properties, provided appropriate buffering is installed. The business has operated on the site for approximately 20 years, and the applicant is not proposing any changes to the existing operations. The Future Land Use Map designates the area as Industrial Compatible, and the rezoning request seeks to align the property’s zoning classification with this designation. C. Whether the zoning proposal will result in a use which will or could cause an excessive burdensome use of existing streets, transportation facilities, utilities, or schools; It is Staff’s opinion that the rezoning proposal will not create an excessive burden on existing streets, transportation facilities, utilities, or schools. The current use has not historically generated such impacts, and the applicant is not proposing any expansion or alteration of the existing operations that would increase demand on public infrastructure. D. Whether the zoning proposal is in conformity with the policies and intent of the comprehensive plan; It is Staff’s opinion that the rezoning proposal is in conformity with the policies and intent of the Comprehensive Plan. The applicant seeks to rezone the property from general commercial, which limits the site to grandfathered uses, to light industrial, which is consistent with the Industrial Compatible designation on Cobb County’s Future Land Use Map. Page 758 of 1313Z-3-2026 DEPARTMENT COMMENTS – Zoning Division E. Whether there are other existing or changing conditions affecting the use and development of the property which give supporting grounds for either approval or disapproval of the zoning proposal; It is Staff’s opinion that there is existing or changing conditions that would provide grounds for approval of the rezoning request. The applicant is seeking a zoning classification that is consistent with the Industrial Compatible future land use designation applied to this area. With appropriate buffering, the rezoning will allow continued use of the property. The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions of the Planning and Zoning Staff and are by no means the final decision. The Cobb County Board of Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public hearing. Page 759 of 1313Page 760 of 1313Page 761 of 1313Z-3-2026 DEPARTMENT COMMENTS – Stormwater Management 12/26/2025 Site Data 1. Address: Forrest Boss (761 Ledford Street) 2. District: 2 3. Existing Zoning: GC Existing Allowable Impervious Coverage: 70% 4. Proposed Zoning: LI Allowable Future Impervious Coverage: 70% 5. Future Land Use: IC Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: No Stormwater Information 1. Drainage Basin: Nickajack Creek Basin Topography Information 1. General site Description: The existing site consists of a commercial building and parking. Project Design Comments and Recommendations The following comments and recommendations are typically required at the time of plan review and permitting. Proposed Project Onsite Design Requirements 1. At this time there are no present or future site improvement/modifications proposed. 2. Any Future improvements to the site will be considered a redevelopment project. Redevelopment projects that create, adds, or replaces 5,000 square feet or greater of new impervious surface area or that involves other land disturbing activity of one acre or more. Therefore, requiring an updated stormwater management facility that may require runoff reduction, water quality, and detention per the Georgia Stormwater Management Manual (GSMM). Special Conditions 1. There is an existing Stormwater Management Facility at this site. Page 762 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  Z‐5‐2026   SITE BACKGROUND  Applicant       The Revive Land Group, LLC  Phone       Contact Zoning Office  Email     Contact Zoning Office  Representative Contact   J. Kevin Moore  Phone       Contact Zoning Office  Email     Contact Zoning Office  Titleholder   Estate of Lucille Garrett a/k/a Leathy Lucille Garrett a/k/a Leathy  Lucille Price Garrett and William D. Brown  Property Location   Located on the east and west sides of Ernest Barrett Parkway and  the western terminus of Old Horseshoe Bend Road  Address     None assigned  Access to Property     Ernest Barrett Parkway and Old Horseshoe Bend Road  QUICK FACTS  Commission District    4 ‐ Sheffield  Current Zoning     R‐20  Current Use of Property  Vacant  Proposed Zoning     RA‐5  Proposed Use     Single‐family community  Future Land Use     MDR  Site Acreage      10.17  District       19  Land Lot       691  Parcel #       19069100010, 19069100070  Taxes Paid       Yes    FINAL ZONING STAFF RECOMMENDATIONS  Click here to enter text.  Page 763 of 1313 Z-5 2026 Map R-15 643 642 RA-4 R-20 R-20 HORSESHOE BEND RD 641 OE BEND RD OLD HORSESH R D D L E I F S R E T T O R S T T I R SPOONBILL LN ERNEST BARRETT PKWY R U P Y L E N L L O T C W 691 S 690 H PRD T A A RA-5 M O R-20 M D E L R I D W R 692 R-20 R-15 Powder 717 Springs 716 R-20 715 This map is provided for display and 0 230 460 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 764 of 1313Page 765 of 1313Page 766 of 1313Page 767 of 1313Page 768 of 1313Page 769 of 1313Page 770 of 1313Page 771 of 1313Page 772 of 1313Page 773 of 1313Page 774 of 1313Page 775 of 1313Page 776 of 1313Page 777 of 1313Page 778 of 1313Page 779 of 1313Page 780 of 1313Page 781 of 1313Page 782 of 1313Page 783 of 1313Page 784 of 1313Page 785 of 1313Page 786 of 1313Page 787 of 1313Page 788 of 1313Page 789 of 1313Page 790 of 1313Page 791 of 1313Page 792 of 1313Page 793 of 1313Page 794 of 1313Page 795 of 1313Page 796 of 1313Page 797 of 1313Page 798 of 1313Page 799 of 1313Page 800 of 1313Page 801 of 1313Page 802 of 1313Page 803 of 1313Page 804 of 1313Page 805 of 1313Page 806 of 1313Page 807 of 1313Page 808 of 1313Page 809 of 1313Page 810 of 1313Page 811 of 1313Page 812 of 1313Page 813 of 1313Page 814 of 1313Page 815 of 1313Page 816 of 1313Page 817 of 1313Page 818 of 1313Page 819 of 1313Page 820 of 1313Page 821 of 1313Page 822 of 1313Page 823 of 1313Page 824 of 1313Page 825 of 1313Page 826 of 1313Page 827 of 1313Page 828 of 1313Page 829 of 1313Page 830 of 1313Page 831 of 1313Page 832 of 1313Page 833 of 1313Page 834 of 1313Page 835 of 1313Page 836 of 1313Page 837 of 1313Page 838 of 1313Page 839 of 1313Page 840 of 1313Page 841 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE Z-5-2026 SITE BACKGROUND Applicant The Revive Land Group, LLC Phone Contact Zoning Office Email Contact Zoning Office Representative Contact J. Kevin Moore Phone Contact Zoning Office Email Contact Zoning Office Titleholder Estate of Lucille Garrett a/k/a Leathy Lucille Garrett a/k/a Leathy Lucille Price Garrett and William D. Brown Property Location Located on the east and west sides of Ernest Barrett Parkway and the western terminus of Old Horseshoe Bend Road Address None assigned Access to Property Ernest Barrett Parkway and Old Horseshoe Bend Road QUICK FACTS Commission District 4 - Sheffield Current Zoning R-20 Current Use of Property Vacant Proposed Zoning RA-5 Proposed Use Single-family community Future Land Use MDR Site Acreage 10.17 District 19 Land Lot 691 Parcel # 19069100010, 19069100070 Taxes Paid Yes FINAL ZONING STAFF RECOMMENDATIONS (Zoning staff member: Cameron Jones, CNU-A) Based on the analysis of this case, Staff recommends APPROVAL subject to the following: Page 842 of 1313Z-5-2026 DEPARTMENT COMMENTS – Zoning Division 1. District Commissioner to approve final site plan; 2. Maximum density of 5 units per acre; 3. Variances stated in the Zoning comments; 4. Fire Department comments and recommendations; 5. Stormwater Management Division comments and recommendations; 6. Water and Sewer Division comments and recommendations; and 7. Department of Transportation comments and recommendations. Page 843 of 1313Z-5-2026 DEPARTMENT COMMENTS – Zoning Division Page 844 of 1313Z-5-2026 DEPARTMENT COMMENTS – Zoning Division Page 845 of 1313 Z-5-2026 DEPARTMENT COMMENTS – Zoning Division North Zoning: R-20 / Single-Family Homes LDR Future Land Use: WEST EAST Zoning: RA -5 / Zoning: PRD / Attached Single-Family Townhomes Homes Future Land Future Land Use: MDR Use: MDR SOUTH Zoning: City of Powder Springs, R-20 / Vacant Lot Future Land Use: MDR Page 846 of 1313 Z-5-2026 DEPARTMENT COMMENTS – Zoning Division Current zoning district for the property The R-20 district is established to provide locations for single-family residential uses or residentially compatible institutional and recreational uses which are within or on the edge of properties delineated for any residential category as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. When residentially compatible institutional and recreational uses are developed within the R-20 district, they should be designed and built to ensure intensity and density compatibility with adjacent single- family detached dwellings and otherwise to implement the stated purpose and intent of this chapter. Requested zoning district for the property The RA-5 district is established to provide locations for the development of affordable single- family detached or attached residential dwelling units, including the combination of duplexes, triplexes and quadraplexes. The dwelling units are to be designed so as to be placed on an individual lot attached to another dwelling unit or on an adjoining lot where the units will be attached by a common party wall. This residential use is designed to be located within or on the edge of properties delineated for any residential categories as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. When residentially compatible institutional and recreational uses are developed within the RA-5 district, they should be designed and built to ensure intensity and density compatibility with adjacent single- family detached dwellings and otherwise to implement the stated purpose and intent of this chapter. Summary of the applicant’s proposal The applicant is requesting to rezone to the RA-5, single-family attached/detached residential district, to develop a 43-unit single-family community on a 10.17-acre site. The homes will be a minimum of 1,600 square feet and proposed to be traditional/craftsman in architecture. Residential criteria Allowable units as zoned: 16 Proposed # of units: 43 Net density: 4.44 Increase of units: 27 Acres of floodplain/wetlands: 0.956 Impervious surface shown: Maximum 40% Page 847 of 1313Z-5-2026 DEPARTMENT COMMENTS – Zoning Division Are there any zoning variances? Yes; 1. Reduce the minimum lot size for all lots from required 7,000 square feet to 3,700 square feet; 2. Reduce rear yard setback on an arterial road from required 40 feet to 30 feet; 3. Reduce the rear setback for all interior lots from required 30 feet to 20 feet; 4. Reduce the front setback for all interior lots from required 20 feet to 15 feet; 5. Reduce the major side setbacks for all interior lots from required 20 feet to 15 feet; 6. Reduce the minimum lot width at front setback and the minimum public road frontage for all interior lots from required 70 and 50 feet to 41 feet; 7. Reduce the minimum width between buildings from required 15 feet to 10 feet; and 8. Increase the maximum allowable impervious coverage from required 40% to 45%. Page 848 of 1313Z-05-2026 DEPARTMENT COMMENTS – Fire Department 12/17/25 The proposed zoning case must address the comments listed below by prescriptive code or equivalency, as approved by the Cobb County Fire Marshal’s Office Approval will be based on Professional Engineer-stamped plans that signify overall plan conformance to all Georgia State and Cobb County Codes. Design Professional and Developer maintain the sole responsibility for the design and for correcting all errors, omissions, problems, and code violations (if any) exposed during construction AFTER authorization by Cobb County. FIRE DEPARTMENT ACCESS: Fire apparatus access roads shall extend to within 150 feet of all portions of the facility or any portion of the exterior wall of the first floor (State Modifications IFC 503.1 2018 Edition and Cobb County Development Standards 402.11). A ten-foot separation, open to sky, is required in order to measure between structures. (CCDS 402.11) All access roads shall meet the American Association of State and Highway Transportation Officials (AASHTO) design manual live load standard HS20 (75,000 lbs.) with an unobstructed width of not less than 20 feet, 35 foot inside radius, 50 foot outside turning radius and unobstructed vertical clearance of not less than 13 feet 6 inches. (Cobb County Development Standards 402.11) Maximum slope of the access road in reference to the apparatus is 10% Front to Back and 5% Side to Side. Maximum grade of roadways leading to Fire Access roads refer to the Cobb County Development Standard Section 400: 14% for Non-Residential. Maximum angle of departure is 8.5%. Dead-end access roads more than 150 feet shall be provided with a turn-around (IFC Chapter-5, 120-3-3 Rules and Regulations, CCDS Section-401 & 402). Refer to APPENDIX-D for dimensional criteria for turn-arounds in commercial developments. FIRE HYDRANT: The maximum distance of a hydrant to the most remote portion of a structure shall be 500 feet. Distance shall be measured around the structure and from the fire apparatus access road. A 500-foot radius around the hydrant is not an acceptable measurement for distance. Hydrants on the opposite side of a main ROW is not an acceptable measurement of distance. (Cobb County Development Standards 410.5.2) (Cobb County Development Standards 410.5.2) Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet for a 40-foot length centered on the fire hydrant, exclusive of shoulders (see Figure D103.1 in Appendix D). Page 849 of 1313Z-05-2026 DEPARTMENT COMMENTS – Fire Department (continued) GUEST PARKING: Occupant parking shall be installed as required by zoning and additional guest parking shall be required as follows:  Where driveways to two car garages exceed 50 feet in length, no additional guest parking is required.  Where driveways to two car garages are at least 22 feet long and 20 feet wide, additional parking shall be required at .5 spaces per dwelling unit.  Where driveways to two car garages are less than 22 feet long and 20 feet wide, additional parking shall be required at 1 space per dwelling unit.  Where only single car garages are provided, additional parking shall be required at 2 spaces per dwelling unit.  Guest parking spaces must be evenly distributed throughout the project. (Cobb County Development Standards 401.8.2) SITE PLAN APPROVAL: Plans must be submitted to the Cobb County Fire Marshal’s Office for fire site plan approval. Jeff Byrd (678) 229-7059 Jeffrey.Byrd@cobbcounty.gov Page 850 of 1313Z-5-2026 DEPARTMENT COMMENTS – Cemetery Preservation No comment Page 851 of 1313Z-5-2026 DEPARTMENT COMMENTS – School System 2/3/2026 Approval of this petition will cause concern for CCSD, as it will result in an impact on the enrollment of one (1) school already over capacity. School Student Capacity School Enrollment Capacity Status Hollydale ES 862 538 324 under capacity Smitha MS 1137 806 331 under capacity Osborne HS 2412 2707 295 over capacity Page 852 of 1313 Z-5-2026 DEPARTMENT COMMENTS – Planning Division 12/26/2025 Comprehensive Plan Future Land Use Designation: Medium Density Residential The subject tract is within the Medium Density Residential (MDR) future land use category. The purpose of MDR is to provide for areas that are suitable for moderate density housing between two and one-half (2.5) and five (5) dwelling units per acre. This category presents a range of densities. Future Land Use Sub-Category? N/A Consistent Inconsistent House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If yes, which City: Powder Springs Was the city notified? Yes Specific Area Policy Guidelines: Yes No Policy: Masterplan/ Corridor Study: Yes No Name of Masterplan/Corridor Study: N/A Design guidelines area? Yes No If yes, design guidelines area? N/A Does the proposal plan comply with the design requirements? N/A Is the property within an Opportunity Zone? Yes No If yes, Opportunity Zone? N/A (The Opportunity Zone is an incentive that provides $3,500 tax credit per job in eligible areas if two or more jobs are being created. This incentive is for new or existing businesses) Is the property within an Enterprise Zone? Yes No If yes, Enterprise Zone? N/A (The Enterprise Zone is an incentive that provides tax abatements and other economic incentives for qualifying businesses locating or expanding within designated areas for new jobs and capital investment) Is the property eligible for the Façade Improvement Yes No Program? (The Façade Improvement Program is an incentive for owners and tenants to enhance the appearance of buildings. The CDBG program provides the funding. Properties must be either on the current inventory of redevelopment sites or in a corridor study area and be in a census tract with at least 51% low and moderate income. The program serves to improve the economic viability of these areas.) Page 853 of 1313 Z-5-2026 DEPARTMENT COMMENTS – Planning Division (continued) Is the property eligible for incentives through the Yes No Commercial and Industrial Property Rehabilitation Program? (The Commercial and Industrial Property Rehabilitation Program Is an incentive that provides a reduction in ad valorem property taxes for qualifying redevelopment in eligible areas) Note: For more information on incentives, please call the Community Development Agency- Economic Development Division at 770-528-2018 or find information online at www.cobbcounty.org/econdev. Special District: Is this property within the Cumberland Special Yes No District #1 (hotel/motel fee)? Is this property within the Cumberland Special Yes No District #2 (ad valorem tax)? Dobbins Air Reserve Base Zones: Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Historic Preservation: After consulting various county historic resources surveys, historic maps, archaeology surveys and Civil War trench location maps, staff finds that no known significant historic resources appear to be affected by this application. Page 854 of 1313 Z‐5‐2026  DEPARTMENT COMMENTS – Water and Sewer        Water comments:   At development:            YES            NO      Fire flow test required:           YES            NO      Size/location of existing water main(s):   12” on Ernest Barrett Pkwy and 8” on Old Horseshoe  Bend Rd  Additional water comments:  Dual water feed will be required    Sewer comments:  In the drainage basin:          YES            NO      At development:           YES            NO*      Approx. distance to nearest sewer:  On‐site  Estimated waste generation (in G.P.D.):  Average daily = 9,000             Peak flow = 22,500  Treatment plant:    South Cobb WRF  Plant capacity:            Yes            NO      Projected plant availability:        0‐5 years    5‐10 years     over 10 years  Off‐site easement required:        YES*          NO      *If  off‐site  easements  are  required,  the  developer/owner  must  submit  easements  to  Line capacity study required:        YES            NO      CCWS for review and approval as to form and  stipulations  prior  to  the  execution  of  Letter of allocation issued:        YES            NO      easements  by  the  property  owners.  All  easement acquisitions are the responsibility of  Septic tank recommended by this department:   YES            NO      the developer/owner.  Subject to Health Department approval:      YES            NO      Additional sewer comments:        Note: These comments only reflect what facilities were in existence at the time of this review. Developer may be required to install/upgrade  water mains based on fire flow test results or Fire Department code. This will be addressed in the Plan Review process. The developer/owner  will be responsible for connecting to the existing county water and sewer systems, installing and/or upgrading all outfalls & water mains,  obtaining onsite and/or offsite easements, and dedication of onsite and/or offsite water and sewer to Cobb County as may be required.  Rezoning does not guarantee water/sewer availability or capacity unless so stated in writing by the Cobb County Water System.    Page 855 of 1313 Z-5-2026 DEPARTMENT COMMENTS – CCDOT Roadway Speed limit Jurisdictional Min. R.O.W. Roadway classification (mph) control requirements Barrett Parkway Arterial 45 Cobb County 100’ Average daily Level of Roadway Location trips (vpd) service North of Horseshoe Bend Barrett Parkway 21,500 D Road vpd = vehicles per day Based on 2024 AADT counting data taken by GDOT, as published on their website for Barrett Parkway. Planning Level of Service based on available Average Daily Trips using GRTA guideline thresholds. Classification thresholds for LOS A and LOS B are not available for arterial and major collector roads from this data source. LOS C or D is acceptable based on GDOT Design Policy Manual criteria. ITE AM PM Expected Land Description In Out Total In Out Total Daily (vpd) Size (DU) Use (vph) (vph) (vph) (vph) (vph) (vph) Single Family 210 43 7 23 30 25 15 40 405 Homes vph = vehicles per hour, DU = dwelling unit Development gross trip generation based on available development size and rates from the Institute of Transportation Engineers (ITE) Trip Generation, 11th edition. Comments and observations Barrett Parkway is classified as an arterial roadway and according to the available information the existing right-of-way does meet the minimum requirements for this classification. In accordance with Cobb County Code 134-121 and based on site plan dated November 20, 2025, this development does not require a traffic study submittal. However, Cobb DOT has requested a traffic study in accordance with Cobb County Code 106-11, because Ernest Barrett Parkway is a limited access highway that required the Board of Commissioners approve for new access. A Submittal 1 traffic study assumptions memorandum (dated October 14, 2025) was submitted by this developer at this location. Cobb DOT provided comments (dated November 3, 2025) and approval to the applicant team to proceed with the full Submittal 2 traffic study. A traffic Submittal 2 (dated November 17, 2025; received December 4, 2025) was received for this development. Cobb DOT then received an updated Submittal 2 on December 30, 2025. Cobb DOT provided comments for the updated Submittal 2 on January 7, 2026. The December 30th traffic study is approved by Cobb DOT and the traffic study requirement can be considered satisfied for this application. Page 856 of 1313Z-5-2026 DEPARTMENT COMMENTS – CCDOT (continued) Cobb County DOT supports abandonment of the existing right of way as shown in the proposed site plan. This property owner must coordinate with Cobb County DOT regarding the abandonment and subsequent purchase of the Old Horseshoe Bend Road right-of-way. This will need to be addressed between the applicant and the County before completion of the Plan Review process. Recommendations THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend applicant verify that minimum intersection sight distance is available for the Barrett Parkway access, and if it is not, implement remedial measures, subject to Cobb DOT’s approval, to achieve the minimum requirement of 500’. 2. Recommend Barrett Parkway access include a deceleration (right turn) lane to address safety because Barrett Parkway is an arterial roadway. This recommendation is pursuant to Cobb County Development Standard 402.9, Deceleration Lanes/Roadway Improvements Along Existing Streets, and Cobb County Development Standard Detail 401A, Deceleration Lanes. This recommendation is addressed conceptually in the site plan dated November 20, 2025. However, this site plan does not appear to fully comply with design requirements for this recommendation. Recommend location and design be determined during plan review, subject to Cobb DOT approval. 3. If the development is approved by the Board of Commissioners, recommend applicant submit a plat of survey and legal description of proposed right of way abandonment area to Cobb DOT to abandon and dispose of right of way in accordance with OCGA Section 32-7. 4. Recommend payment of fee in lieu for required sidewalk, curb and gutter installation along Barrett Parkway frontage. This recommendation will be finalized in plan review, subject to Cobb County DOT approval. Page 857 of 1313Z-5-2026 DEPARTMENT COMMENTS – CCDOT (continued) 5. Recommend a minimum of 50 feet straight-line distance (from end of curb return to start of adjacent curb return) between any residential driveways and interior roadways, adjacent curves, on-street parking or driveways. This recommendation is pursuant to Cobb County Development Standard 402.7.1, Residential Driveways and Cobb County Development Standard Detail 116R, Residential Driveway Standard. However, because of the tight home spacing, Cobb DOT notes that this standard cannot be met for adjacent internal driveways with the proposed site plan (dated November 20, 2025). The failure to meet this standard for internal driveway spacing is noted because it will preclude the interior roadways from being accepted by the County as public streets at a future date. 6. Recommend curb and gutter along both sides and sidewalk along one side of proposed internal roadway. The site plan (dated November 20, 2025) appears to comply with this recommendation. 7. Recommend extending uninterrupted access (distance to the first internal parking space or drive aisle) to a minimum of 50 feet from the edge of right-of-way line. This recommendation is to allow for vehicle stacking and is pursuant to Cobb County Development Standard 402.8, Non-Residential Driveways and Cobb County Development Standard Detail 116. Recommend final location and design be determined during plan review, subject to Cobb County DOT approval. 8. Recommend mail kiosk for proposed development be located off the right-of-way and either on the inward traffic flow or adjacent to off-street guest parking. This recommendation is to address safety because of the potential of illegal parking movements crossing opposing traffic. The site plan (dated November 20, 2025) appears to comply with this recommendation. 9. All signage and landscaping should be installed off county right-of-way and where it will not impede the line of sight for the driveways or roadways. 10. Recommend 10’ no access easement on Barrett Parkway and frontage along Old Horseshoe Bend Road. 11. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 858 of 1313Z-5-2026 DEPARTMENT COMMENTS – Zoning Division STAFF ANALYSIS Per section 134-122 of the Official Code of Cobb County, below is a written zoning analysis relating to the following (question in bold; the answer is not bold): A. Whether the zoning proposal will permit a use that is suitable in view of the use and development of adjacent and nearby property; It is Staff’s opinion that the applicant’s rezoning proposal will permit a use that is suitable in view of the use and development of adjacent and nearby property if the density is limited to five (5) units per acre. There are single-family residential developments surrounding this property with lower densities to the east and west. B. Whether the zoning proposal will adversely affect the existing use or usability of adjacent or nearby property; It is Staff’s opinion that the applicant’s rezoning proposal will not adversely affect the existing use or usability of adjacent or nearby properties if the density is limited to five (5) units per acre. The proposed development would have a slightly higher impact on surrounding development. The subdivision Trotter’s Field, located to the east, is developed at three (3) units per acre and the Barrett Cove Townhome community, located to the west, is developed at three point eight (3.8) units per acre. C. Whether the zoning proposal will result in a use which will or could cause an excessive burdensome use of existing streets, transportation facilities, utilities, or schools; It is Staff’s opinion that the applicant’s rezoning proposal will not result in a use which could cause an excessive or burdensome use of existing streets, transportation facilities, utilities, or schools if the density is limited to five (5) units per acre. This opinion can be supported by the department comments contained in the analysis. D. Whether the zoning proposal is in conformity with the policies and intent of the comprehensive plan; It is Staff’s opinion that the zoning proposal would be in conformity with the Cobb County Comprehensive Plan if the density is limited to five (5) units per acre. The property lies within the Medium Density Residential (MDR) future land use category. The MDR designation allows for moderate density housing between two and one-half (2.5) and five (5) dwelling units per acre. The project is proposed at 4.4 units per acre which would conform to the Medium Density Residential (MDR) future land use category, but be slightly higher than the surrounding developments. Page 859 of 1313Z-5-2026 DEPARTMENT COMMENTS – Zoning Division E. Whether there are other existing or changing conditions affecting the use and development of the property which give supporting grounds for either approval or disapproval of the zoning proposal; It is Staff’s opinion that there are existing and changing conditions affecting the use and development of the property which give supporting grounds for approving the applicant’s rezoning proposal if the density is limited to five (5) units per acre. The applicant has proposed to include the increased buffers adjacent to the lower density residential zoning to the east of the development. If developed, the applicant’s proposal would meet the objectives of the Comprehensive Plan for the MDR future land use category and fall within the surrounding development density range. The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions of the Planning and Zoning Staff and are by no means the final decision. The Cobb County Board of Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public hearing. 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L.L. ZONED: PRD 642 691 ~TROTTERS FIELD SUBDIVISION~ ~OPEN SPACE~ APPROX. L.L.L. APPROX. L.L. L.L. 691 716 X X X X X X X ZONED: PRD X X ~TROTTERS FIELD SUBDIVISION~ X THE REVIVE 20' LANDSCAPE SCREENING BUFFER PROPOSED 100' STREET FRONTAGE APPROX. L.L.L. APPROX. LAND GROUP X 3 SOURCE. ENTITLE. REVIVE. BIO-RETENTION X 4 ZONED: R-20 ONE ALLIANCE CENTER 10' LANDSCAPE STRIP PAVILION AND MAIL KIOSK STORMWATER NOW OR FORMERLY: 3500 LENOX ROAD X POND WILLIAM LYNN GAUSE SUITE 625 ATLANTA, GEORGIA 30326 X X X X X X X X X X X X X X X X O: (678) 223-8978 R53 WWW.THEREVIVELANDGROUP.COM 20' LANDSCAPE SCREENING BUFFER 17 R40 18 PROJECT 19 SOMERSET AT COMMUNITY 20 RIGHT OF WAY ABANDONMENT AREA #1 21 GATHERING 22 MACEDONIA AREA 23 A MASTER PLANNED 24 24' PROPOSED PUBLIC ROAD 50' PROPOSED ROW RESIDENTIAL DEVELOPMENT 25 TANGENT-654.3' 26 27 28 16 8 7 29 15 30 14 31 13 32 12 11 33 34 10 OLD HORSESHOE BEND 35 9 ROAD AND BARRETT 8 PARKWAY 7 6 10' LANDSCAPE STRIP MARIETTA, GEORGIA R53 5 30064 4 R40 ZONED: R-20 3 2 COBB COUNTY NOW OR FORMERLY: 1 24' PROPOSED PUBLIC ROAD GEORGIA KIMBERLY LYNN BROWN KIMBERLY LYNN 50' PROPOSED ROW & MORGAN TYLER BROWN & MORGAN TYLER TANGENT-282.6' 43 LAND LOT: 691 42 (VARIABLE WIDTH PUBLIC R/W) PUBLIC WIDTH (VARIABLE DISTRICT: 19TH OLD HORSESHOE BEND ROAD BEND HORSESHOE OLD 20' LANDSCAPE SCREENING BUFFER SCREENING LANDSCAPE 20' 41 CLIENT 40 39 TANGENT-152.6' 36 38 ROW PROPOSED 50' 10' LANDSCAPE STRIP THE REVIVE 37 LAND GROUP 24' PROPOSED PUBLIC ROAD PUBLIC PROPOSED 24' RIGHT OF WAY ABANDONMENT AREA #2 SOURCE. ENTITLE. REVIVE. 75' TAPER ZONED: MXU ONE ALLIANCE CENTER 10' LANDSCAPE STRIP ZONED: R-20 (CITY OF POWDER SPRINGS) 3500 LENOX ROAD 175' STORAGE LANE NOW OR FORMERLY: NOW OR FORMERLY: SUITE 625 X COBB COUNTY X X X X STANLEY MARTIN HOMES, LLC ATLANTA, GEORGIA 30326 X X X O: (678) 223-8978 ZONED: RA-5 THEREVIVELANDGROUP.COM NOW OR FORMERLY: REVISION BARRETT COVE TOWNHOME ASSOCIATION, INC REVISION DATE ERNEST BARRETT PARKWAY (A.K.A. EAST-WEST CONNECTOR) (F.K.A WEST COBB LOOP) SPOONBILL (109' PUBLIC R/W) LANE (LIMITED ACCESS HIGHWAY) 41' WIDE (TYP.) PROPERTY BOUNDARY L.L. L.L. 691 716 L.L. L.L. 691 APPROX. L.L.L. 642 MINIMUM LOT AREA 3,700 SF APPROX. L.L.L. L.L. L.L. L.L. 20' REAR SETBACK 20' REAR SETBACK 690 717 643 L.L. 690 PROJECT NUMBER 25021 SITE DATA: SEAL SITE AREA 10.171 ACRES OR 443,038 SF 1 FLOOD PLAIN 0.956 ACRES OR 41,645 SF (2 = 0.478 AC) NET SITE AREA 9.693 ACRES OF 422,216 SF ZONING PRELIMINARY NOT TO BE RELEASED 30' WIDE UNIT EXISTING ZONING R-20 FOR CONSTRUCTION PROPOSED ZONING RA-5 LOT DIMENSIONS 5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK 100' PROPERTY BOUNDARY TYP. MINIMUM LOT AREA 7,000 SF (PROPOSED 3,700 SF) SEAL IS ONLY VALID IF COUNTER SIGNED R AND DATED WITH AN ORIGINAL SIGNATURE MIN./MAX. ACERAGE REQUIRED 80,000 SF/20 ACRES www.Georgia811.com NORTH SITE LOCATION MAXIMUM DENSITY 5 UNITS PER ACRE 2 CAR GARAGE Knowwhat'sbelow. Callbefore you dig. MINIMUM FLOOR AREA 950 SF MINIMUM LOT WIDTH AT FRONT SETBACK 70 FEET/50 FEET (PROPOSED 41 FEET) 15' FRONT SETBACK 24 HOUR CONTACT: BUILDING SETBACKS 2 CAR DRIVEWAY FRONT YARD SETBACK ARTERIAL STREET 50 FEET (N/A) NEVILLE ALLISON 20' WIDE X 22' DEEP FROM FRONT YARD SETBACK INTERIOR STREET 20 FEET (PROPOSED 15 FEET) N O R T H SIDEWALK 678-223-8978 MAJOR SIDE YARD SETBACK 20 FEET (PROPOSED 15 FEET) DATE SIDE SETBACK INTERIOR 5 FEET 5' SIDEWALK 3' GRASS STRIP REAR SETBACK ARTERIAL STREET 40 FEET (PROPOSED 30 FEET) NOVEMBER 20, 2025 REAR SETBACK INTERIOR 30 FEET (PROPOSED 20 FEET) GENERAL NOTES: 24" CURB AND GUTTER DEVELOPMENT STANDARDS TITLE 1. STREAMS AND WETLANDS ARE LOCATED ON THE SITE 24' WIDE PUBLIC ROAD BACK 2. PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO FEDERAL OF CURB TO BACK OF CURB MINIMUM FLOOR AREA 950 SF EMERGENCY MANAGEMENT AGENCY (FEMA), AS SHOWN ON FLOOD INSURANCE RATE MAP (50' RIGHT OF WAY) CONCEPTUAL PANEL 0094H, WITH A DATE OF IDENTIFICATION OF MARCH 4, 2013 FOR COMMUNITY NO. BUILDING HEIGHT 35 FEET 13067C, COBB COUNTY, GEORGIA, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR 40% OR 1,295 SF (PROPOSED 45% OR SITE PLAN THE COMMUNITY IN WHICH SAID PREMISES IS LOCATED 24" CURB AND GUTTER MAXIMUM COVERAGE 3. POWER AND GAS EASEMENTS ARE LOCATED ON THE SITE IN THE EXISTING RIGHT OF WAY 1,650 SF) 4. NO CEMETERIES ARE LOCATED ON THE SITE MAXIMUM IMPERVIOUS AREA 35% OR 155,063 SF 5. SPEED LIMIT ON EARNEST BARRETT PARKWAY IS 45 MPH 0 50 100 150 feet SHEET N O R T H 6. WATER UTILITY PROVIDER IS COBB COUNTY PROPOSED UNITS 43 UNITS 7. SANITARY SEWER PROVIDER IS COBB COUNTY 8. SIZE AND LOCATION OF PROPOSED STRUCTURES AS INDICATED ON SITE PLAN 50' RIGHT OF WAY PROPOSED DENSITY 4.44 UNITS PER ACRE SITE LOCATION MAP 1" = 50'-0" TYPICAL LOT LAYOUT GUEST PARKING SPACES (0.5 SPACES PER UNIT) 22 SPACES OR 0.51 SPACES PER UNIT NOT TO SCALE Z-01 Page 942 of 1313Z-5-2026 DEPARTMENT COMMENTS – Stormwater Management 12/26/2025 Site Data 1. Address: PIN 19069100070 & 19069100010, E. of Barrett Pkwy & S. of Old Horseshoe Bend 2. District: 4 3. Existing Zoning: R-20 Existing Allowable Impervious Coverage: 35% 4. Proposed Zoning: RA-5 Allowable Future Impervious Coverage: 40% 5. Future Land Use: MDR Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: Yes Stormwater Information 1. Drainage Basin: Noses Creek Basin 2. State Stream Buffers: 3. County Stream Buffer Ordinance: Yes 4. Impaired Stream: Yes: If the site is within a one-mile radius of an impaired stream additional Erosion Control BMP’s per the State’s current requirements will be required. It is the Engineer’s responsibility to verify Impaired Streams per the State EPD’s list. 5. Hotspot: No 6. Wetlands: Yes 7. Water Intake Zone: No 8. Chattahoochee River Corridor: No 9. Existing Onsite Ponds / Lake: No Topography Information 1. General site Description: The site is predominantly wooded and drains to the south into Noses Creek. A short length of County R/W will be abandoned as part of this project. Project Design Comments and Recommendations The following comments and recommendations are typically required at the time of plan review and permitting. Proposed Project Onsite Design Requirements 1. At the time of plan review provide a comprehensive Hydrology Study and Design for the Stormwater Management Design will be required. The design and study shall be in accordance with the Georgia Stormwater Management Manual and the current Cobb County Codes. The design and study shall include but not limited to stormwater detention, runoff reduction and/or water quality, channel protection, and downstream flood prevention. Page 943 of 1313 Z-5-2026 DEPARTMENT COMMENTS – Stormwater Management (continued) 2. At the time of plan review calculate and provide the percentage of impervious coverage for the project site on the plans. 3. Impervious calculations for residential subdivision design shall be based the maximum allowable percentage per lot based on the zoning category plus all additional impervious areas including but not limited to roads, sidewalks, and amenity areas. 4. Recommend a pre-design concept meeting with Cobb County Stormwater Management Division. At the time of the Concept Meeting a proposed concept stormwater management plan shall be presented. 5. The proposed onsite storm drain system and stormwater management facility is considered private. All annual inspections, maintenance and repairs are the responsibility of the property owner. A stormwater facility “Maintenance Agreement and Access Easement” will be required at the time of the land disturbance permit with the Cobb County Stormwater Management Division. 6. The Owner/Developer is responsible for obtaining any required stream piping and wetland disturbance permits from the U.S. Army Corps of Engineers including any required mitigation. Copies of the Corps of Engineers approvals, permits, and proof of mitigation are to be furnished at the time of the Land Disturbance Permit and scanned onto the plan sheets of the project drawings. 7. The Owner/Developer is responsible for obtaining any required stream piping and buffer variances from the Georgia EPD including any mitigation. Copies of the State’s approvals, permits, and proof of mitigation are to be furnished at the time of the Land Disturbance Permit and scanned onto the plan sheets of the project drawings. 8. Stormwater discharges must be controlled not to exceed the existing capacity of the downstream storm drainage system including drainage swales and roadside ditches. 9. Substantially mitigate any effects of concentrated stormwater discharges onto adjacent properties. Level spreaders may be required to disburse the stormwater discharge. 10. Developer must secure drainage easement(s) to receive concentrated discharges where none naturally exist downstream. 11. Any spring activity discovered must be addressed by a qualified registered geotechnical professional engineer (PE) at the expense of the owner/developer. Page 944 of 1313 Z-5-2026 DEPARTMENT COMMENTS – Stormwater Management (continued) 12. Structural fill must be placed under the direction of a qualified registered geotechnical engineer (PE) at the expense of the owner/developer. Special Conditions 1. The dumpster pad on this site, if one is utilized, must be connected to sanitary sewer or an infiltration system must be provided to capture the dumpster pad runoff. 2. The detention pond grading must remain outside the floodplain. 3. The detention pond bottom elevation must remain above the Base Flood Elevation. 4. This lot arrangement appears more dense (43 lots) than the previously heard Z-20-2025 at 40 lots. RRv must be provided outside the detention pond. The proposed Bio- retention area is constructed on a slope and does not appear to be located to capture all the developed runoff. 5. Pipes passing between units must be RCP and provide a minimum 20’ Drainage Easement, which may alter the lot layout. 6. How will all the developed area of the site be captured and conveyed to the pond? Currently, a roadside ditch along Barrett Pkwy conveys runoff to the creek. Can this ditch remain and be directed into the detention pond? 7. Where does the low-point at Northwest corner of the site drain to? 8. All of the RA-5 lot area must be located outside the floodplain and the homes constructed 3’ above the BFE or 2’ above the roadway (Barrett Pkwy) overtopping elevation, whichever is higher. 9. The north arrow on the zoning site plan is pointing east. Page 945 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  Z‐6‐2026   SITE BACKGROUND  Applicant       Colliflower, Inc.  Phone       Contact Zoning Office  Email     Contact Zoning Office  Representative Contact   Parks F. Huff  Phone       Contact Zoning Office  Email     Contact Zoning Office  Titleholder       B & J HYD Building, Inc.  Property Location   Located on the northwest corner of Old 41 Highway and Hames  Road  Address     1661 Old 41 Highway  Access to Property     Old 41 Highway and Hames Road  QUICK FACTS  Commission District    2 ‐ Allen  Current Zoning     GC  Current Use of Property  Hydraulics business  Proposed Zoning   LI  Proposed Use     Hydraulics business  Future Land Use     IC  Site Acreage      0.48  District       19  Land Lot       934  Parcel #       16093400140  Taxes Paid       Yes    FINAL ZONING STAFF RECOMMENDATIONS  Click here to enter text.  Page 946 of 1313 Z-6 2026 Map 934 Marietta RM-8 933 OLD 41 HWY RM-8 LI GC HAMES RD R-20 LRO GC LI D R LI 939 K 940 IR K LI OS LI HI This map is provided for display and 0 115 230 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 947 of 1313Page 948 of 1313Page 949 of 1313Page 950 of 1313Received by Zoning 12-04-2025 Page 951 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE Z-6-2026 SITE BACKGROUND Applicant Colliflower, Inc. Phone Contact Zoning Office Email Contact Zoning Office Representative Contact Parks F. Huff Phone Contact Zoning Office Email Contact Zoning Office Titleholder B & J HYD Building, Inc. Property Location Located on the northwest corner of Old 41 Highway and Hames Road Address 1661 Old 41 Highway Access to Property Old 41 Highway and Hames Road QUICK FACTS Commission District 2 - Allen Current Zoning GC Current Use of Property Hydraulics business Proposed Zoning LI Proposed Use Hydraulics business Future Land Use IC Site Acreage 0.48 District 16 Land Lot 934 Parcel # 16093400140 Taxes Paid Yes FINAL ZONING STAFF RECOMMENDATIONS (Zoning staff member: Peyton McClure, CNU-A) Based on the analysis of this case, Staff recommends APPROVAL subject to the following: Page 952 of 1313Z-6-2026 DEPARTMENT COMMENTS – Zoning Division 1. Site plan received by the Zoning Division on December 4, 2025, with the District Commissioner approving minor modifications; 2. Water and Sewer Division comments and recommendations; 3. Fire Department comments and recommendations; 4. Stormwater Management Division comments and recommendations; 5. Department of Transportation comments and recommendations; 6. Site Plan Review comments and recommendations; and 7. No outdoor storage or outdoor display of merchandise. Page 953 of 1313Z-6-2026 DEPARTMENT COMMENTS – Zoning Division Page 954 of 1313Z-6-2026 DEPARTMENT COMMENTS – Zoning Division Page 955 of 1313 Z-6-2026 DEPARTMENT COMMENTS – Zoning Division North Zoning: City of Marietta Future Land Use: N/A WEST EAST Zoning: LI/ Zoning: City of General Marietta Contractor Future Land Future Land Use: N/A Use: IC SOUTH Zoning: LI/ General Contractor Future Land Use: IC Page 956 of 1313Z-6-2026 DEPARTMENT COMMENTS – Zoning Division Current zoning district for the property The GC district is established to provide locations for retail commercial and service uses which are oriented toward automotive businesses, are land intensive with a need for major road access and visibility, are generally not listed as a permitted uses within the NRC (neighborhood retail commercial) and CRC (community retail commercial) districts or may have existing stipulations and conditions that limit certain intensive uses and are located in areas delineated within a community activity center and regional activity center as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. Any existing GC district, developed or undeveloped, located within an area delineated within an industrial- compatible area or industrial area as shown on the comprehensive plan, shall be deemed to be a grandfathered, nonconforming use after January 1, 1991, and subject to those provisions contained in this chapter. Requested zoning district for the property The LI district is established to provide locations for light industrial uses such as low intensity automobile repair and service, animal care facilities, commercial greenhouses, livestock, poultry, business distribution centers, warehousing and storage, and transportation terminals, which are on properties delineated within or on the perimeter of an industrial compatible and industrial category as defined and shown on the Cobb County Comprehensive Land Use Plan: A Policy Guide, adopted November 27, 1990. When located on the perimeter of an industrial node, the LI district should provide for uses that are low in intensity and scale such as to ensure compatibility with surrounding properties. Summary of the applicant’s proposal The applicant is requesting rezoning of the 0.48-acre property from the GC general commercial zoning district to the LI light industrial zoning district for the purposes of expanding a hydraulic repair facility catering to C.W. Mathews business directly across the street. The facility will be a continuation of an already established operation, with business hours set from 8:00am to 6:00pm. Rezoning is needed to allow for a 1,400 square foot addition to the front of the building. Page 957 of 1313 Z-6-2026 DEPARTMENT COMMENTS – Zoning Division Non-residential criteria Proposed # of buildings: 1 Proposed # of stories: 1 Total sq. footage of development: 3,800 Floor area ratio: 0.18 Square footage per acre: 7,917 Required parking spaces: 10 Proposed parking spaces: 0, none striped Acres in floodplain or wetlands: 0 Impervious surface shown: N/A Are there any zoning variances? Yes; 1. Reduce required lot size from 40,000 square feet to 20,900 square feet; 2. Reduce the front setback along Hames Road from 50 feet to 25 feet; 3. Reduce the major side setback along Old 41 Highway from 25 feet to 18 feet; and 4. Reduce the minor side setback from 20 feet to 10 feet. Are there any environmental conditions existing or proposed on the site? No. Page 958 of 1313Z-06-2026 DEPARTMENT COMMENTS – Fire Department 12/17/25 The proposed zoning case must address the comments listed below by prescriptive code or equivalency, as approved by the Cobb County Fire Marshal’s Office Approval will be based on Professional Engineer-stamped plans that signify overall plan conformance to all Georgia State and Cobb County Codes. Design Professional and Developer maintain the sole responsibility for the design and for correcting all errors, omissions, problems, and code violations (if any) exposed during construction AFTER authorization by Cobb County. IFC 510- EMERGENCY RESPONDER RADIO COVERAGE: New buildings are required to provide radio coverage for emergency responders per the International Fire Code. Testing is required by a third party and when deemed necessary amplification systems are required before the building will be issued a certificate of occupancy. This serves as an early notification to owners and developers for budgeting purposes. FIRE DEPARTMENT ACCESS: Fire apparatus access roads shall extend to within 150 feet of all portions of the facility or any portion of the exterior wall of the first floor (State Modifications IFC 503.1 2018 Edition and Cobb County Development Standards 402.11). A ten-foot separation, open to sky, is required in order to measure between structures. (CCDS 402.11) All access roads shall meet the American Association of State and Highway Transportation Officials (AASHTO) design manual live load standard HS20 (75,000 lbs.) with an unobstructed width of not less than 20 feet, 35 foot inside radius, 50 foot outside turning radius and unobstructed vertical clearance of not less than 13 feet 6 inches. (Cobb County Development Standards 402.11) Maximum slope of the access road in reference to the apparatus is 10% Front to Back and 5% Side to Side. Maximum grade of roadways leading to Fire Access roads refer to the Cobb County Development Standard Section 400: 14% for Non-Residential. Maximum angle of departure is 8.5%. Dead-end access roads more than 150 feet shall be provided with a turn-around (IFC Chapter-5, 120-3-3 Rules and Regulations, CCDS Section-401 & 402). Refer to APPENDIX-D for dimensional criteria for turn-arounds in commercial developments. FIRE PROTECTION: Automatic sprinkler protection must be provided where mandated by the applicable codes. Page 959 of 1313Z-06-2026 DEPARTMENT COMMENTS – Fire Department (continued) CERTIFICATE OF OCCUPANCY: Plans must be submitted to the Cobb County Fire Marshal’s Office to initiate the Certificate of Occupancy process. Jeff Byrd (678) 229-7059 Jeffrey.Byrd@cobbcounty.gov Page 960 of 1313Z-6-2026 DEPARTMENT COMMENTS – Site Plan Review 12/26/2025 A land disturbance permit is required for the construction of this project. Fully designed civil engineering plans must be submitted to the Site Plan Review Section, Community Development Agency. 770-528-2147. Page 961 of 1313Z-6-2026 DEPARTMENT COMMENTS – Cemetery Preservation No comment Page 962 of 1313Z-6-2026 DEPARTMENT COMMENTS – School System 2/3/2026 Approval of this petition will not have an impact on the enrollment of schools. Page 963 of 1313 Z-6-2026 DEPARTMENT COMMENTS – Planning Division 12/26/2025 Comprehensive Plan Future Land Use Designation: Industrial Compatible The subject tract is within the Industrial Compatible (IC) future land use category. The purpose of the IC is to provide for areas that can support light industrial, office/warehouse and distribution uses. Typical land uses for these areas include professional business parks and distribution centers. Future Land Use Sub-Category? N/A Consistent Inconsistent House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If yes, which City: Marietta Was the city notified? Yes Specific Area Policy Guidelines: Yes No Policy: Masterplan/ Corridor Study: Yes No Name of Masterplan/Corridor Study: N/A Design guidelines area? Yes No If yes, design guidelines area? N/A Does the proposal plan comply with the design requirements? N/A Is the property within an Opportunity Zone? Yes No If yes, Opportunity Zone? N/A (The Opportunity Zone is an incentive that provides $3,500 tax credit per job in eligible areas if two or more jobs are being created. This incentive is for new or existing businesses) Is the property within an Enterprise Zone? Yes No If yes, Enterprise Zone? N/A (The Enterprise Zone is an incentive that provides tax abatements and other economic incentives for qualifying businesses locating or expanding within designated areas for new jobs and capital investment) Is the property eligible for the Façade Improvement Yes No Program? (The Façade Improvement Program is an incentive for owners and tenants to enhance the appearance of buildings. The CDBG program provides the funding. Properties must be either on the current inventory of redevelopment sites or in a corridor study area and be in a census tract with at least 51% low and moderate income. The program serves to improve the economic viability of these areas.) Page 964 of 1313 Z-6-2026 DEPARTMENT COMMENTS – Planning Division (continued) Is the property eligible for incentives through the Yes No Commercial and Industrial Property Rehabilitation Program? (The Commercial and Industrial Property Rehabilitation Program Is an incentive that provides a reduction in ad valorem property taxes for qualifying redevelopment in eligible areas) Note: For more information on incentives, please call the Community Development Agency- Economic Development Division at 770-528-2018 or find information online at www.cobbcounty.org/econdev. Special District: Is this property within the Cumberland Special Yes No District #1 (hotel/motel fee)? Is this property within the Cumberland Special Yes No District #2 (ad valorem tax)? Dobbins Air Reserve Base Zones: Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Historic Preservation: After consulting various county historic resources surveys, historic maps, archaeology surveys and Civil War trench location maps, staff finds that no known significant historic resources appear to be affected by this application. Page 965 of 1313 Z‐6‐2026  DEPARTMENT COMMENTS – Water and Sewer        Water comments:   At development:            YES            NO      Fire flow test required:           YES            NO      Size/location of existing water main(s): 16” on Old 41 Hwy  Additional water comments:      Sewer comments:  In the drainage basin:          YES            NO      At development:           YES            NO*      Approx. distance to nearest sewer:  On‐site  Estimated waste generation (in G.P.D.):  Average daily = 430             Peak flow = 1,075  Treatment plant:    Noonday WRF  Plant capacity:            Yes            NO      Projected plant availability:        0‐5 years    5‐10 years     over 10 years  Off‐site easement required:        YES*          NO      *If  off‐site  easements  are  required,  the  developer/owner  must  submit  easements  to  Line capacity study required:        YES            NO      CCWS for review and approval as to form and  stipulations  prior  to  the  execution  of  Letter of allocation issued:        YES            NO      easements  by  the  property  owners.  All  easement acquisitions are the responsibility of  Septic tank recommended by this department:   YES            NO      the developer/owner.  Subject to Health Department approval:      YES            NO      Additional sewer comments:  If an LDP is required, this property will be required to connect to  sewer within the scope of the LDP. This property is inside the Old Hwy 41 Special Assessment  Area where a sewer fee of $13,000 per acre is due prior to LDP issuance.    Note: These comments only reflect what facilities were in existence at the time of this review. Developer may be required to install/upgrade  water mains based on fire flow test results or Fire Department code. This will be addressed in the Plan Review process. The developer/owner  will be responsible for connecting to the existing county water and sewer systems, installing and/or upgrading all outfalls & water mains,  obtaining onsite and/or offsite easements, and dedication of onsite and/or offsite water and sewer to Cobb County as may be required.  Rezoning does not guarantee water/sewer availability or capacity unless so stated in writing by the Cobb County Water System.    Page 966 of 1313 Z-6-2026 DEPARTMENT COMMENTS – CCDOT Roadway Roadway Speed limit Jurisdictional Min. R.O.W. classification (mph) control requirements Old 41 Highway Major Collector 35 Cobb County 80’ Hames Road Local 30 Cobb County 50’ Average daily Level of Roadway Location trips (vpd) service Old 41 Highway South of Kirk Road 12,300 D Hames Road NA NA NA vpd = vehicles per day, NA = Not Applicable Based on 2024 AADT counting data taken by GDOT, as published on their website, for Old 41 Highway. Planning Level of Service based on available Average Daily Trips using GRTA guideline thresholds. Classification thresholds for LOS A and LOS B are not available for arterial and major collector roads from this data source. LOS C or D is acceptable based on GDOT Design Policy Manual criteria. ITE AM PM Expected Daily Land Description In Out Total In Out Total Size (KSF) (vpd) Use (vph) (vph) (vph) (vph) (vph) (vph) General Light 1.4* 0 1 1 1 0 1 7 110 Industrial vph = vehicles per hour, KSF = thousand square feet Development gross trip generation based on available development size and rates from the Institute of Transportation Engineers (ITE) Trip Generation, 11th edition. *1.4 KSF is the proposed area. However, 2.4 KSF area is the existing condition. Comments and observations Old 41 Highway is classified as a major collector roadway and according to the available information the existing right-of-way does not meet the minimum requirements for this classification. Hames Road is classified as a local roadway and according to the available information the existing right-of-way does not meet the minimum requirements for this classification. In accordance with Cobb County Code 134-121 and based on site plan received December 4, 2025, this development does not require a traffic study submittal. Recommendations THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend applicant, WITHIN 12 MONTHS OF ZONING APPROVAL, donate right-of-way on the North side of Hames Road, a minimum of 25’ from the roadway centerline, in accordance with Cobb County Development Standard 401.2, Right-of-Way. Page 967 of 1313Z-6-2026 DEPARTMENT COMMENTS – CCDOT (continued) 2. Should any development of the property occur in the future, where development is defined as any action requiring a Land Disturbance Permit, Cobb DOT recommends the following: a. Recommend applicant, PRIOR TO DEVELOPMENT PLAN APPROVAL, donate right- of-way on the Sout side of Old 41 Highway, a minimum of 40’ from the roadway centerline, in accordance with Cobb County Development Standard 401.2, Right- of-Way. b. Recommend curb, gutter, and sidewalk along the entire frontages of Old 41 Highway and Hames Road to meet Cobb DOT standards. This recommendation is pursuant to Cobb County Development Standard 401.15, Curbs and Gutters (including subsections), Cobb County Development Standard 404 Sidewalks and Pathways, Cobb County Development Standard Detail 106, Concrete Curbs, Medians. c. Recommend closing and removing driveway along Old 41 Highway frontage or dividing parking lot through the development to reduce improper turning movements through private property. d. Recommend driveway(s) meet commercial driveway standards per Section 402.08, Non-Residential Driveways, of the Cobb County Development Standards. 3. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 968 of 1313Z-6-2026 DEPARTMENT COMMENTS – Zoning Division STAFF ANALYSIS Per section 134-122 of the Official Code of Cobb County, below is a written zoning analysis relating to the following (question in bold; the answer is not bold): A. Whether the zoning proposal will permit a use that is suitable in view of the use and development of adjacent and nearby property; It is Staff’s opinion that the zoning proposal will permit a use that is suitable in view of the use and development of adjacent and nearby property. The area largely caters to industrial uses, additionally, the proposed use is a continuation of an existing business that currently serves the needs to another industrial compatible business across the street. B. Whether the zoning proposal will adversely affect the existing use or usability of adjacent or nearby property; It is Staff’s opinion that the zoning proposal would not adversely affect the existing use or usability of adjacent or nearby property. Surrounding businesses are predominately industrial in nature, with the proposed expansion being for an existing business. C. Whether the zoning proposal will result in a use which will or could cause an excessive burdensome use of existing streets, transportation facilities, utilities, or schools; It is Staff’s opinion that the zoning proposal would not result in a use which will or could cause an excessive burdensome use of existing streets, transportation facilities, utilities, or schools. The proposed business was established to meet the needs of the business across the street, so this use would not meaningfully expand potential traffic usage. D. Whether the zoning proposal is in conformity with the policies and intent of the comprehensive plan; It is Staff’s opinion that the zoning proposal is in conformity with the policies and intent of the comprehensive plan. The Future Land Use for this property is designated as IC Industrial Compatible, therefore the LI light industrial designation would be appropriate for this property. Additionally, rezoning this property would clarify expected usages for this property as opposed to the broad allowances permitted under the original GC general commercial zoning district. E. Whether there are other existing or changing conditions affecting the use and development of the property which give supporting grounds for either approval or disapproval of the zoning proposal; It is Staff’s opinion that there are existing conditions affecting the use and development of the property which give supporting grounds for approving the applicant’s zoning proposal. The current zoning district would not allow for any sort of expansion of existing usages nor new alternative uses due to the “grandfathered” nature of the GC Page 969 of 1313Z-6-2026 DEPARTMENT COMMENTS – Zoning Division zoning district. The proposed LI district is in conformity with the comprehensive plan and would allow for another such “grandfathered” GC property to be transitioned to a more appropriate zoning classification. The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions of the Planning and Zoning Staff and are by no means the final decision. The Cobb County Board of Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public hearing. Page 970 of 1313Page 971 of 1313 GARVIS L. SAMS, JR. AMS ARKIN UFF 770∙422∙7016 (1952-2025) S , SLUITE 100 & H T TELEPHONE A LIMITED LIABILITY PARTNERSHIP JOEL L. LARKIN 376 POWDER SPRINGS STREET 770∙426∙6583 SUITE 100 PARKS F. HUFF MARIETTA, GEORGIA 30064-3448 FACSIMILE 376 POWDER SPRINGS STREET MARIETTA, GEORGIA 30064-3448 February 11, 2026 VIA EMAIL Mr. John P. Pederson, AICP, Manager Cobb County Zoning Division Community Development Agency 1150 Powder Springs Road, Suite 400 Marietta, GA 30064 Re: Application of Colliflower, Inc. to Rezone an approximate 0.48±-Acre Tract from GC to LI; Land Lot 934 of the 16th District; Located on the southwest side of Old 41 Highway, north side of Hames Road (1661 Old 41 Highway); Z-6 of 2026 Dear John: I represent Colliflower, a long-time property and business owner in Cobb County. The above-described property has been used as a hydraulics repair facility that was built in 1968, and it is strategically located across Old 41 from its biggest client CW Mathews, another important Cobb business and employer. Inexplicably, despite the long-time industrial use, the property has been zoned GC instead of LI, as the use would require. The industrial use preceded the GC zoning which was placed on the property when it was originally zoned. Because Colliflower would like to invest in an addition on the property, the property must be rezoned from GC to LI to correct the zoning inconsistency. The property is triangular in shape and very narrow. The Department of Transportation (DOT) comments that are part of a rezoning case typically can be agreed to because they do not have a material impact on the property and its use. In this case, a donation of right of way along Old 41 would result in a material taking of property, greatly devaluing the property and its ability to support a business and any use. The building and property were developed for Light Industrial use in 1968 and the original zoning from 1972 should have reflected this use instead of GC. The county has not needed additional right of way in the last almost 60 years so donation of critical property for a potential right of way need that has not been needed in the past is unnecessary. Based upon the foregoing, the applicant requests approval of the rezoning subject to the following conditions: 1) The site plan submitted with the application received by the county on December 4, 2025, with the addition shown on the site plan and the variances as depicted on the Page 972 of 1313 VIA EMAIL Mr. John P. Pederson, AICP, Manager Cobb County Zoning Division Community Development Agency February 11, 2026 Page 2 __________________ site plan for setback, impervious coverage and other development and zoning ordinance requirements with the District Commissioner approving minor modifications; 2) Water and Sewer comments and recommendations; 3) Fire Department comments and recommendations; 4) Stormwater Management Division comments and recommendations; 5) Site Plan Review Comments and recommendations; and 6) No outdoor storage or display of merchandise. With this revised stipulation list, the case can remain on consent agenda. Please let me know if you need any additional information. Very truly yours, SAMS, LARKIN & HUFF, LLP Parks F. Huff phuff@samslarkinhuff.com PFH/jac cc: ON FOLLOWING PAGE Page 973 of 1313 VIA EMAIL Mr. John P. Pederson, AICP, Manager Cobb County Zoning Division Community Development Agency February 11, 2026 Page 3 __________________ cc: Members, Cobb County Board of Commissioners (via email) Dr. Jackie McMorris, County Manager (via email) Mr. Brian Johnson, Senior Associate County Attorney, Cobb County Attorney’s Office (via email) Board of Commissioners Assistants (via email) Ms. Jessica Guinn, AICP, Director (via email) Mr. Terry Martin, AICP, CNU-A, Senior Planner (via email) Mr. Cameron Jones, MCRP, CNU-A, Planner III (via email) Ms. Jessica Berman, Planner I (via email) Mr. Peyton McClure, CNU-A, Planner I (via email) Mr. Shaun Daniels, Planner I (via email) Ms. Pam Mabry, County Clerk (via email) Ms. Robin Stone, Deputy County Clerk (via email) Ms. Leila Washington, Deputy County Clerk (via email) Mr. Jeff Byrd, Fire Marshal’s Office (via email) Ms. Amy Diaz, P.E., Cobb DOT (via email) Mr. Wilson Collins, Cobb DOT (via email) Mr. Andrew Heath, P.E., Stormwater Management Division (via email) Mr. Chris Duggan, Cobb County Water and Sewer Division (via email) Mr. Bradley Ruby, Director of Operations, Colliflower, Inc. (via email) Mr. Matthew Bailey, PE, Bailey Civil Group (via email) Page 974 of 1313Z-6-2026 DEPARTMENT COMMENTS – Stormwater Management 12/26/2025 Site Data 1. Address: 1661 Old 41 Highway 2. District: 2 3. Existing Zoning: GC Existing Allowable Impervious Coverage: 70% 4. Proposed Zoning: LI Allowable Future Impervious Coverage: 70% 5. Future Land Use: IC Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: No / Yes; Zone: 2. FEMA Map Number: Stormwater Information 1. Drainage Basin: Noonday Creek Basin 2. Impaired Stream: Yes: If the site is within a one-mile radius of an impaired stream additional Erosion Control BMP’s per the State’s current requirements will be required. It is the Engineer’s responsibility to verify Impaired Streams per the State EPD’s list. 3. Hotspot: Yes: Due to the proposed use of site; portions of the proposed site will be considered a “Hotspot” requiring an oil/water separator to capture potential stormwater contaminates prior to entering the stormwater management facility. 4. Wetlands: No 5. Water Intake Zone: No 6. Chattahoochee River Corridor: No 7. Existing Onsite Ponds / Lake: No Topography Information 1. General site Description: The triangular shaped lot is developed with a building and parking areas. Project Design Comments and Recommendations The following comments and recommendations are typically required at the time of plan review and permitting. Proposed Project Onsite Design Requirements 1. At the time of plan review calculate and provide the percentage of impervious coverage for the project site on the plans. Page 975 of 1313 Z-6-2026 DEPARTMENT COMMENTS – Stormwater Management (continued) 2. Recommend a pre-design concept meeting with Cobb County Stormwater Management Division. At the time of the Concept Meeting a proposed concept stormwater management plan shall be presented. 3. The proposed onsite storm drain system and stormwater management facility is considered private. All annual inspections, maintenance and repairs are the responsibility of the property owner. A stormwater facility “Maintenance Agreement and Access Easement” will be required at the time of the land disturbance permit with the Cobb County Stormwater Management Division. 4. Any Future improvements to the site will be considered a redevelopment project. Redevelopment projects that create, adds, or replaces 5,000 square feet or greater of new impervious surface area or that involves other land disturbing activity of one acre or more. Therefore, requiring an updated stormwater management facility that may require runoff reduction, water quality, and detention per the Georgia Stormwater Management Manual (GSMM). Special Conditions 1. The dumpster pad on this site, must be connected to sanitary sewer or an infiltration system must be provided to capture the dumpster pad runoff. 2. The proposed 40’ x 35’ building expansion would add only 1400sf of “redeveloped” impervious area and would be exempt from Stormwater Management except for the need to provide Water Quality for the site which is considered a “Hot-Spot” classification. Page 976 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  Z‐7‐2026   SITE BACKGROUND  Applicant       Red Ridge Properties, LLC  Phone       Contact Zoning Office  Email     Contact Zoning Office  Representative Contact   J. Kevin Moore  Phone       Contact Zoning Office  Email     Contact Zoning Office  Titleholder       Estate of James Lamar Rucker  Property Location   Located on the east side of Hembree Road, across from Creek  Park Drive and Timber Bluff Drive  Address     2760 and 2830 Hembree Road  Access to Property     Hembree Road  QUICK FACTS  Commission District    3 ‐ Birrell  Current Zoning     R‐30  Current Use of Property  Single‐family residence  Proposed Zoning     R‐20  Proposed Use     Single‐family community  Future Land Use     LDR  Site Acreage      13.20  District       16  Land Lot       533, 548  Parcel #       16054800010, 16053300070  Taxes Paid       Yes    FINAL ZONING STAFF RECOMMENDATIONS  Click here to enter text.  Page 977 of 1313 Z-7 2026 Map A L I N B S E L R R-15 EY TY CS C MAN RID T OR GE TRL R-20 R-20 R-30 E WENDY C C LN R R 532 T E 533 E N K O T P 534 A G R N K CE I D TR X R E M L E AL S R-20 D R R-15 E E R B R-15 M E SUDBURY CT H DR F F U L B R E B M I T R-30 R-15 SUDBURY TRCE 549 548 547 R-15 E L T AS NC GREENCASTLE CHSE EE Y GR WA PAIGE HEIGHTS CT 604 R-15 605 R-20 606 This map is provided for display and 0 205 410 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 978 of 1313Page 979 of 1313Page 980 of 1313Page 981 of 1313Page 982 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE Z-7-2026 SITE BACKGROUND Applicant Red Ridge Properties, LLC Phone Contact Zoning Office Email Contact Zoning Office Representative Contact J. Kevin Moore Phone Contact Zoning Office Email Contact Zoning Office Titleholder Estate of James Lamar Rucker Property Location Located on the east side of Hembree Road, across from Creek Park Drive and Timber Bluff Drive Address 2760 and 2830 Hembree Road Access to Property Hembree Road QUICK FACTS Commission District 3 - Birrell Current Zoning R-30 Current Use of Property Single-family residence Proposed Zoning R-20 Proposed Use Single-family community Future Land Use LDR Site Acreage 13.20 District 16 Land Lot 533, 548 Parcel # 16054800010, 16053300070 Taxes Paid Yes FINAL ZONING STAFF RECOMMENDATIONS (Zoning staff member: Jessica Berman, MPA, CNU-A) Based on the analysis of this case, Staff recommends APPROVAL subject to the following: Page 983 of 1313Z-7-2026 DEPARTMENT COMMENTS – Zoning Division 1. Final Site Plan to be approved by the District Commissioner; 2. Final Elevations to be approved by the District Commissioner; 3. Fire Department comments and recommendations; 4. Water and Sewer Division comments and recommendations; 5. Stormwater Management Division comments and recommendations; and 6. Department of Transportation comments and recommendations. Page 984 of 1313Z-7-2026 DEPARTMENT COMMENTS – Zoning Division Page 985 of 1313Z-7-2026 DEPARTMENT COMMENTS – Zoning Division Page 986 of 1313 Z-7-2026 DEPARTMENT COMMENTS – Zoning Division North Zoning: R-30 / Single-family residences LDR Future Land Use: WEST EAST Zoning: R -15 / Zoning: R-15 / Single-family Single-family residences residences Future Land Future Land Use: LDR Use: LDR SOUTH Zoning: R-15 / Single-family residences Future Land Use: LDR Page 987 of 1313 Z-7-2026 DEPARTMENT COMMENTS – Zoning Division Current zoning district for the property The R-30 district is established to provide locations for single-family residential uses or residentially compatible institutional and recreational uses which are within or on the edge of properties delineated for any residential category as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. When residentially compatible institutional and recreational uses are developed within the R-30 district, they should be designed and built to ensure intensity and density compatibility with adjacent single- family detached dwellings and otherwise to implement the stated purpose and intent of this chapter. Requested zoning district for the property The R-20 district is established to provide locations for single-family residential uses or residentially compatible institutional and recreational uses which are within or on the edge of properties delineated for any residential category as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. When residentially compatible institutional and recreational uses are developed within the R-20 district, they should be designed and built to ensure intensity and density compatibility with adjacent single- family detached dwellings and otherwise to implement the stated purpose and intent of this chapter. Summary of the applicant’s proposal The applicant is requesting a rezoning of the subject 13.22-acre site to the R-20 single-family residential district to develop a 20-lot single-family home subdivision. The proposed square footage of the homes will be an average of 2,500 square feet and the proposed architecture will be traditional/craftsman. Residential criteria Allowable units as zoned: 14 Proposed # of units: 20 Net density: 1.95 Increase of units: 6 Acres of floodplain/wetlands: 2.95 Impervious surface shown: Maximum 35% Are there any zoning variances? No. Page 988 of 1313Z-07-2026 DEPARTMENT COMMENTS – Fire Department 12/17/25 The proposed zoning case must address the comments listed below by prescriptive code or equivalency, as approved by the Cobb County Fire Marshal’s Office Approval will be based on Professional Engineer-stamped plans that signify overall plan conformance to all Georgia State and Cobb County Codes. Design Professional and Developer maintain the sole responsibility for the design and for correcting all errors, omissions, problems, and code violations (if any) exposed during construction AFTER authorization by Cobb County. FIRE DEPARTMENT ACCESS: Fire apparatus access roads shall extend to within 150 feet of all portions of the facility or any portion of the exterior wall of the first floor (State Modifications IFC 503.1 2018 Edition and Cobb County Development Standards 402.11). A ten-foot separation, open to sky, is required in order to measure between structures. (CCDS 402.11) All access roads shall meet the American Association of State and Highway Transportation Officials (AASHTO) design manual live load standard HS20 (75,000 lbs.) with an unobstructed width of not less than 20 feet, 35 foot inside radius, 50 foot outside turning radius and unobstructed vertical clearance of not less than 13 feet 6 inches. (Cobb County Development Standards 402.11) Maximum slope of the access road in reference to the apparatus is 10% Front to Back and 5% Side to Side. Maximum grade of roadways leading to Fire Access roads refer to the Cobb County Development Standard Section 400: 14% for Non-Residential. Maximum angle of departure is 8.5%. Dead-end access roads more than 150 feet shall be provided with a turn-around (IFC Chapter-5, 120-3-3 Rules and Regulations, CCDS Section-401 & 402). Refer to APPENDIX-D for dimensional criteria for turn-arounds in commercial developments. FIRE HYDRANT: The maximum distance of a hydrant to the most remote portion of a structure shall be 500 feet. Distance shall be measured around the structure and from the fire apparatus access road. A 500-foot radius around the hydrant is not an acceptable measurement for distance. Hydrants on the opposite side of a main ROW is not an acceptable measurement of distance. (Cobb County Development Standards 410.5.2) (Cobb County Development Standards 410.5.2) Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet for a 40-foot length centered on the fire hydrant, exclusive of shoulders (see Figure D103.1 in Appendix D). Page 989 of 1313Z-07-2026 DEPARTMENT COMMENTS – Fire Department (continued) GUEST PARKING: Occupant parking shall be installed as required by zoning and additional guest parking shall be required as follows:  Where driveways to two car garages exceed 50 feet in length, no additional guest parking is required.  Where driveways to two car garages are at least 22 feet long and 20 feet wide, additional parking shall be required at .5 spaces per dwelling unit.  Where driveways to two car garages are less than 22 feet long and 20 feet wide, additional parking shall be required at 1 space per dwelling unit.  Where only single car garages are provided, additional parking shall be required at 2 spaces per dwelling unit.  Guest parking spaces must be evenly distributed throughout the project. (Cobb County Development Standards 401.8.2) SITE PLAN APPROVAL: Plans must be submitted to the Cobb County Fire Marshal’s Office for fire site plan approval. Jeff Byrd (678) 229-7059 Jeffrey.Byrd@cobbcounty.gov Page 990 of 1313Z-7-2026 DEPARTMENT COMMENTS – Cemetery Preservation No comment Page 991 of 1313Z-7-2026 DEPARTMENT COMMENTS – School System 2/3/2026 Approval of this petition will not have an impact on the enrollment of schools. School Student Capacity School Enrollment Capacity Status Murdock ES 962 814 148 under capacity Hightower Trail MS 1012 963 49 under capacity Pope HS 1912 1793 119 under capacity Page 992 of 1313 Z-7-2026 DEPARTMENT COMMENTS – Planning Division 12/26/2025 Comprehensive Plan Future Land Use Designation: Low Density Residential The subject tract is within the Low Density Residential (LDR) future land use category. The purpose of LDR is to provide for areas that are suitable for low density housing between one (1) and two and one-half (2.5) dwelling units per acre and non-supportive senior living housing that in certain circumstances may reach five (5) dwelling units per acre, depending on existing conditions such as product type and mix, structure/building height, tract size, topographic conditions, etc. in order to provide compatibility with adjacent residential uses. This category presents a range of densities. Future Land Use Sub-Category? N/A Consistent Inconsistent House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If yes, which City: N/A Was the city notified? N/A Specific Area Policy Guidelines: Yes No Policy: Masterplan/ Corridor Study: Yes No Name of Masterplan/Corridor Study: N/A Design guidelines area? Yes No If yes, design guidelines area? N/A Does the proposal plan comply with the design requirements? N/A Is the property within an Opportunity Zone? Yes No If yes, Opportunity Zone? N/A (The Opportunity Zone is an incentive that provides $3,500 tax credit per job in eligible areas if two or more jobs are being created. This incentive is for new or existing businesses) Is the property within an Enterprise Zone? Yes No If yes, Enterprise Zone? N/A (The Enterprise Zone is an incentive that provides tax abatements and other economic incentives for qualifying businesses locating or expanding within designated areas for new jobs and capital investment) Is the property eligible for the Façade Improvement Yes No Program? Page 993 of 1313 Z-7-2026 DEPARTMENT COMMENTS – Planning Division (continued) (The Façade Improvement Program is an incentive for owners and tenants to enhance the appearance of buildings. The CDBG program provides the funding. Properties must be either on the current inventory of redevelopment sites or in a corridor study area and be in a census tract with at least 51% low and moderate income. The program serves to improve the economic viability of these areas.) Is the property eligible for incentives through the Yes No Commercial and Industrial Property Rehabilitation Program? (The Commercial and Industrial Property Rehabilitation Program Is an incentive that provides a reduction in ad valorem property taxes for qualifying redevelopment in eligible areas) Note: For more information on incentives, please call the Community Development Agency- Economic Development Division at 770-528-2018 or find information online at www.cobbcounty.org/econdev. Special District: Is this property within the Cumberland Special Yes No District #1 (hotel/motel fee)? Is this property within the Cumberland Special Yes No District #2 (ad valorem tax)? Dobbins Air Reserve Base Zones: Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Historic Preservation: After consulting various county historic resources surveys, historic maps, archaeology surveys and Civil War trench location maps, staff finds that no known significant historic resources appear to be affected by this application. Page 994 of 1313 Z‐7‐2026  DEPARTMENT COMMENTS – Water and Sewer        Water comments:   At development:            YES            NO      Fire flow test required:           YES            NO      Size/location of existing water main(s): 16” on Hembree Rd  Additional water comments:      Sewer comments:  In the drainage basin:          YES            NO      At development:           YES            NO*      Approx. distance to nearest sewer:  On‐site  Estimated waste generation (in G.P.D.):  Average daily = 4,200             Peak flow = 10,500  Treatment plant:    Sutton WRF  Plant capacity:            Yes            NO      Projected plant availability:        0‐5 years    5‐10 years     over 10 years  Off‐site easement required:        YES*          NO      *If  off‐site  easements  are  required,  the  developer/owner  must  submit  easements  to  Line capacity study required:        YES            NO      CCWS for review and approval as to form and  stipulations  prior  to  the  execution  of  Letter of allocation issued:        YES            NO      easements  by  the  property  owners.  All  easement acquisitions are the responsibility of  Septic tank recommended by this department:   YES            NO      the developer/owner.  Subject to Health Department approval:      YES            NO      Additional sewer comments:      Note: These comments only reflect what facilities were in existence at the time of this review. Developer may be required to install/upgrade  water mains based on fire flow test results or Fire Department code. This will be addressed in the Plan Review process. The developer/owner  will be responsible for connecting to the existing county water and sewer systems, installing and/or upgrading all outfalls & water mains,  obtaining onsite and/or offsite easements, and dedication of onsite and/or offsite water and sewer to Cobb County as may be required.  Rezoning does not guarantee water/sewer availability or capacity unless so stated in writing by the Cobb County Water System.    Page 995 of 1313 Z-7-2026 DEPARTMENT COMMENTS – CCDOT Roadway Speed limit Jurisdictional Min. R.O.W. Roadway classification (mph) control requirements Hembree Road Minor Collector 35 Cobb County 60’ Average daily Level of Roadway Location trips (vpd) service Hembree Road South of Greencastle Chase 3,090 C vpd = vehicles per day Based on 2024 AADT count data taken by GDOT, as published on their website, for Hembree Road. Planning Level of Service based on available Average Daily Trips using GRTA guideline thresholds. Classification thresholds for LOS A and LOS B are not available for minor collector roads from this data source. LOS C or D is acceptable based on GDOT Design Policy Manual criteria. ITE AM PM Expected Land Description In Out Total In Out Total Daily (vpd) Size (DU) Use (vph) (vph) (vph) (vph) (vph) (vph) Single Family 210 20 4 10 14 12 7 19 189 Homes vph = vehicles per hour, DU = dwelling unit Development gross trip generation based on available development size and rates from the Institute of Transportation Engineers (ITE) Trip Generation, 11th edition. Comments and observations Hembree Road is classified as a minor collector roadway and according to the available information the existing right-of-way does not meet the minimum requirements for this classification. Cobb DOT has identified the Piney Grove Creek Trail as a planned project; however, no preferred alignment has been studied, as the trail has not yet been programmed In accordance with Cobb County Code 134-121 and based on the site plan received December 4, 2025, this development does not require a traffic impact study submittal. Recommendations THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend applicant, WITHIN 12 MONTHS OF ZONING APPROVAL, donate right-of-way on the east side of Hembree Road, a minimum of 30’ from the roadway centerline, in accordance with Cobb County Development Standard 401.2, Right-of-Way. 2. Recommend applicant verify that minimum intersection sight distance is available for the proposed development access and if it is not, implement remedial measures, subject to the Page 996 of 1313Z-7-2026 DEPARTMENT COMMENTS – CCDOT (continued) Department’s approval, to achieve the minimum requirement. This recommendation is pursuant to Cobb County Development Standard Detail 401B, Intersection Sight Distance. 3. Recommend retaining curb and gutter and installing sidewalk along the Hembree Road frontage to meet Cobb DOT standards. This recommendation is pursuant to Cobb County Development Standard 401.15, Curbs and Gutters (including subsections), Cobb County Development Standard 404 Sidewalks and Pathways, Cobb County Development Standard 405 Accessibility Requirements, and Cobb County Development Standard Detail 106, Concrete Curbs, Medians. 4. Recommend Hembree Road main access point include a deceleration (right turn) lane to address safety because Hembree Road is a minor collector roadway. This recommendation is pursuant to Cobb County Development Standard 402.9, Deceleration Lanes/Roadway Improvements Along Existing Streets, and Cobb County Development Standard Detail 401A, Deceleration Lanes. Recommend location and design be determined during plan review, subject to Cobb DOT approval. 5. All signage and landscaping should be installed off county right-of-way and where it will not impede the line of sight for the driveways or roadways. 6. Recommend mail kiosk for proposed development be located off the right-of-way and either on the inward traffic flow or adjacent to off-street guest parking. This recommendation is to address safety because of the potential of illegal parking movements crossing opposing traffic. 7. Recommend a minimum of 100 feet straight-line distance (from end of intersection curb return to start of driveway curb return) between the first residential driveway and the Hembree Road intersection. This recommendation is pursuant to Cobb County Development Standard 402.7 and Cobb County Development Standard Detail 116R, Residential Driveway Standard. 8. Recommend a minimum of 100 feet straight-line distance (from end of intersection curb return to start of driveway curb return) between driveways and intersection of Hembree Road frontages. This recommendation is pursuant to Cobb County Development Standard 402.2 and Cobb County Development Standard Detail 116R, Residential Driveway Standard. Page 997 of 1313Z-7-2026 DEPARTMENT COMMENTS – CCDOT (continued) 9. Recommend a minimum of 50 feet straight-line distance (from end of curb return to start of adjacent curb return) between any residential driveways and interior roadways, adjacent curves, on-street parking or other driveways. This recommendation is pursuant to Cobb County Development Standard 402.7.1, Residential Driveways and Cobb County Development Standard Detail 116R, Residential Driveway Standard. 10. Recommend curb and gutter along both sides and sidewalk along one side of proposed development. 11. Recommend closing and removing driveway aprons along the Hembree Road frontage that the development renders unnecessary. 12. Recommend a 10 foot No Access Easement along Hembree Road for Lots 1, 3, 4, and 18, unless access is required for stormwater detention access. 13. Recommend applicant coordinate with Cobb DOT to ensure compatibility with Piney Grove Creek Trail. This will need to be addressed between the applicant and the County as part of the Plan Review process. 14. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 998 of 1313Z-7-2026 DEPARTMENT COMMENTS – Zoning Division STAFF ANALYSIS Per section 134-122 of the Official Code of Cobb County, below is a written zoning analysis relating to the following (question in bold; the answer is not bold): A. Whether the zoning proposal will permit a use that is suitable in view of the use and development of adjacent and nearby property; It is Staff’s opinion that the zoning proposal will permit a use that is suitable in the view of use and development of adjacent and nearby properties. The proposal is surrounded by single-family residences. B. Whether the zoning proposal will adversely affect the existing use or usability of adjacent or nearby property; It is Staff’s opinion that the zoning proposal will not adversely affect the existing use or usability of adjacent or nearby properties. By way of comparison, the surrounding developments have similar or higher densities. The Liberty Ridge subdivision immediately east has nearly same density as the proposal of 1.9 units per acre and the Wellington subdivision immediately south has a density of 1.5 units per acre. C. Whether the zoning proposal will result in a use which will or could cause an excessive burdensome use of existing streets, transportation facilities, utilities, or schools; It is Staff’s opinion that the applicant’s zoning proposal will not result in a use which would cause an excessive burdensome use of existing streets, transportation facilities, utilities, or schools. This opinion is supported by the departmental comments contained in this analysis. D. Whether the zoning proposal is in conformity with the policies and intent of the comprehensive plan; It is Staff’s opinion that the applicant’s zoning proposal is in conformity with the policies and intent of the Cobb County Comprehensive Plan. The property is delineated in a Low Density Residential (LDR) future land use category. The requested zoning district is consistent with the LDR future land use category, which allows between one (1) and two and one-half (2.5) units per acre. The proposed one point nine five (1.95) units per acre is in conformity with the allowable density in the LDR category and under the average of one point seven five (1.75) units per acre prescribed for R-20 by the Code. E. Whether there are other existing or changing conditions affecting the use and development of the property which give supporting grounds for either approval or disapproval of the zoning proposal; It is Staff’s opinion that there are existing or changing conditions affecting the use and development of the property which give supporting grounds for approving the applicant’s zoning proposal. The proposed zoning district would be consistent with and compatible to adjoining properties. Page 999 of 1313Z-7-2026 DEPARTMENT COMMENTS – Zoning Division The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions of the Planning and Zoning Staff and are by no means the final decision. The Cobb County Board of Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public hearing. Page 1000 of 1313Page 1001 of 1313Page 1002 of 1313Page 1003 of 1313Page 1004 of 1313Page 1005 of 1313Page 1006 of 1313Page 1007 of 1313GaSWCC #10465 Page 1008 of 1313Z-7-2026 DEPARTMENT COMMENTS – Stormwater Management 12/26/2025 Site Data 1. Address: 2760 & 2830 Hembree Road 2. District: 3 3. Existing Zoning: R-30 Existing Allowable Impervious Coverage: 35% 4. Proposed Zoning: R-20 Allowable Future Impervious Coverage: 35% 5. Future Land Use: LDR Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: Yes Stormwater Information 1. Drainage Basin: Piney Grove Creek 2. State Stream Buffers: Yes 3. County Stream Buffer Ordinance: Yes 4. Impaired Stream: Yes: If the site is within a one-mile radius of an impaired stream additional Erosion Control BMP’s per the State’s current requirements will be required. It is the Engineer’s responsibility to verify Impaired Streams per the State EPD’s list. 5. Hotspot: No 6. Wetlands: Possibly, Not Verified Location: Bed & Banks of stream. 7. Water Intake Zone: No 8. Chattahoochee River Corridor: No 9. Existing Onsite Ponds / Lake: No Topography Information 1. General site Description: The site is a mixture of forest and grass with a single residence on the property. Runoff drains to the east into Piney Grove Creek. 2. Downstream Description: Stormwater discharges through residential neighborhoods downstream of the site. 3. Potential or known drainage problems may exist downstream from this site. Project Design Comments and Recommendations The following comments and recommendations are typically required at the time of plan review and permitting. Page 1009 of 1313 Z-7-2026 DEPARTMENT COMMENTS – Stormwater Management (continued) Proposed Project Onsite Design Requirements 1. At the time of plan review provide a comprehensive Hydrology Study and Design for the Stormwater Management Design will be required. The design and study shall be in accordance with the Georgia Stormwater Management Manual and the current Cobb County Codes. The design and study shall include but not limited to stormwater detention, runoff reduction and/or water quality, channel protection, and downstream flood prevention. 2. Project Engineer must evaluate the impact of increased volume of runoff generated by the proposed project on existing downstream drainage system(s). 3. At the time of plan review calculate and provide the percentage of impervious coverage for the project site on the plans. 4. Impervious calculations for residential subdivision design shall be based the maximum allowable percentage per lot based on the zoning category plus all additional impervious areas including but not limited to roads, sidewalks, and amenity areas. 5. Recommend a pre-design concept meeting with Cobb County Stormwater Management Division. At the time of the Concept Meeting a proposed concept stormwater management plan shall be presented. 6. The proposed onsite storm drain system and stormwater management facility is considered private. All annual inspections, maintenance and repairs are the responsibility of the property owner. A stormwater facility “Maintenance Agreement and Access Easement” will be required at the time of the land disturbance permit with the Cobb County Stormwater Management Division. 7. The proposed stormwater management facility(ies) within residential subdivisions with dedicated streets are to be located on a standalone parcel with a 20’ minimum right-of- way frontage. All appurtenances of the storm management facility must be within the pond parcel. 8. The Owner/Developer is responsible for obtaining any required stream piping and wetland disturbance permits from the U.S. Army Corps of Engineers including any required mitigation. Copies of the Corps of Engineers approvals, permits, and proof of mitigation are to be furnished at the time of the Land Disturbance Permit and scanned onto the plan sheets of the project drawings. 9. The Owner/Developer is responsible for obtaining any required stream piping and buffer variances from the Georgia EPD including any mitigation. Copies of the State’s Page 1010 of 1313 Z-7-2026 DEPARTMENT COMMENTS – Stormwater Management (continued) approvals, permits, and proof of mitigation are to be furnished at the time of the Land Disturbance Permit and scanned onto the plan sheets of the project drawings. 10. Stormwater discharges must be controlled not to exceed the existing capacity of the downstream storm drainage system including drainage swales and roadside ditches. 11. Substantially mitigate any effects of concentrated stormwater discharges onto adjacent properties. Level spreaders may be required to disburse the stormwater discharge. 12. Developer must secure drainage easement(s) to receive concentrated discharges where none naturally exist downstream. 13. Any spring activity discovered must be addressed by a qualified registered geotechnical professional engineer (PE) at the expense of the owner/developer. 14. Structural fill must be placed under the direction of a qualified registered geotechnical engineer (PE) at the expense of the owner/developer. Special Conditions 1. A minimum of 12,500sf of each lot must be 18” above the Base Flood Elevation. In particular Lots 16 & 20 appears to be close to the minimum. Page 1011 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  LUP‐1‐2026   SITE BACKGROUND  Applicant       Jonathan A. Elmer and Sarah Elmer   Phone       Contact Zoning Office  Email     Contact Zoning Office  Representative Contact   Jonathan A. Elmer and Sarah Elmer  Phone       Contact Zoning Office  Email     Contact Zoning Office  Titleholder       Jonathan A. Elmer and Sarah Ruth Elmer  Property Location   Located at the western terminus of Lost Valley Lane, west of Old  Mountain Road  Address     4998 Lost Valley Lane  Access to Property     Lost Valley Lane  QUICK FACTS  Commission District    1 ‐ Gambrill  Current Zoning     R‐30  Current Use of Property  Single‐family residence  Proposed Use     Breeding dogs  Future Land Use     VLDR  Site Acreage      4.00  District       20  Land Lot       300  Parcel #       20030000190  Taxes Paid       Yes    FINAL ZONING STAFF RECOMMENDATIONS  Click here to enter text.  Page 1012 of 1313 LUP-1 2026 Map 300 R D A I L U J JU L IA W A R-30 Y LN LLEY LOST VA 309 This map is provided for display and 0 140 280 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 1013 of 1313Page 1014 of 1313Page 1015 of 1313Page 1016 of 1313Page 1017 of 1313Page 1018 of 1313Page 1019 of 1313Page 1020 of 1313Page 1021 of 1313Page 1022 of 1313Page 1023 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE LUP-1-2026 SITE BACKGROUND Applicant Jonathan A. Elmer and Sarah Elmer Phone Contact Zoning Office Email Contact Zoning Office Representative Contact Jonathan A. Elmer and Sarah Elmer Phone Contact Zoning Office Email Contact Zoning Office Titleholder Jonathan A. Elmer and Sarah Ruth Elmer Property Location Located at the western terminus of Lost Valley Lane, west of Old Mountain Road Address 4998 Lost Valley Lane Access to Property Lost Valley Lane QUICK FACTS Commission District 1 - Gambrill Current Zoning R-30 Current Use of Property Single-family residence Proposed Use Breeding dogs Future Land Use VLDR Site Acreage 4.00 District 20 Land Lot 300 Parcel # 20030000190 Taxes Paid Yes FINAL ZONING STAFF RECOMMENDATIONS (Zoning staff member: Cameron Jones, CNU-A) Based on the analysis of the case, Staff recommends DENIAL. Page 1024 of 1313LUP-1-2026 DEPARTMENT COMMENTS – Zoning Division Page 1025 of 1313LUP-1-2026 DEPARTMENT COMMENTS – Zoning Division Page 1026 of 1313 LUP-1-2026 DEPARTMENT COMMENTS – Zoning Division North Zoning: R-30 / Church VLDR Future Land Use: WEST EAST Zoning: R -30 / Zoning: R-30 / Single-Family Single-Family Homes Home Future Land Future Land Use: VLDR Use: VLDR SOUTH Zoning: R-30 / Single-Family Home Future Land Use: VLDR Page 1027 of 1313 LUP-1-2026 DEPARTMENT COMMENTS – Zoning Division Current zoning district for the property The R-30 district is established to provide locations for single-family residential uses or residentially compatible institutional and recreational uses which are within or on the edge of properties delineated for any residential category as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. When residentially compatible institutional and recreational uses are developed within the R-30 district, they should be designed and built to ensure intensity and density compatibility with adjacent single- family detached dwellings and otherwise to implement the stated purpose and intent of this chapter. Request for a Temporary Land Use Permit The Board of Commissioners may permit temporary land use permits for uses that are uniquely located and are considered compatible with adjoining zoning districts and nearby uses for designated periods of time for uses, exceptions or professions in areas, along roadways and within districts where the zoning regulations would otherwise prohibit such operations. Customary home occupations as defined in this chapter, do not require a temporary land use permit. Summary of the applicant’s proposal The applicant is requesting a temporary land use permit for the purpose of operating a dog breeding business from their home. The applicant has indicated there will be no unrelated employees and no clients or customers for this request. The applicant lives in the current property address and has no vehicles related to this request. This application is the result of a Code Enforcement complaint. The applicant is requesting to be approved for 24 months. Page 1028 of 1313LUP-1-2026 DEPARTMENT COMMENTS – Fire Department 01/06/26 CCFMO is acceptable to the proposed zoning case as presented. Jeff Byrd (678) 229-7059 Jeffrey.Byrd@cobbcounty.gov Page 1029 of 1313LUP-1-2026 DEPARTMENT COMMENTS – Cemetery Preservation No comment Page 1030 of 1313LUP-1-2026 DEPARTMENT COMMENTS – Planning Division 12/26/2025 Comprehensive Plan Future Land Use Designation: Very Low Density Residential The subject tract is within the Very Low Density Residential (VLDR) future land use category. The purpose of VLDR is to provide for areas that are suitable for very low-density housing, particularly in locations that may not have basic services such as sewer, or where the existing or desired residential development pattern is zero to two (2) dwelling units per acre. What is the Future Land Use Sub-Category? N/A House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If Yes: Which City: N/A Was the city notified? N/A Dobbins Air Reserve Base Zones Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Comments: Page 1031 of 1313 LUP-1 February ‘26 Zoning Applicant: Jonathan A. Elmer and Sarah Elmer Water & Sewer Comments: No comments. Page 1032 of 1313LUP-1-2026 DEPARTMENT COMMENTS - CCDOT Recommendations No comment. Page 1033 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 CASE #: CODE-2025-04817 OPEN DATE: 7/14/2025 COMPLAINANT: HALLER WANDA PHONE #: (404)906-2524 DESCRIPTION: BREEDING DOGS AT PROPRETY (18 DOGS) PRIMARY ADDRESS: OWNER ADDRESS: 4998 LOST VALLEY LN NW ELMER JONATHAN A & SARAH RUTH POWDER SPRINGS, GA 30127 4998 LOST VALLEY LN POWDER SPRINGS, GA 30127 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 07/15/2025 Case Details I met with property owner Sarah Elmer and advised about the complaint. Sarah stated that she did breed Miniature Poodles. Sarah stated that she is a registered breeder with the Georgia Dept. of Agriculture. I informed Sarah that due to being in a residential area within Unincorporated Cobb Count, she would be required to obtain a Land Use Permit and would need to contact Cobb County Zoning. I issued notice of violation for PERMITTED USE/ ANIMAL BREEDING/BOARDING KENNELS. J. COCHRAN 07/15/2025 Initial Investigation In /* Permitted use/ Breeding/ Boarding Kennels |* Violation 134-196 (3) *|Breeding and boarding Kennels are not permitted in residentially zoned areas. A Land Use Permit must be obtained .*/ 07/16/2025 Case Details I spoke with property owner Jonathan Elmer via telephone. I advised that he needed to apply for the Land Use Permit. Jonathan had already picked up the paperwork from zoning. I will extend the case 30 days and follow up for an update. J. COCHRAN 07/16/2025 ReInspection Extension 07/22/2025 Case Details I spoke with property owner Jonathan Elmer in reference to the Land Use Permit. Jonathan stated that he is currently working on the paperwork and is trying to find a surveyor that is not booked up. J COCHRAN 07/28/2025 Case Details I received an email from Mr. Elmer stating that he was no longer going to go through with the Land Use Permit Application due to the neighborhood threatening to place a lien on his property for violating their covenants. I will still follow up with Mr. Elmer on August 18th while he gets in compliance with Cobb County. J. COCHRAN 07/28/2025 ReInspection Extension Report Date: 12/22/2025 10:13:55 AM Page: 1 Page 1034 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 08/06/2025 Case Details I received an email from Mr. Elmer stating that he has retained an attorney and he has just signed a contract with Watts and Browning Engineers to perform the land survey. The survey company will need at least 10-12 days to complete the survey. Mr. Elmer will then file for the Land use Permit. Will extend the case for this to happen. J. COCHRAN 08/06/2025 ReInspection Extension 08/27/2025 Case Details Waiting to get the engineer report back from the Surveyors. J. COCHRAN 08/27/2025 ReInspection Extension 09/04/2025 Case Details I spoke with Mr. Elmer via telephone and he has received the copy of the survey. Mr. Elmer stated that he now plans on gathering the signatures from neighbors and turning in the application to Zoning. J. COCHRAN 09/04/2025 ReInspection Extension 09/16/2025 Case Details Left voicemail for Jonathan to contact me with update. J. COCHRAN 09/16/2025 ReInspection Extension 09/18/2025 Case Details I spoke with Jonathan and he has completed the paperwork and finished gathering the signatures from neighbors. He plans on submitting the LUP paperwork next week. J. COCHRAN 09/18/2025 ReInspection Extension 09/25/2025 Case Details I checked and the LUP has NOT been applied for. Extending for 1 week to see if paperwork is turned in this week. J. COCHRAN 09/25/2025 ReInspection Extension 10/09/2025 Case Details The LUP has not yet been filed. D Roberts 10/09/2025 ReInspection Extension 10/16/2025 Case Details I left Jonathan Elmer a voicemail to contact me about submitting the application. J. COCHRAN 10/16/2025 Case Details I spoke with Ms. Elmer and she stated that her husband is planning on turning in the application either tomorrow, or on Monday October 20, 2025. J. COCHRAN 10/22/2025 Phone Call The complainant called for an update. I advised that I would inquire with a supervisor and Officer Cockran to inquire about additional enforcement. The LUP application has not yet been filed as Ms. Elmer stated that they would be by October 20. Additional dogs have been added which D Roberts 10/28/2025 Case Details The property owners filed the paperwork for the Land Use Permit which is LUP-1 for 2026. The meeting notes and minutes will most likely not be available until February 2026. I am extending the case until then. D Roberts 10/28/2025 ReInspection Extension Report Date: 12/22/2025 10:13:55 AM Page: 2 Page 1035 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 12/18/2025 Case Details I met with Ms. Elmer and spoke about the dogs. Ms. Elmer stated that she currently had 9 young dogs at the property being screened for breeding and 9 adult dogs at the property for breeding. The total number of dogs is 18. The dogs that are bred are Mini Poodles, Havanese, and King Charles Cavaliers. All of these breeds are toy breeds. I have photos of the dogs and a photo of the fully fenced back yard. The property is 2 acers. Ms. Elmer also stated that her house is 11,000 sq ft so there is plenty of room for the dogs. Ms. Elmer also stated that, no customers come to her house to purchase the dogs. J. COCHRAN 12/18/2025 Case Details Photos of the dogs and the fenced back yard are save in ON BASE file. The dogs are very small in size and the very large backyard is fenced in. J. COCHRAN Report Date: 12/22/2025 10:13:55 AM Page: 3 Page 1036 of 1313Page 1037 of 1313Page 1038 of 1313Page 1039 of 1313Page 1040 of 1313Page 1041 of 1313LUP-1-2026 DEPARTMENT COMMENTS – Zoning Division STAFF ANALYSIS There are twelve criteria that must be considered for a Temporary Land Use Permit. The criteria are below in bold, with the staff analysis following: (1) Safety, health, welfare and moral concerns involving the surrounding neighborhood. This request may affect the safety, health, or welfare of the surrounding properties. (2) Parking and traffic considerations. Applicant has a driveway that would accommodate any client parking. (3) Number of nonrelated employees. N/A (4) Number of commercial and business deliveries. There will be no deliveries. (5) The general presumption of the board of commissioners that residential neighborhoods should not allow noncompatible business uses. Permitting business uses in residential areas can create traffic and parking concerns. (6) Compatibility of the business use to the neighborhood. This use will not be compatible with the surrounding residential neighborhoods. (7) Hours of operation. 24 hours, 7 days a week. (8) Existing business uses in the vicinity. There are no known businesses in this residential area. (9) Effect on property values of surrounding property. This request should not have an effect on surrounding property values. (10) Circumstances surrounding neighborhood complaints. This request is the result of a complaint from Code Enforcement. (11) Intensity of the proposed business use. The proposed use may increase traffic in the area, if customers are permitted. (12) Location of the use within the neighborhood. The proposed use is in a platted subdivision. The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions of the Planning and Zoning Staff and are by no means the final decision. The Cobb County Board of Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public hearing. Page 1042 of 1313Page 1043 of 1313Page 1044 of 1313Page 1045 of 1313Page 1046 of 1313Page 1047 of 1313Page 1048 of 1313Page 1049 of 1313LUP-1-2026 DEPARTMENT COMMENTS – Stormwater Management 12/26/2026 Site Data 1. Address: 4998 Lost Valley Lane 2. District: 1 Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: Yes Proposed Project Onsite Design Requirements 1. At this time there are no present or future site improvement/modifications proposed. (Dog Breeding facility request.) 2. Stormwater Management has no objection to the request. Page 1050 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  LUP‐3‐2026   SITE BACKGROUND  Applicant       Thiago Santos  Phone       Contact Zoning Office  Email     Contact Zoning Office  Representative Contact   Thiago Santos  Phone       Contact Zoning Office  Email     Contact Zoning Office  Titleholder       Thiago Santos and Kellyta Santos  Property Location   Located on the north side of Old 41 Highway, west of Kimberly  Road  Address     3178 Old 41 Highway  Access to Property     Old 41 Highway  QUICK FACTS  Commission District    1 ‐ Gambrill  Current Zoning     R‐20, NS  Current Use of Property  Single‐family residence  Proposed Use     Outdoor Photography (LUP renewal)  Future Land Use     LDR  Site Acreage      7.30  District       20  Land Lot       103, 126  Parcel #       20010300020  Taxes Paid       Yes    FINAL ZONING STAFF RECOMMENDATIONS  Click here to enter text.  Page 1051 of 1313 LUP-3 2026 Map PRD DR OP ET DL IN P S 103 R-20 102 CARLA DR R-20 R-20 NS KIMBERLY RD Kennesaw NS 126 GC OL D 41 HWY 127 R D IN R-20 B O R R-20 DR HEIDELBERG WREN CIR R-20 R-20 This map is provided for display and 0 212.5 425 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 1052 of 1313Page 1053 of 1313Page 1054 of 1313Page 1055 of 1313Page 1056 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE LUP-3-2026 SITE BACKGROUND Applicant Thiago Santos Phone Contact Zoning Office Email Contact Zoning Office Representative Contact Thiago Santos Phone Contact Zoning Office Email Contact Zoning Office Titleholder Thiago Santos and Kellyta Santos Property Location Located on the north side of Old 41 Highway, west of Kimberly Road Address 3178 Old 41 Highway Access to Property Old 41 Highway QUICK FACTS Commission District 1 - Gambrill Current Zoning R-20, NS Current Use of Property Single-family residence Proposed Use Outdoor Photography (LUP renewal) Future Land Use LDR Site Acreage 7.30 District 20 Land Lot 103, 126 Parcel # 20010300020 Taxes Paid Yes FINAL ZONING STAFF RECOMMENDATIONS (Zoning staff member: Jessica Berman, MPA, CNU-A) Based on the analysis of this case, Staff recommends APPROVAL for 24 months subject to the following: Page 1057 of 1313LUP-3-2026 DEPARTMENT COMMENTS – Zoning Division 1. Final Site Plan submitted on December 3rd, 2025 (attached and made a part of these minutes); 2. Maximum of two employees; 3. One sign up to six square feet; 4. Clients by appointment only, with a maximum of three (3) clients per day; 5. Fire Department comments and recommendations; and 6. Department of Transportation comments and recommendations. Page 1058 of 1313LUP-3-2026 DEPARTMENT COMMENTS – Zoning Division Page 1059 of 1313LUP-3-2026 DEPARTMENT COMMENTS – Zoning Division Page 1060 of 1313 LUP-3-2026 DEPARTMENT COMMENTS – Zoning Division North Zoning: PRD / Single-family residences LDR Future Land Use: WEST EAST Zoning: PRD / Zoning: R-20 / Single-family Single-family residences residences Future Land Future Land Use: LDR Use: LDR SOUTH Zoning: R-20, NS / Church, commercial Future Land Use: LDR Page 1061 of 1313LUP-3-2026 DEPARTMENT COMMENTS – Zoning Division Current zoning district for the property The R-20 district is established to provide locations for single-family residential uses or residentially compatible institutional and recreational uses which are within or on the edge of properties delineated for any residential category as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. When residentially compatible institutional and recreational uses are developed within the R-20 district, they should be designed and built to ensure intensity and density compatibility with adjacent single- family detached dwellings and otherwise to implement the stated purpose and intent of this chapter. The NS district is established to provide locations for retail commercial and services uses which are designed and oriented to serve two to four neighborhoods and are located in areas delineated within a community activity center or regional activity center as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. Commencing January 1, 1991, no new applications for rezoning to the NS district will be accepted by the board of commissioners. Any existing, developed NS zoning/use located outside of a community activity center or regional activity center shall be deemed to be a grandfathered, nonconforming use and subject to those provisions contained in this chapter. Should any undeveloped property zoned as NS outside a community activity center or regional activity center fail to commence development by January 17, 1996, the owner of such property shall be required to bring the property back in for rezoning consistent with the comprehensive plan prior to any development. Obtaining a building or grading permit for such development shall be deemed to be commencing development. Request for a Temporary Land Use Permit The Board of Commissioners may permit temporary land use permits for uses that are uniquely located and are considered compatible with adjoining zoning districts and nearby uses for designated periods of time for uses, exceptions or professions in areas, along roadways and within districts where the zoning regulations would otherwise prohibit such operations. Customary home occupations as defined in this chapter, do not require a temporary land use permit. Summary of the applicant’s proposal The applicant is requesting a renewal of a Temporary Land Use Permit, LUP-31-2023, to continue to operate an outdoor photography business at his residence on a 7.2-acre site. The applicant proposes to operate by appointment only with one (1) employee and two (2) to five (5) customers per day and 15-20 customers per week. The site has a long driveway and would be able to provide adequate parking for employees and customers. The applicant has proposed installing one (1) sign of six (6) square feet. No deliveries are anticipated. The applicant has requested approval for 24 months. Page 1062 of 1313LUP-3-2026 DEPARTMENT COMMENTS – Fire Department 01/06/26 The proposed zoning case must address the comments listed below by prescriptive code or equivalency, as approved by the Cobb County Fire Marshal’s Office CERTIFICATE OF OCCUPANCY: Plans must be submitted to the Cobb County Fire Marshal’s Office to initiate the Certificate of Occupancy process. Jeff Byrd (678) 229-7059 Jeffrey.Byrd@cobbcounty.gov Page 1063 of 1313LUP-3-2026 DEPARTMENT COMMENTS – Cemetery Preservation There is no significant impact on the cemetery site listed in the Cobb County Cemetery Preservation Commission's Inventory Listing which is located in this, or adjacent land lot. Page 1064 of 1313 LUP-3-2026 DEPARTMENT COMMENTS – Planning Division 12/26/2025 Comprehensive Plan Future Land Use Designation: Low Density Residential The subject tract is within the Low Density Residential (LDR) future land use category. The purpose of LDR is to provide for areas that are suitable for low density housing between one (1) and two and one-half (2.5) dwelling units per acre and non-supportive senior living housing that in certain circumstances may reach five (5) dwelling units per acre, depending on existing conditions such as product type and mix, structure/building height, tract size, topographic conditions, etc. in order to provide compatibility with adjacent residential uses. This category presents a range of densities. What is the Future Land Use Sub-Category? N/A House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If Yes: Which City: Kennesaw & Acworth Was the city notified? Yes Dobbins Air Reserve Base Zones Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Comments: Page 1065 of 1313 LUP-3 February ‘26 Zoning Applicant: April Murchison Water & Sewer Comments: No comments. Page 1066 of 1313 LUP-3-2026 DEPARTMENT COMMENTS - CCDOT Recommendations THE RECOMMENDATION BELOW SHALL BECOME A STIPULATED REQUIREMENT UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend no parking on the right-of-way. Page 1067 of 1313LUP-3-2026 DEPARTMENT COMMENTS – Zoning Division STAFF ANALYSIS There are twelve criteria that must be considered for a Temporary Land Use Permit. The criteria are below in bold, with the staff analysis following: (1) Safety, health, welfare and moral concerns involving the surrounding neighborhood. This request will not affect the safety, health or welfare of the surrounding properties. (2) Parking and traffic considerations. Employees and customers will utilize the existing driveway. (3) Number of nonrelated employees. The applicant proposes having one (1) employee. (4) Number of commercial and business deliveries. There will not be any commercial or business deliveries other than normal mail related to residential use. (5) The general presumption of the board of commissioners that residential neighborhoods should not allow noncompatible business uses. The property is not located in a residential subdivision. (6) Compatibility of the business use to the neighborhood. The use as an outdoor photography business, within the applicable limits, can be compatible with the residential area. (7) Hours of operation. The applicant proposes seeing customers three (3) to five (5) days per week. Customers will be seen by appointment only. (8) Existing business uses in the vicinity. There are no known commercial businesses in the area. (9) Effect on property values of surrounding property. This request should not have any effect on the values of surrounding properties. (10) Circumstances surrounding neighborhood complaints. There are no recent neighborhood complaints. (11) Intensity of the proposed business use. The applicant’s large property and long driveway should mitigate higher intensity use than the current residential use. (12) Location of the use within the neighborhood. This use is not located in a platted subdivision and is situated on a 7.2-acre site. Page 1068 of 1313LUP-3-2026 DEPARTMENT COMMENTS – Zoning Division The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions of the Planning and Zoning Staff and are by no means the final decision. The Cobb County Board of Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public hearing. Page 1069 of 1313Page 1070 of 1313MINUTES OFZONING HEARING COBB COUNTY BOARD OFCOMMISSIONERS DECEMBER 19, 2023 PAGE 11 CONSENT AGENDA (CONT.) LUP-28 KAREN GOODEN (CONT.) Toapprove LUP-28for 24months, subject to: 1. Hours ofoperation tobefrom10:00a.m.until 7:00p.m.,Monday, Thursday, andFriday only 2. Allparking tobeonahardened surface 3. Applicant tobetheonlyemployee; noindependent contractors 4. Staffcomments andrecommendations, nototherwise inconflict LUP-31 THIAGO SANTOS (Thiago Santos andKellyta Santos, owners) requesting aTemporary Land UsePermit (Renewal) toallowoutdoor photography in landlots103and126ofthe20th district. Property islocated onthenorthside ofOld41Highway, west ofKimberly Road (3178Old41Highway). Toapprove LUP-31for 24months, subject to: 1. Final SitePlanreceived bytheZoning Division on October 4,2023 attached andmade apartoftheseminutes) 2. Maximum oftwoemployees 3. Onesignuptosixsquare-feet 4. Clients byappointment only, withthemaximum ofthree clients per day 5. FireDepartment comments andrecommendations 6. Department ofTransportation comments andrecommendations OTHER BUSINESS AtthecallforO.B. 56 (Justin K.Willis), therewereissues withtheApplicant’sstipulation letterregarding theDOT (Department ofTransportation) comments andrecommendations; therefore, O.B.56 waspulled fromtheConsent Agenda tobeheardontheRegular Agenda. Laterinthehearing, theissues wereresolved, andO.B. 56wasadded backtotheConsent Agenda (seepage17oftheseminutes forthemotion). O.B.62 Toconsider areduction ofpublicroadfrontage from75-feetto50-feetfor Tract 3forMelissa Jones forproperty located atthesouthern endofLeah Laneinlandlots109, 110, and123ofthe18th district (5500Connally Trail). Toapprove O.B.62, subject to: 1. Tract 3approved for50-feetofpublic frontage 2. Cobb DOTcomments andrecommendations contained intheOther Business packet (attached andmade apartoftheseminutes) Page 1071 of 1313Page 1072 of 1313LUP-3-2026 DEPARTMENT COMMENTS – Stormwater Management 12/26/2026 Site Data 1. Address: 3178 Old 41 Highway 2. District: 1 Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: No Proposed Project Onsite Design Requirements 1. At this time there are no present or future site improvement/modifications proposed. 2. Stormwater Management has no objection to the request. (Renewal of existing LUP for Outdoor Photography.) Page 1073 of 1313 Community Development – Zoning Division  John Pederson – Division Manager    ZONING CASE  LUP‐4‐2026   SITE BACKGROUND  Applicant       Jean Jean‐Bptiste  Phone       Contact Zoning Office  Email     Contact Zoning Office  Representative Contact   Jean Jean‐Baptiste  Phone       Contact Zoning Office  Email     Contact Zoning Office  Titleholder       Jean E. Jean‐Baptiste  Property Location     Located on the west side of Larose Drive, north of Windy Hill Road  Address     44 Larose Drive  Access to Property     Larose Drive  QUICK FACTS  Commission District    2 ‐ Allen  Current Zoning     R‐20  Current Use of Property  Single‐family residence  Proposed Use     To allow more people and vehicles than the Code allows  Future Land Use     LDR  Site Acreage      0.32  District       17  Land Lot       203  Parcel #       17020300370  Taxes Paid       Yes    FINAL ZONING STAFF RECOMMENDATIONS  Click here to enter text.  Page 1074 of 1313 LUP-4 2026 Map R-20 LYRIDGE DR HOL R-20 R 203 D E 158 S R-20 O R A L LAROSE CT R-20 R-20 D R N W O T D N A WINDY HILL RD S NRC NRC R-20 RM-12 159 NRC 202 NS RM-12 DORRIS DR RA-5 R-20 NS This map is provided for display and 0 112.5 225 Zoning Boundary planning purposes only. It is not meant Feet to be a legal description. City Boundary Page 1075 of 1313Page 1076 of 1313Page 1077 of 1313Page 1078 of 1313Page 1079 of 1313Received by Zoning 12-4-2025 Page 1080 of 1313 Community Development – Zoning Division John Pederson – Division Manager ZONING CASE LUP-4-2026 SITE BACKGROUND Applicant Jean Jean-Baptiste Phone Contact Zoning Office Email Contact Zoning Office Representative Contact Jean Jean-Baptiste Phone Contact Zoning Office Email Contact Zoning Office Titleholder Jean E. Jean-Baptiste Property Location Located on the west side of Larose Drive, north of Windy Hill Road Address 44 Larose Drive Access to Property Larose Drive QUICK FACTS Commission District 2 - Allen Current Zoning R-20 Current Use of Property Single-family residence Proposed Use To allow more people and vehicles than the Code allows Future Land Use LDR Site Acreage 0.32 District 17 Land Lot 203 Parcel # 17020300370 Taxes Paid Yes FINAL ZONING STAFF RECOMMENDATIONS (Zoning staff member: Shaun Daniels, Planner II) Based on the analysis of the case, Staff recommends DENIAL. Page 1081 of 1313LUP-4-2026 DEPARTMENT COMMENTS – Zoning Division Page 1082 of 1313LUP-4-2026 DEPARTMENT COMMENTS – Zoning Division Page 1083 of 1313 LUP-4-2026 DEPARTMENT COMMENTS – Zoning Division North Zoning: R-20 Single-Family Residential LDR Future Land Use: WEST EAST Zoning: R -20 Zoning: R-20 Single-Family Single-Family Residential Residential Future Land Future Land Use: LDR Use: LDR SOUTH Zoning: R-20 Single-Family Residential Future Land Use: LDR Page 1084 of 1313LUP-4-2026 DEPARTMENT COMMENTS – Zoning Division Current zoning district for the property The R-20 district is established to provide locations for single-family residential uses or residentially compatible institutional and recreational uses which are within or on the edge of properties delineated for any residential category as defined and shown on the Cobb County Comprehensive Plan: A Policy Guide, adopted November 27, 1990. When residentially compatible institutional and recreational uses are developed within the R-20 district, they should be designed and built to ensure intensity and density compatibility with adjacent single- family detached dwellings and otherwise to implement the stated purpose and intent of this chapter. Request for a Temporary Land Use Permit The Board of Commissioners may permit temporary land use permits for uses that are uniquely located and are considered compatible with adjoining zoning districts and nearby uses for designated periods of time for uses, exceptions or professions in areas, along roadways and within districts where the zoning regulations would otherwise prohibit such operations. Customary home occupations as defined in this chapter, do not require a temporary land use permit. Summary of the applicant’s proposal The applicant is requesting a Temporary Land Use Permit (LUP) to allow up to six (6) related adults to reside in a 1,154-square-foot single-family residence, along with permission for up to six (6) vehicles to be parked on the property. Under current code requirements, based on the square footage listed by the Tax Assessor, the residence is permitted to house a maximum of two (2) related adults and two (2) vehicles. The residence has one garage door facing Larose Drive. The property was issued a Code Enforcement notice on June 13, 2024, for violations related to single-family occupancy limits and on-site parking. The applicant is seeking approval of the LUP for a period of 24 months. The house has one garage door facing Larose Drive. Page 1085 of 1313LUP-4-2026 DEPARTMENT COMMENTS – Fire Department 01/06/26 CCFMO is acceptable to the proposed zoning case as presented. Jeff Byrd (678) 229-7059 Jeffrey.Byrd@cobbcounty.gov Page 1086 of 1313LUP-4-2026 DEPARTMENT COMMENTS – Cemetery Preservation There is no significant impact on the cemetery site listed in the Cobb County Cemetery Preservation Commission's Inventory Listing which is located in this, or adjacent land lot. Page 1087 of 1313 LUP-4-2026 DEPARTMENT COMMENTS – Planning Division 12/26/2025 Comprehensive Plan Future Land Use Designation: Low Density Residential The subject tract is within the Low Density Residential (LDR) future land use category. The purpose of LDR is to provide for areas that are suitable for low density housing between one (1) and two and one-half (2.5) dwelling units per acre and non-supportive senior living housing that in certain circumstances may reach five (5) dwelling units per acre, depending on existing conditions such as product type and mix, structure/building height, tract size, topographic conditions, etc. in order to provide compatibility with adjacent residential uses. This category presents a range of densities. What is the Future Land Use Sub-Category? N/A House Bill 489 Intergovernmental Agreement Zoning Amendment Notification Is the proposal within one-half mile of a city boundary? Yes No If Yes: Which City: N/A Was the city notified? N/A Dobbins Air Reserve Base Zones Is the property within the Dobbins Airfield Safety Zone? Yes No Is the property within the Clear Zone (CZ)? Yes No Is the property within 3000’ of Dobbins ARB? Yes No Is the property within the Accident Potential Zone (APZ I)? Yes No Is the property within the Accident Potential Zone II (APZ II)? Yes No Is the property within the Noise Zone? Yes No Is the property within the Bird/Wildlife Air Strike Hazard Area (BASH)? Yes No Comments: Page 1088 of 1313 LUP-4 February ‘26 Zoning Applicant: Jean Jean-Baptiste Water & Sewer Comments: No comments. Page 1089 of 1313LUP-4-2026 DEPARTMENT COMMENTS - CCDOT Recommendations THE RECOMMENDATION BELOW SHALL BECOME A STIPULATED REQUIREMENT UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend no parking on the right-of-way. Page 1090 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 CASE #: CODE-2024-04210 OPEN DATE: 6/10/2024 COMPLAINANT: PHONE #: DESCRIPTION: 5 to 8 cars at house and he work on cars in the driveway, there is junk everywhere and home business PRIMARY ADDRESS: OWNER ADDRESS: 44 LAROSE DR JEAN-BAPTISTE JEAN E MARIETTA, GA 30060 44 LAROSE DR SW MARIETTA, GA 30060 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date ReInspection-Attempt to Serve Cancelled ReInspection-Attempt to Serve Cancelled 06/13/2024 Case Details I issued a notice if violation for CUSTOMARY HOME OCCUPATION and SINGLE FAMILY DWELLING. I also issued a cite due notice for PARKING STANDARDS and OUTSIDE STORAGE. I observed 6 vehicles on the property, two of which were parked in the grass. The square footage of the house allows for 2/2/2. The owner's wife explained they have four kids. I told them I was supposed to give a citation today for parking standards, but would give them one last chance if they promised to work with me, resolve the violation, and not repeat them. the wife admonished her husband for the vehicles and mess, and thanked me for coming. The owner Jean E Jean-Baptiste provided his drivers license. They agreed to clean up, reduced the number of vehicles, and park properly. C. Anderson 06/13/2024 Initial Investigation In /* PERMITTED USE/CUSTOMARY HOME Violation OCCUPATION|*134-197 (3)*|Observe all Customary Home Occupation (CHO) regulations. **No employees, clients, materials, equipment, etc. allowed at residence. Only 1 business vehicle weighing less than 12,500 lb. gross vehicle weight rating is allowed at residence.*/ /* PERMITTED USE/SINGLE FAMILY DWELLING| *134-197 (3)*|Must comply with all requirements in the attached definition of dwelling unit. **see attached***/ 06/27/2024 Case Details The outside storage and parking standards have been cured. No occupancy statement received. Will add to EMI. C. Anderson 06/27/2024 ReInspection Extension Report Date: 12/22/2025 10:39:15 AM Page: 1 Page 1091 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 08/27/2024 Case Details I spoke with the owner's wife again after noting some outside storage automotive parts, and numerous instances of 4 cars in the driveway on my daily inspections. I walked the yard with her and pointed out the items that needed to be stored indoors. Further, we discussed the vehicles and how it would be likely they fail EMI. I pointed out that her house would only need 16 sq feet more of habitable space to accommodate three vehicles and three adults. We discussed a temporary land use permit and other solutions to the code violations. Extending for EMI. C. Anderson 08/27/2024 ReInspection Extension 09/16/2024 Case Details 5:08am, I observed on EMI a total of 5 vehicles in the driveway. Photos were taken, and uploaded to On Base. B Miller 09/16/2024 ReInspection Extension 09/17/2024 Case Details 5:03am, I observed on EMI a total of 5 vehicles in the driveway. Photos were taken, and uploaded to On Base. B Miller 09/17/2024 ReInspection Extension 09/18/2024 Case Details 5:02am, I observed on EMI a total of 5 vehicles in the driveway. Photos were taken, and uploaded to On Base. B Miller 09/18/2024 ReInspection Extension 09/19/2024 Case Details 5:02am, I observed on EMI a total of 5 vehicles in the driveway. Photos were taken, and uploaded to On Base. B Miller 09/19/2024 ReInspection Extension 09/20/2024 Case Details 5:02am, I observed on EMI a total of 5 vehicles in the driveway. Photos were taken, and uploaded to On Base. B Miller 09/20/2024 ReInspection Extension 09/23/2024 Case Details 5:02am, I observed on EMI a total of 5 vehicles in the driveway. Photos were taken, and uploaded to On Base. B Miller 09/23/2024 ReInspection Extension 09/24/2024 Case Details 5:01am, I observed on EMI a total of 5 vehicles in the driveway. Photos were taken, and uploaded to On Base. B Miller 09/24/2024 ReInspection Extension 09/25/2024 Case Details 5:03am, I observed on EMI a total of 5 vehicles in the driveway. Photos were taken, and uploaded to On Base. B Miller 09/25/2024 ReInspection Extension 09/26/2024 Case Details 5:02am, I observed on EMI a total of 5 vehicles in the driveway. Photos were taken, and uploaded to On Base. EMI is complete, and this property is in violation for Single Family Dwelling. B Miller Report Date: 12/22/2025 10:39:15 AM Page: 2 Page 1092 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 09/26/2024 ReInspection Extension 10/01/2024 Case Details First attempt at citation. Jean was not home. His wife says he will not be home until 7pm. Jean does not work weekends. I will attempt some lunchtime services before passing the citation to B. Miller for weekend service. C. Anderson 10/01/2024 ReInspection In Violation 10/17/2024 Case Details I issued a citation to Jean E Jean-Baptiste for SINGLE FAMILY DWELLING after the property he owns and lives at failed early morning inspection September 16 through September 26, 2024. The fine is $135 and the court date is November 21, 2024. C. Anderson 10/17/2024 ReInspection Citation Served 11/13/2024 Case Details Court check: There were three cars in the driveway. No other violations. C. Anderson 11/13/2024 ReInspection Court Check 11/21/2024 Court Pled NOLO and paid $135 in court. 12/04/2024 Case Details I spoke with Jean's wife and informed her the property was going back on early morning inspection. I explained that assessor still showed 1154 sq feet, and I see nothing in our system regarding a temporary land use permit. She believes her husband has done something, but she wasn't sure what that was. We discussed a temporary land use permit. I printed out the original literature and provided her with the contact information for zoning. Extending 30 days for early morning inspection. C. Anderson 12/04/2024 Compliance Inspection Extension 01/16/2025 Case Details I added the property back on the early morning inspection list for single family dwelling and parking standards. There were 3 vehicles in the driveway during the late morning inspection with no parking standards or outside storage issues. On checking back office and GIS, there were no scheduled hearings or land use permits. Assessor shows the property still appraised with 1,154 sq ft of habitable space. Extending for early morning inspection. C. Anderson 01/16/2025 Compliance Inspection Extension 02/24/2025 Case Details Property appears in compliance with two vehicles parked in the driveway. There is some material on the side of the house covered with a tarp. Extending 30 days for EMI. C. Anderson 02/24/2025 Compliance Inspection Extension 03/05/2025 Case Details Received additional complaint about vehicles parking in grass at this location. B. Farrell Report Date: 12/22/2025 10:39:15 AM Page: 3 Page 1093 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 04/01/2025 Case Details I issued a notice of violation to Ms. Jean Baptist for parking standards and outside storage as they were last notified of such in 2023. There was a pile of misc. debris on the side of the house, in bushes, and in the driveway. She complained about how they're being singled out. I told them I would write up the other violations of such I saw in the neighborhood. C. Anderson 04/01/2025 Compliance Inspection In /* USE LIMITATIONS/ OUTSIDE STORAGE|*134- Violation 197 (12) e*|Only firewood and lawn furnishings are allowed to be stored outside. Remove all other items.*/ /* PARKING STANDARDS|*134-272 (6) b & c*|All vehicles must be parked on a hardened/treated surface. All tires must be on hardened/treated surface. Surface must be installed flush with the ground and capable of supporting all vehicle/equipment tires without driving onto or over an unapproved parking surface.*/ 04/22/2025 Case Details Went by property, I observed a white truck on the left hand side of the house but I did not observe any vehicles parked on the grass. k. bordeaux 04/22/2025 Compliance Inspection Extension 05/06/2025 Case Details 5:02am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 05/06/2025 Compliance Inspection Extension 05/07/2025 Case Details 5:02am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 05/07/2025 Compliance Inspection Extension 05/08/2025 Case Details 5:03am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 05/08/2025 Compliance Inspection Extension 05/09/2025 Case Details 5:03am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 05/09/2025 Compliance Inspection Extension 05/10/2025 Case Details 5:03am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 05/10/2025 Compliance Inspection Extension 05/13/2025 Case Details 5:04am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller Report Date: 12/22/2025 10:39:15 AM Page: 4 Page 1094 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 05/13/2025 Compliance Inspection Extension 05/14/2025 Case Details 5:01am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 05/14/2025 Compliance Inspection Extension 05/15/2025 Case Details 5:02am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 05/15/2025 Compliance Inspection Extension 05/16/2025 Case Details 5:02am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 05/16/2025 Compliance Inspection Extension 05/17/2025 Case Details 5:03am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. EMI is complete, and this property is in violation for Single Family Dwelling. B Miller 05/17/2025 Compliance Inspection Extension Report Date: 12/22/2025 10:39:15 AM Page: 5 Page 1095 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 05/19/2025 Case Details I issued citations for SINGLE FAMILY DWELLING and PARKING STANDARDS to Jean Jean-Baptiste after he failed early morning inspection for the Single Family Dwelling ordinance and parking standards based on the conditions of the property that morning. There were 4 vehicles on the property every day of early morning inspection 5-6- 25 to 5-17-25. The fine is $410 for Single Family Dwelling and $135 for parking standards. The square footage of the home allows 2 vehicles and there is no LUP on file allowing more. While I was there to serve the citation for single family dwelling, I observed a black pickup truck in the front yard parked on grass. Jean was initially not home for citation service, and Jean's wife denied the parking standards violation and said their neighbor at 42 Larose was parking in their yard. The neighbor at 42 Larose denied ownership of the vehicle, control of the vehicle and said it wasn't anyone in their households. There was no license plate on the truck in question. While I was working on notes for the case, Jean returned home and parked in a driveway across the street. He denied the black truck was his. I explained he failed early morning inspection and I needed to cite him on both counts because the vehicle was on his property. I said he could likely get out of the parking ticket, but the single family dwelling violation of too many vehicles is still a clear violation. He told me the vehicles are for his children who are going to college. I tried to explain that filing for a land use permit is the solution to that issue, but he has not done so despite this case going on for close to a year. He refused to sign for the citation and began to walk away towards his car. I was able to write refused on the cites and hand them to him, which he took out of my hand. He than started yelling about "the Mexicans." With that and service complete I left. Photos taken and uploaded to onbase. Additional time on this case was taken up by software/connection issues with the 'loaner' computer I'm using C. Anderson 05/19/2025 Compliance Inspection Citation Served 05/28/2025 Citation Not sure why case appeared for download as in back office it says pending trial. Will mark as citation served again to prevent further download. Citations have already been served it appears. M Monroe 05/28/2025 Compliance Inspection Citation Served 06/23/2025 Case Details There are no parking standards violations visible, but there is an NCV which there was not a citation issued for. Three vehicles in driveway. It looks like the owner is replacing a tire. C. Anderson 06/23/2025 Compliance Inspection Court Check 06/26/2025 Court Pled NOLO and paid $405 and $135 in court. Report Date: 12/22/2025 10:39:15 AM Page: 6 Page 1096 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 07/09/2025 Case Details No parking standards violations today. Added back to EMI list. Square footage has not been updated. No LUP on file, and no lup applied for. I have done everything I can to help this family get approval for additional parties in the house, they simply are not taking any steps to do so. C. Anderson 07/09/2025 Compliance Inspection Extension 08/04/2025 Case Details There were only two vehicles in the driveway during my 12:19pm inspection. This is the first time I've seen the correct number of vehicles in the driveway. C. Anderson 08/04/2025 Compliance Inspection In Violation 09/04/2025 Case Details There is only one vehicle in the driveway. I am hopeful the numerous citations have done their intended job and the property will pass the next round of EMI. C. Anderson 09/04/2025 Compliance Inspection Extension 09/09/2025 Case Details 5:06am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 09/09/2025 Compliance Inspection Extension 09/10/2025 Case Details 5:02am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 09/10/2025 Compliance Inspection Extension 09/11/2025 Case Details 5:02am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 09/11/2025 Compliance Inspection Extension 09/12/2025 Case Details 5:09am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 09/12/2025 Compliance Inspection Extension 09/13/2025 Case Details 5:03am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 09/13/2025 Compliance Inspection Extension 09/15/2025 Case Details 5:02am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 09/15/2025 Compliance Inspection Extension Report Date: 12/22/2025 10:39:15 AM Page: 7 Page 1097 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 09/16/2025 Case Details 5:01am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 09/16/2025 Compliance Inspection Extension 09/17/2025 Case Details 5:02am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 09/17/2025 Compliance Inspection Extension 09/18/2025 Case Details 5:01am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. B Miller 09/18/2025 Compliance Inspection Extension 09/19/2025 Case Details 5:02am, I observed on EMI a total of 4 vehicles in the driveway. No parking violation was seen at this time. Photo was taken, and uploaded to On Base. EMI is complete, and this property is in violation for Single Family Dwelling. B Miller 09/19/2025 Compliance Inspection Extension 09/24/2025 Case Details I made a first attempt at citation service after the property failed another round of EMI for single family dwelling. There were no answers to my knocks or doorbell rings. No LUP on file or change in the square footage. I will make further attempts as the property owner often stops by periodically throughout the day. C. Anderson 09/24/2025 Compliance Inspection In Violation 10/01/2025 Case Details I made a 2nd attempt at citation service for the most recent EMI failure. There was once again no answer to my knocks. I will make further attempts. C. Anderson 10/01/2025 Compliance Inspection In Violation 10/09/2025 Case Details I issued a citation for SINGLE FAMILY DWELLING to Jean Jean-Baptiste by posting it to the front door. The fine is $810 and the court date is November 20, 2025. This was my third attempt to serve Mr. Jean-baptiste at his owner-occupied home and the door was not answered despite knocks and rings. As he has already been cited several times and attempted to flee encounters with me, I find the likeliness of him opening the door minimal at this point. C. Anderson 10/09/2025 Compliance Inspection Citation Served Report Date: 12/22/2025 10:39:15 AM Page: 8 Page 1098 of 1313 COBB COUNTY CODE ENFORCEMENT Report Date: CASE SYNOPSIS 12/22/2025 Inspection Inspection/Activity Inspection/Activity Type Status Comments Date Date 10/14/2025 Case Details I re-printed and posted the original notice of violations and single family dwelling literature and left it between the front door and storm door. On 10-13-25 I was contacted by the daughter of the property owner wanting an explanation for the ticket I left on the front door. I explained the single family dwelling ordinance in depth, and explained I had told her parents the same thing several times. I explained the exception to the rule would be to have the property reappriased at a larger square footage or apply for a land use permit, neither of which has been done. The citation is still valid. C. anderson 10/14/2025 Compliance Inspection In Violation 11/19/2025 Case Details Court check: I observed two vehicles in the driveway during a daytime inspection the day before court. Compliance to be determined by another round of early morning inspection. C. Anderson 11/19/2025 Compliance Inspection Court Check 12/09/2025 Case Details Court check: The property owner has filed for a LUP. Hearing his pending. C. Anderson 12/09/2025 ReInspection Court Check 12/18/2025 Court Pled guilty and paid $225 on an adjusted fine amount by Judge Murphy. Report Date: 12/22/2025 10:39:15 AM Page: 9 Page 1099 of 1313Page 1100 of 1313Page 1101 of 1313Page 1102 of 1313Page 1103 of 1313LUP-4-2026 DEPARTMENT COMMENTS – Zoning Division STAFF ANALYSIS There are twelve criteria that must be considered for a Temporary Land Use Permit. The criteria are below in bold, with the staff analysis following: (1) Safety, health, welfare and moral concerns involving the surrounding neighborhood. This application stems from a complaint regarding the number of vehicles present at the residence. The property was issued a Code Enforcement notice on June 13, 2024, for violations related to single-family dwelling occupancy. The increased number of residents and vehicles may raise concerns about overcrowding, property maintenance, and potential impacts on neighborhood character. (2) Parking and traffic considerations. The applicant proposes to park six (6) vehicles on the property, which exceeds the two (2) vehicles permitted under county code based on the home’s assessed living area. The increased number of vehicles may contribute to on-site congestion, reduced maneuverability, and potential spillover parking impacts on the surrounding neighborhood. (3) Number of nonrelated employees. N/A (4) Number of commercial and business deliveries. N/A (5) The general presumption of the board of commissioners that residential neighborhoods should not allow noncompatible business uses. N/A (6) Compatibility of the business use to the neighborhood. N/A (7) Hours of operation. N/A (8) Existing business uses in the vicinity. N/A (9) Effect on property values of surrounding property. The applicant’s request may negatively impact surrounding property values. The existing homes in the neighborhood are similar in size, scale, and character, and the proposed increase in occupancy and vehicle capacity could diminish overall neighborhood compatibility. Excessive on-site parking and intensified residential use may also affect the visual appeal and desirability of nearby properties. Page 1104 of 1313LUP-4-2026 DEPARTMENT COMMENTS – Zoning Division (10) Circumstances surrounding neighborhood complaints. Code Enforcement issued a notice of violation on June 13, 2024, for issues related to customary home occupation, single-family dwelling standards, parking requirements, and outside storage. The responding officer observed multiple vehicles on the property more than what is permitted based on the home’s square footage and the number of adults residing in the dwelling. Since 2024, Code Enforcement has documented ongoing interactions with the property owner, including repeated violations, citations, and court appearances. In 2025, additional observations noted at least four (4) vehicles parked in the driveway on multiple occasions, resulting in a citation issued on September 24, 2025. (11) Intensity of the proposed business use. Although no business activity is proposed at the residence, the request would increase the overall intensity of use on the property due to the number of adults and vehicles present. Allowing six (6) vehicles, which is beyond what is permitted by code. The request may alter neighborhood character and contribute to concerns related to congestion, visual impacts, and continued enforcement challenges. (12) Location of the use within the neighborhood. The proposal is located within a platted subdivision and surrounded by residential uses. The staff analysis and recommendation made by the Planning and Zoning Staff are only the opinions of the Planning and Zoning Staff and are by no means the final decision. The Cobb County Board of Commissioners makes the final decisions on all Rezoning and Land Use Permits at an advertised public hearing. Page 1105 of 1313Page 1106 of 1313LUP-4-2025 DEPARTMENT COMMENTS – Stormwater Management 12/26/2026 Site Data 1. Address: 44 Larose Drive 2. District: 2 Existing Conditions Floodplain Information 1. Flood Damage Prevention Designated Flood Hazard: No Proposed Project Onsite Design Requirements 1. At this time there are no present or future site improvement/modifications proposed. 2. Stormwater Management has no objection to the request. (More people and Vehicles than allowed by Code). Page 1107 of 1313Page 1108 of 1313Page 1109 of 1313Page 1110 of 1313FEBRUARY 17, 2026 ZONING HEARING “OTHER BUSINESS” COMMISSION DISTRICT 2 ITEM OB-58-2025 PURPOSE To consider a reduction of lot size from 30,000 square-feet per lot to 28,801 square-feet for lot 1 and to 29,286 square-feet for lot 2 for Sotto Properties, LLC. The property is located on the northeasterly side of Honeysuckle Lane, west of Spring Hill Road in Land Lot 771 of the 17th District (2351 Honeysuckle Lane). (Held by the Board of Commissioners from the November 18, 2025 hearing and December 16, 2025 hearings until the February 17, 2026 hearing) BACKGROUND The property is zoned R-30 and is required to have 30,000-square-feet of lot area per lot. The applicant wishes to subdivide this property into two lots, which are both just under 30,000 square-feet each. It should be noted that these were once two lots in 1960, but the property was combined at some time in past into one lot. Many of the lots on this street have non- conforming lot sizes due to the 1960 plat. The applicant would tear down the existing house and build two new houses. If approved, the new lots would meet setbacks, house size, and impervious surface limitations. STAFF COMMENTS Water and Sewer: Both lots must have water and sewer services prior to lot split plat approval. Site Plan Review: No comments. Fire Department: CCFMO does not have any objections to OB-58-2025 as presented. Stormwater Management: 1. If this Other Business item is approved, Stormwater Management facilities must be provided onsite for RRv/WQ, Channel Protection and detention for the 2, 5, 10, 25, 50 & 100-yr events. 2. The proposed Lot Split Plat must be submitted for review by Water System Departments, including Stormwater Management. (Continued on the next page) Page 1111 of 1313FEBRUARY 17, 2026 ZONING HEARING “OTHER BUSINESS” COMMISSION DISTRICT 2 OB-58-2025 Page 2 Cobb DOT: Recommendations THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend future residential driveways on Honeysuckle Lane be constructed to Cobb County Standards. This recommendation is pursuant to Cobb County Development Standard 402.7.1, Residential Driveways and Cobb County Development Standard Detail 116R, Residential Driveway Standard. 2. Recommend replacing disturbed curb and gutter along the Honeysuckle Lane frontage. 3. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. RECOMMENDATION The Board of Commissioners conduct a Public Hearing and consider the lot size reduction, as shown on the site plan. ATTACHMENTS Other Business application. Page 1112 of 1313Page 1113 of 1313Page 1114 of 1313Page 1115 of 1313Page 1116 of 1313Page 1117 of 1313Page 1118 of 1313FEBRUARY 17, 2026 ZONING HEARING “OTHER BUSINESS” COMMISSION DISTRICT 1 ITEM OB-1-2026 PURPOSE To consider a reduction of lot size from 30,000 square-feet per lot to 24,368 square-feet for Roscoe Jackson. The property is located on the south side of Paul Samuel Road in Land Lot 237 of the 20th District (4051 Paul Samuel Road). BACKGROUND The property is zoned R-30 and is required to have 30,000-square-feet of lot area. The applicant wishes to demolish the existing house that was built in 1957 and build a new house. Staff researched the property and could not find a deed that existed prior to 1972, so the applicant is applying to the Board of Commissioners to approve the smaller lot size. If approved, the new lot would meet setbacks, house size, and impervious surface limitations. STAFF COMMENTS Water and Sewer: No comments. Site Plan Review: No comments. Fire Department: The CCFMO does not have any objections to OB-1-2026 as presented. Stormwater Management: Stormwater Management has no objection to this Other Business Item request for reduction in lot size from 30,000 to 24,368sf. Cobb DOT: See attached. RECOMMENDATION The Board of Commissioners conduct a Public Hearing and consider the lot size reduction. ATTACHMENTS Other Business application. Page 1119 of 1313OB-1-2026 DEPARTMENT COMMENTS - CCDOT Recommendations THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Should any development of the property occur in the future, where development is defined as any action requiring a Land Disturbance Permit, DOT recommends the following: a. Recommend installing sidewalk along the Paul Samuel Road frontage. This recommendation is to address pedestrian accessibility and safety pursuant to Cobb County Development Standard 404 Sidewalks and Pathways and Cobb County Development Standard 405 Accessibility Requirements. b. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 1120 of 1313Page 1121 of 1313Page 1122 of 1313Page 1123 of 1313Page 1124 of 1313Page 1125 of 1313Page 1126 of 1313Page 1127 of 1313Page 1128 of 1313Page 1129 of 1313Page 1130 of 1313Page 1131 of 1313Page 1132 of 1313Page 1133 of 1313Page 1134 of 1313Page 1135 of 1313Page 1136 of 1313Page 1137 of 1313Page 1138 of 1313Page 1139 of 1313Page 1140 of 1313FEBRUARY 17, 2026 ZONING HEARING “OTHER BUSINESS” COMMISSION DISTRICT 2 ITEM OB-2-2026 PURPOSE To consider amending the stipulations and site plan for Adesuwa Faderin regarding rezoning application Z-13 of 2013. The property is located on the east side of Atlanta Road, south of Paces Ferry Road in Land Lot 743 of the 17th District (3691 Atlanta Road). BACKGROUND The property is zoned Limited Retail Commercial (LRC) and subject to many stipulations regarding use and this property is site plan specific. The applicant would like to amend some zoning stipulations to continue to operate their bakery from the property. The applicant was last in for Other Business on September 16, 2025 to amend prior stipulations. The applicant would like to delete in their entirety the following stipulations from the September zoning hearing: A) Stipulation 1 regarding the hours of operation; B) Stipulation 4 regarding inbound and outbound deliveries; C) Stipulation 5 regarding the dumpster; D) Stipulation 6 regarding the trash collections hours; and E) Stipulation 9 regarding outdoor seating, outside speakers, and awnings. If approved, all other stipulations not in conflict would remain in effect. STAFF COMMENTS Water and Sewer: No comments. Site Plan Review: No comments. Fire Department: The owner/tenant maintain the sole responsibility for the design and correcting all errors, omissions, problems, and code (if any) exposed during construction AFTER authorization by Cobb County. Cobb DOT: No comment. (Continued on the next page) Page 1141 of 1313FEBRUARY 17, 2026 ZONING HEARING “OTHER BUSINESS” COMMISSION DISTRICT 2 OB-2-2026 Page 2 Stormwater Management: Stormwater Management has no objection to the requested removal of Zoning Stipulations from Z-13-2013, none of which pertain to Stormwater Management. RECOMMENDATION The Board of Commissioners conduct a Public Hearing and consider the site plan and stipulation amendment. ATTACHMENTS Other Business application and minutes. Page 1142 of 1313Page 1143 of 1313Page 1144 of 1313Page 1145 of 1313Page 1146 of 1313Page 1147 of 1313Page 1148 of 1313Page 1149 of 1313Page 1150 of 1313Page 1151 of 1313Page 1152 of 1313Page 1153 of 1313Page 1154 of 1313Page 1155 of 1313Page 1156 of 1313Page 1157 of 1313Page 1158 of 1313Page 1159 of 1313Page 1160 of 1313Page 1161 of 1313Page 1162 of 1313Page 1163 of 1313FEBRUARY 17, 2026 ZONING HEARING “OTHER BUSINESS” COMMISSION DISTRICT 1 ITEM OB-3-2026 PURPOSE To consider a reduction of required public road frontage from 75-feet to 0- feet and other variances for Dan Helton. The property is located on the west side of Poplar Springs Road in Land Lot 153 of the 19th District (950 Poplar Springs Road). BACKGROUND The property is zoned R-30 and is required to have 75-feet of public road frontage. The applicant wishes to subdivide their lot but there is not any public road frontage for Tract 2. The applicant also wants to build a 2,400 square-foot storage building on the lot and this would need a variance for a setback reduction to 75-feet, a gravel access driveway, and for not having a primary structure on the lot. If approved, the new lot would meet impervious surface limitations. STAFF COMMENTS Water and Sewer: No comments Site Plan Review: No comments. Fire Department: See attached. Stormwater Management: Stormwater Management has no objection to this Other Business Item request for inadequate road frontage. Cobb DOT: No comments. RECOMMENDATION The Board of Commissioners conduct a Public Hearing and consider the lot size reduction and other variances. ATTACHMENTS Other Business application. Page 1164 of 1313APPLICANT: Dan Helton PETITION NO.: OB-3 PRESENT ZONING: PETITION FOR:       * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * FIRE COMMENTS: The owner/tenant maintain the sole responsibility for the design and correcting all errors, omissions, problems, and code (if any) exposed during construction AFTER authorization by Cobb County RESIDENTIAL SINGLE FAMILY ACCESS: Driveway must have a minimum 12 foot driving surface width (CCDS 402.07.01) with a minimum 25 foot inside turning radius. Fully developed landscaping shall be at least 7 feet 0 inches from center of drive (14 foot clear width) and 13 foot 6 inches vertical clearance. Maximum grade shall not exceed 18%, angle of departure shall not exceed 8.5%. Driveway must extend within 150 feet of the most remote portion of the structure. Driveway is limited to 1000 feet maximum from roadway unless an approved turn-around is provided: a) Residential cul-de-sac without an island shall have a 38 foot outside radius. A cul-de-sac with an island reverts to the commercial standards, refer to www.cobbfire.org for dimensions. b) Hammerhead turn-around: total of 102 feet needed (45 feet + 12 foot drive + 45 feet) with the turn- around leg to be a minimum of 20 feet wide. Driveway must support 25 Tons (50,000 lbs.). FIRE HYDRANTS: Per SPR-2018-00499 comments fire hydrants must meet the following… - Fire hydrant must be within 500 feet of all structures.* (Additional hydrant may need to be installed.) - The road at any new fire hydrant must have a minimum width of 26 feet and a minimum length of 40 feet, centered on the hydrant. (IFC D103.1) - Fire Flow Test from closest existing hydrant shall be provided meeting the minimum.* (Required Flow: 1,500 gpm @ 20 psi) * An alternative equivalency for the above requirements, subject to the approval by the Cobb County Fire Marshal’s Office is one of the following: 1.) NFPA 13D sprinkler system. The above is not an all-inclusive list, all applicable fire and life safety provisions must be met. Jeff Byrd (770) 528-8814 jeffrey.byrd@cobbcounty.org Page 1165 of 1313Page 1166 of 1313Page 1167 of 1313Page 1168 of 1313Page 1169 of 1313Page 1170 of 1313Page 1171 of 1313Page 1172 of 1313FEBRUARY 17, 2026 ZONING HEARING “OTHER BUSINESS” COMMISSION DISTRICT 4 ITEM OB-4-2026 PURPOSE To consider a reduction of required public road frontage from 75-feet to 0- feet for Stuart Napshin. The property is located on the east side of Brownmoore Drive in Land Lot 163 of the 17th District (3107 Brownmoore Drive). BACKGROUND The property is zoned R-20 and is required to have 75-feet of public road frontage. The applicant wishes to build a new house on the rear lot which is 1.32 acres, but cannot due to the lack of required public road frontage. The back lot would access Brownmoore Drive via a 20-foot access easement shown on the site plan. If approved, the new lot would meet setbacks, house size, and impervious surface limitations. STAFF COMMENTS Water and Sewer: No comments Site Plan Review: No comments. Fire Department: The CCFMO does not have any objections to OB-4-2026 as presented. Stormwater Management: Stormwater Management has no objection to this other business item as requested. (Allow access to lot across a 20’ easement for lot with no road frontage.) Cobb DOT: See attached. RECOMMENDATION The Board of Commissioners conduct a Public Hearing and consider the lot size reduction. ATTACHMENTS Other Business application. Page 1173 of 1313OB-4-2026 DEPARTMENT COMMENTS - CCDOT Recommendations THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend that the residential driveway on Brownmoore Drive be reconstructed to Cobb County Standards. Cobb DOT additionally recommends that the maximum feasible residential driveway width (up to 20 feet) be used to facilitate two-way traffic on the shared driveway. This recommendation is pursuant to Cobb County Development Standard 402.7.1, Residential Driveways and Cobb County Development Standard Detail 116R, Residential Driveway Standard. A driveway permit should be obtained from Cobb DOT before construction. 2. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 1174 of 1313Page 1175 of 1313Page 1176 of 1313Page 1177 of 1313Page 1178 of 1313FEBRUARY 17, 2026 ZONING HEARING “OTHER BUSINESS” COMMISSION DISTRICT 4 ITEM OB-5-2026 PURPOSE To consider a reduction of required public road frontage from 75-feet to 0- feet for Early Education, LLC. The property is located at the eastern end of Russell Drive in Land Lot 120 of the 17th District (395 Russell Drive). BACKGROUND The property is zoned R-15 and is required to have 75-feet of public road frontage. The applicant wishes to build a new house on the rear lot, which is approximately ½ an acre, but cannot due to the lack of required public road frontage. The lot would access a private portion of Russell Drive, as shown on the site plan. This a lot that the applicant also owns. If approved, the new lot would meet setbacks, house size, and impervious surface limitations. STAFF COMMENTS Water and Sewer: No comments Site Plan Review: County Code requires the new home to be connected to the public water system. A utility easement must be obtained to access the water system. Fire Department: 1) The owner/tenant maintain the sole responsibility for the design and correcting all errors, omissions, problems, and code (if any) exposed during construction AFTER authorization by Cobb County 2) LODGING: Where 4 or more (>3) unrelated residents share a dwelling a new certificate of occupancy is required to include implementation of both a fire alarm and fire sprinkler system. 3) C/O: Plans must be submitted to the Cobb County Fire Marshal’s Office to initiate the Certificate of Occupancy process. 4) The above is not an all-inclusive list, all applicable fire and life safety provisions must be met. Stormwater Management: Stormwater Management has no objection to this Other Business Item request for inadequate road frontage. (Continued on the next page) Page 1179 of 1313FEBRUARY 17, 2026 ZONING HEARING “OTHER BUSINESS” COMMISSION DISTRICT 4 OB-5-2026 Page 2 Cobb DOT: Recommend acquiring an access easement from adjacent property owner for future access to the proposed residential structure. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. RECOMMENDATION The Board of Commissioners conduct a Public Hearing and consider the road fronatge reduction. ATTACHMENTS Other Business application. Page 1180 of 1313Page 1181 of 1313Page 1182 of 1313Page 1183 of 1313Page 1184 of 1313Page 1185 of 1313Page 1186 of 1313FEBRUARY 17, 2026 ZONING HEARING “OTHER BUSINESS” COMMISSION DISTRICT 2 ITEM OB-6-2026 PURPOSE To consider a stipulation amendment for Kenneth Sonukan regarding rezoning application Z-65 of 2004 in Land Lots 221 and 222 of the 17th District. Located on the west side of South Cobb Drive, north of Leader Road (1060 South Cobb Drive). BACKGROUND The subject property was zoned Limited Retail Commercial (LRC) in 2004 for a professional office. The property came in for Other Business in 2021 and the Board of Commissioners also permitted a grocery store on the property. The applicant would like to remove all stipulations and allow all uses under the current zoning district. The existing building was built in 1969 and was used for other commercial uses prior to being rezoned out from grandfathered R-20 zoning that had a tax service. STAFF COMMENTS Cobb DOT: See attached Water and Sewer: No comments. Stormwater Management: Applicant seeks to “remove all stipulations and allow for CRC” concerning Zoning Case Z-65-2004 and Other Business Item OB-51-2021. Z-65-2004 approved LRC zoning subject to Stormwater Management comments. Other Business Item OB-51-2021 sought to remove a stipulation for professional use only to allow for a Grocery store. Stormwater Comments appear to pertain to the requirement to meet current Stormwater Management requirements if the site is ever redeveloped. Site Plan Review: As determined by the Site Plan Review Section, the property owner may be required to obtain a Land Disturbance Permit to perform any site modifications, as required per stipulation approval (fencing, landscaping, curb/gutter & sidewalk installation, etc.) or otherwise. Contact Site Plan Review, 770-528-2147. Continued on the next page Page 1187 of 1313FEBRUARY 17, 2026 ZONING HEARING “OTHER BUSINESS” COMMISSION DISTRICT 2 Fire Department: The owner/tenant maintain the sole responsibility for the design and correcting all errors, omissions, problems, and code (if any) exposed during construction AFTER authorization by Cobb County. C/O: Plans must be submitted to the Cobb County Fire Marshal’s Office to initiate the Certificate of Occupancy process. The above is not an all- inclusive list, all applicable fire and life safety provisions must be met. RECOMMENDATION The Board of Commissioners conduct a Public Hearing and consider the proposed request for a stipulation amendment. ATTACHMENTS Other Business application and zoning hearing minutes. Page 1188 of 1313OB-6-2026 DEPARTMENT COMMENTS - CCDOT Recommendations 1. Recommend retaining all comments from OB-51-2021, including: a. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. b. Recommend GDOT permits for all work that encroaches upon State right-of-way. c. If circulation is not intended to be one-way flow around the building, recommend replacing existing parking spaces with 90-degree parking spaces to promote two- way traffic flow. Recommend final design be determined during plan review, subject to Cobb DOT approval. This recommendation should be implemented upon redevelopment of the property, where redevelopment is defined as any action requiring a Land Disturbance Permit. d. If circulation is not intended to be one-way flow around the building recommend closing the two existing driveways on South Cobb Drive and constructing one commercial driveway per Section 402.8, Non-Residential Driveways, of the Cobb County Development Standards. Recommend the final location and design be determined during plan review, subject to GDOT and Cobb DOT approvals. This recommendation should be implemented upon redevelopment of the property, where redevelopment is defined as any action requiring a Land Disturbance Permit. e. If circulation is intended to be one-way flow around the building, recommend reconstructing entrance and exit commercial driveways per Section 402.8, Non- Residential Driveways, of the Cobb County Development Standards. This recommendation includes updated pavement markings and signage to clarify the one-way traffic flow. Recommend the final location and design be determined during plan review, subject to GDOT and Cobb DOT approvals. This recommendation should be implemented upon redevelopment of the property, where redevelopment is defined as any action requiring a Land Disturbance Permit. f. As necessitated by this development, recommend all driveway entrances on South Cobb Drive to include a deceleration lane. Recommend final location and design be determined during plan review, subject to GDOT and Cobb DOT approvals. This recommendation should be implemented upon redevelopment of the property, where redevelopment is defined as any action requiring a Land Disturbance Permit. Page 1189 of 1313Page 1190 of 1313Page 1191 of 1313Page 1192 of 1313Page 1193 of 1313Page 1194 of 1313Page 1195 of 1313Page 1196 of 1313Page 1197 of 1313Page 1198 of 1313Page 1199 of 1313Page 1200 of 1313Page 1201 of 1313Page 1202 of 1313Page 1203 of 1313Page 1204 of 1313APPLICANT: Brookstone HOA Inc. PETITION NO.: OB-7 PRESENT ZONING: PETITION FOR: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * FIRE COMMENTS: The owner/tenant maintain the sole responsibility for the design and correcting all errors, omissions, problems, and code (if any) exposed during construction AFTER authorization by Cobb County COMMERCIAL / INDUSTRIAL ACCESS: ACCESS: Fire apparatus access roads shall extend to within 150 feet of all portions of the structure (State Modifications IFC 503.1 2012 Edition). All access roads shall meet the American Association of State and Highway Transportation Officials (AASHTO) design manual live load standard HS20 (75,000 lbs.) with an unobstructed width of not less than 20 feet, 35 foot inside radius, 50 foot outside turning radius and unobstructed vertical clearance of not less than 13 feet 6 inches. Maximum slope of the access road in reference to the apparatus is 10% front to back and 5% side to side. (IFC D103.2) Dead-end access roads more than 150 feet shall be provided with a turn-around (IFC 503.2.5). FIRE HYDRANTS: Hydrant location within 500 feet of the most remote portion of the structure.* (Additional hydrant may need to be installed.) Fire Flow Test from closest existing hydrant shall be provided meeting the minimum.* (Required Flow: 1,500 gpm @ 20 psi) * An alternative equivalency for the above requirements, subject to the approval by the Cobb County Fire Marshal’s Office is one of the following: 1.) NFPA 13D sprinkler system. 2.) Complete structure (framing and decking materials) treated with a Class A-Fire Retardant spray with a flame spread rating of 25 or less and smoke development of 450 or less. 3.) Non-Combustible construction. (Indicate on the site plan which option will be utilized.) C/O: Plans must be submitted to the Cobb County Fire Marshal’s Office to initiate the Certificate of Occupancy process. The above is not an all-inclusive list, all applicable fire and life safety provisions must be met. Jeff Byrd (678) 229-7059 jeffrey.byrd@cobbcounty.gov Page 1205 of 1313Page 1206 of 1313Page 1207 of 1313Page 1208 of 1313Page 1209 of 1313Page 1210 of 1313Page 1211 of 1313Page 1212 of 1313Page 1213 of 1313Page 1214 of 1313Page 1215 of 1313Page 1216 of 1313Page 1217 of 1313Page 1218 of 1313Page 1219 of 1313Page 1220 of 1313Page 1221 of 1313Page 1222 of 1313Page 1223 of 1313Page 1224 of 1313Page 1225 of 1313Page 1226 of 1313FEBRUARY 17, 2026 ZONING HEARING “OTHER BUSINESS” COMMISSION DISTRICT 3 ITEM OB-8-2026 PURPOSE To consider a site plan and stipulation amendment for EvCap Manager, LLC regarding rezoning application Z-151 of 1999. The property is located on the north side of Shallowford Road in Land Lot 400 of the 16th District (3980 Shallowford Road). BACKGROUND The subject property was zoned Low Rise Office (LRO) in 1999 for a daycare or dance studio. The 1999 rezoning was approved, and the prior stipulations were carried forward that were site plan specific. The dance studio operated on this property for approximately 25 years and has now left. The applicant would like to place a daycare here but needs to amend the site plan to allow a playground to be built on the western side of the building. Everything else, including the one-story building will remain in its current location. If approved, all previous stipulations not in conflict will remain in effect. STAFF COMMENTS Cobb DOT: See attached. Stormwater Management: If this item is approved, the proposed synthetic turf field must remain outside the storm drain easement. If total new impervious area exceeds 5000sf, additional stormwater management requirements may apply. Runoff from the new synthetic turf field must be directed into the existing detention pond east of this site. Water and Sewer: No comments. Fire Department: No comments to OB-8 as presented. Site Plan Review: As determined by the Site Plan Review Section, the property owner may be required to obtain a Land Disturbance Permit to perform any site modifications, as required per stipulation approval (fencing, landscaping, curb/gutter & sidewalk installation, etc.) or otherwise. Contact Site Plan Review, 770-528-2147. RECOMMENDATION The Board of Commissioners conduct a Public Hearing and consider the proposed request for a site plan and stipulation amendment. ATTACHMENTS Other Business application and zoning hearing minutes. Page 1227 of 1313OB-8-2026 DEPARTMENT COMMENTS - CCDOT Comments and observations Site plan received January 20, 2026 does not appear to show donated right-of-way as per stipulation 8 of Z-151-1999 Recommendations THE RECOMMENDATIONS BELOW SHALL BECOME STIPULATED REQUIREMENTS UPON INCLUSION WITH AND APPROVAL BY THE BOARD OF COMMISSIONERS OF THIS APPLICATION: 1. Recommend applicant, within 12 months of zoning approval, donate right-of-way on the South side of Shallowford Road, a minimum of 50’ from the roadway centerline, in accordance with Cobb County Development Standard 401.2, Right-of-Way. 2. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 1228 of 1313Page 1229 of 1313Page 1230 of 1313Page 1231 of 1313Page 1232 of 1313Page 1233 of 1313Page 1234 of 1313Page 1235 of 1313Page 1236 of 1313Page 1237 of 1313Page 1238 of 1313Page 1239 of 1313Page 1240 of 1313Page 1241 of 1313Page 1242 of 1313Page 1243 of 1313Page 1244 of 1313Page 1245 of 1313Page 1246 of 1313Page 1247 of 1313Page 1248 of 1313Page 1249 of 1313Page 1250 of 1313Page 1251 of 1313Page 1252 of 1313Page 1253 of 1313Page 1254 of 1313Page 1255 of 1313Page 1256 of 1313Page 1257 of 1313Page 1258 of 1313Page 1259 of 1313Page 1260 of 1313Page 1261 of 1313Page 1262 of 1313Page 1263 of 1313Page 1264 of 1313Page 1265 of 1313Page 1266 of 1313Page 1267 of 1313Page 1268 of 1313Page 1269 of 1313Page 1270 of 1313Page 1271 of 1313Page 1272 of 1313Page 1273 of 1313Page 1274 of 1313Page 1275 of 1313FEBRUARY 17, 2026 ZONING HEARING “OTHER BUSINESS” COMMISSION DISTRICT 2 ITEM OB-9-2026 PURPOSE To consider a stipulation amendment for Town Park Apts, LLC regarding rezoning application Z-52 of 2022. The property is located on the east side of Townpark Drive, north of Chastain Road in Land Lot 363 of the 16th District (108 Townpark Drive). BACKGROUND The subject property was zoned Regional Retail Commercial (RRC) in 2022 for an apartment community. The rezoning was approved subject to lease agreements not having guarantors sign for financial assistance. This was done to discourage people who might not have built up their credit enough to qualify for an apartment on their own. The applicant would like to delete this stipulation entirely. If approved, all previous stipulations not in conflict will remain in effect. STAFF COMMENTS Cobb DOT: See attached. Stormwater Management: Stormwater Management has no objection to the requested deletion of a zoning condition of lease agreements not allowing “indemnification, financial assistance, or any other components requiring the signature of a guarantor”. Water and Sewer: No comments. Fire Department: The CCFMO does not have any comments to OB-9 as presented. Site Plan Review: No comments. RECOMMENDATION The Board of Commissioners conduct a Public Hearing and consider the proposed request for a stipulation amendment. ATTACHMENTS Other Business application and zoning hearing minutes. Page 1276 of 1313OB-9-2026 DEPARTMENT COMMENTS - CCDOT Recommendations 1. Recommend retaining all DOT recommendations from zoning case Z-52-2022 and OB-59-2023, including: a. Recommend replacing disturbed curb, gutter, and sidewalk along the Townpark Drive frontage. b. Recommend applicant verify that minimum intersection sight distance is available for the northern driveway on Townpark Drive, and if it is not, implement remedial measures, subject to the Department’s approval, to achieve the minimum requirement of 490’. c. As necessitated by this development, recommend Townpark Drive northern driveway include a deceleration lane. Recommend final location and design be determined during plan review, subject to Cobb County DOT approval. d. As necessitated by this development, recommend Townpark Drive northern driveway include a left turn lane using the existing landscaped median and existing left turn lane storage for the One Townpark Commons driveway to the north. Recommend final location and design be determined during plan review, subject to Cobb County DOT approval. e. Cobb County DOT Airport Manager will require additional information from the developer. This requirement is triggered by for having a building 40' or taller or is located within 4,000’ of a runway for Cobb County International Airport-McCollum Field, Dobbin ARB, or Fulton County Airport – Brown Field. f. If the proposed emergency access is to be gated, recommend knox (or equivalent) box for the gated entry be set back a minimum of 50’ from the right-of-way and meet Cobb County Development Standards. g. Recommend extending driveway uninterrupted access to a minimum of 50’ from the edge of right-of-way to the first parking space per Development Standard 402.08. h. Recommend applicant be required to meet all Cobb County Development Standards and Ordinances related to project improvements. Page 1277 of 1313Page 1278 of 1313Page 1279 of 1313Page 1280 of 1313Page 1281 of 1313Page 1282 of 1313Page 1283 of 1313Page 1284 of 1313Page 1285 of 1313Page 1286 of 1313Page 1287 of 1313Page 1288 of 1313Page 1289 of 1313Page 1290 of 1313Page 1291 of 1313Page 1292 of 1313Page 1293 of 1313Page 1294 of 1313Page 1295 of 1313Page 1296 of 1313Page 1297 of 1313Page 1298 of 1313Page 1299 of 1313Page 1300 of 1313Page 1301 of 1313Page 1302 of 1313Page 1303 of 1313Page 1304 of 1313Page 1305 of 1313Page 1306 of 1313Page 1307 of 1313Page 1308 of 1313Page 1309 of 1313Page 1310 of 1313Page 1311 of 1313Page 1312 of 1313Page 1313 of 1313