Appendix D_Design Standards.pdf
PDF 4 MB Posted
- Attached to
- FY27 SIDEWALK REPAIR & REPLACEMENT
- Solicitation number
- PE-66085-NONST-2027-000000095
- Issued by
- Fulton County, Georgia
About this file
Summary
This is a Design Standards document from the City of Alpharetta, Georgia, establishing comprehensive technical specifications and construction details for public infrastructure projects. The document serves as the reference standard for the City of Alpharetta's Department of Public Works and Community Development Department and applies to all street construction, drainage systems, utilities, sidewalks, and related public improvements within city jurisdiction. The standards cover typical street sections ranging from two-lane residential streets with 50-foot and 60-foot rights-of-way to four-lane collector streets with 110-foot rights-of-way, cul-de-sacs, storm drainage systems, underground utility placement, concrete sidewalk construction, curb and gutter specifications, and specialized features such as rectangular rapid flashing beacon crossings and brick paver installations. The document includes detailed cross-sectional drawings, material specifications, construction methodologies, and quality control requirements for various pavement types, with compaction testing, core sampling, and materials testing conducted by geotechnical engineers during construction phases. Standards are organized by section number and include references to Georgia Department of Transportation specifications, Fulton County utility standards, and Americans with Disabilities Act compliance requirements.
The design standards establish specific technical requirements including pavement section types based on average daily traffic volumes, with Type I sections for roads carrying 1,000 vehicles per day or less, Type II sections for 1,001 to 16,000 vehicles per day, and Type III sections for 16,001 to 24,000 vehicles per day. Concrete specifications require minimum 3,000 to 4,000 PSI strength depending on application, with detailed requirements for sidewalk thickness, expansion joints, drainage infrastructure, and utility coordination. Storm drain systems must comply with GDOT construction standards and include paved inverts, plastic-coated steel steps, and storm drain markers. All materials testing agencies must provide compaction test results and core sample analysis to city inspectors, with records required prior to certificate of occupancy issuance. The standards were last revised June 15, 2026, with multiple amendments addressing utility boring requirements, pavement resurfacing specifications, and specialized crosswalk treatments including Alpha Loop special emphasis crosswalks with green methyl methacrylate striping.
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Text version
COVER SHEET
TYPICAL SECTIONS (100)
100 - THREE LANE COLLECTOR STREET
101 - TWO LANE STREET, 50' RIGHT OF WAY
102 - TWO LANE STREET, 60' RIGHT OF WAY
104 - FOUR LANE STREET, TYPICAL SECTIONS
111 - CUL-DE-SAC
DRAINAGE (200)
240 - STORM DRAIN SYSTEMS
241 - STORM DRAIN MARKER & STRUCTURE STEPS
245 - PEDESTAL INLET
250 - PERMEABLE PAVERS (NOT PERMITTED IN PUBLIC RIGHT OF WAY)
UTILITIES (400)
400A - SUBDIVISION STREET TYPICAL UNDERGROUND UTILITY CROSS SECTION, 50' ROW
400B - SUBDIVISION STREET TYPICAL UNDERGROUND UTILITY CROSS SECTION, 60' ROW
401 - UTILITY CUT STRUCTURE ADJUSTMENT
MISCELLANEOUS (900)
900 - STREET NAME SIGN
901 - ROADWAY PAVEMENT SPECIFICATIONS, CURB AND GUTTER DETAILS
902 - CONCRETE SIDEWALK DETAILS, CURB CUT RAMP DETAILS
903 - CROSSWALK - SPECIAL EMPHASIS
903-AL - CROSSWALK - ALPHA LOOP SPECIAL EMPHASIS
904 - BRICK PAVER SIDEWALK DETAIL FOR DOWNTOWN ALPHARETTA
905 - MOUNTABLE CURB DETAILS (NOT PERMITTED IN PUBLIC RIGHT OF WAY)
910 - CLASS B CONCRETE BASE OR WIDENING
911 - PAVEMENT EDGE REINFORCEMENT
920 - RECTANGULAR RAPID FLASHING BEACON CROSSING
921 - RECTANGULAR RAPID FLASHING BEACON SIGN ASSEMBLIES
951 - DRIVEWAY DETAILS
CITY OF ALPHARETTA, GEORGIA
DESIGN STANDARDS INDEX
INDEX
DATE
08/01/2015
REVISION
06/15/26GENERAL REVISIONS
THREE LANE
COLLECTOR STREET
STD. 100
08/01/2015
DATEREVISION
06/15/26GENERAL REVISIONS
AutoCAD SHX Text
12'-0" TRAVEL LANE
AutoCAD SHX Text
12'-0" TURN LANE / MEDIAN*
AutoCAD SHX Text
12'-0" TRAVEL LANE
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
6'-0" LANDSCAPE AREA
AutoCAD SHX Text
8'-0" SIDEWALK
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
80'-0" R/W (MINIMUM)
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text
2.00%%%
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
(MINIMUM)
AutoCAD SHX Text NOTES: 1. REFER TO CITY OF ALPHARETTA STD. 901 FOR PAVING AND CURB & GUTTER REFER TO CITY OF ALPHARETTA STD. 901 FOR PAVING AND CURB & GUTTER SPECIFICATIONS. 2. REFER TO CITY OF ALPHARETTA STD. 902 FOR SIDEWALK SPECIFICATIONS. REFER TO CITY OF ALPHARETTA STD. 902 FOR SIDEWALK SPECIFICATIONS. 3. IRRIGATION IS NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY. IRRIGATION IS NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY. 4. WITHIN PUBLIC RIGHTS OF WAY, TREES ARE ONLY PERMITTED TO BE PLANTED WITHIN PUBLIC RIGHTS OF WAY, TREES ARE ONLY PERMITTED TO BE PLANTED IN MEDIANS AND LANDSCAPE STRIPS WHICH ARE A MINIMUM OF 6' WIDE. 5. FULL-TO-GROUND TREES ARE NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY.FULL-TO-GROUND TREES ARE NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY.
AutoCAD SHX Text
(MINIMUM)
AutoCAD SHX Text
(MINIMUM)
AutoCAD SHX Text
(2' MINIMUM)
AutoCAD SHX Text
(MINIMUM)
AutoCAD SHX Text
(2' MINIMUM)
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
6'-0" LANDSCAPE AREA
AutoCAD SHX Text
8'-0" SIDEWALK
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
*RAISED MEDIAN IN LIEU OF CENTER TURN LANE N.T.S.
AutoCAD SHX Text
12'-0" MEDIAN
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 2'-0" C&G
MATCH SLOPE OF ADJACENT PAVEMENT
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
MATCH SLOPE OF ADJACENT PAVEMENT
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text
2.00%%% MAX
2.00%%% MAX
TWO LANE STREET,
50' RIGHT OF WAY
STD. 101
08/01/2015
DATEREVISION
06/15/26GENERAL REVISIONS
AutoCAD SHX Text 10'-6"
AutoCAD SHX Text
50'-0" R/W (MINIMUM)
AutoCAD SHX Text 29'-0"
AutoCAD SHX Text
TWO LANE STREET RESIDENTIAL ON-STREET PARKING PERMITTED N.T.S.
AutoCAD SHX Text
12'-6" TRAVEL LANE
AutoCAD SHX Text
2'-0" GRASS
AutoCAD SHX Text
6'-0" SIDEWALK
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
12'-6" TRAVEL LANE
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 10'-6"
AutoCAD SHX Text 12'-6"
AutoCAD SHX Text 25'-0"
AutoCAD SHX Text
10'-6" TRAVEL LANE
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
10'-6" TRAVEL LANE
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 12'-6"
AutoCAD SHX Text
TWO LANE STREET NO ON-STREET PARKING PERMITTED N.T.S.
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text NOTES: 1. REFER TO CITY OF ALPHARETTA STD. 901 FOR PAVING AND CURB & GUTTER REFER TO CITY OF ALPHARETTA STD. 901 FOR PAVING AND CURB & GUTTER SPECIFICATIONS. 2. REFER TO CITY OF ALPHARETTA STD. 902 FOR SIDEWALK SPECIFICATIONS. REFER TO CITY OF ALPHARETTA STD. 902 FOR SIDEWALK SPECIFICATIONS. 3. IRRIGATION IS NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY. IRRIGATION IS NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY. 4. WITHIN PUBLIC RIGHTS OF WAY, TREES ARE ONLY PERMITTED TO BE PLANTED WITHIN PUBLIC RIGHTS OF WAY, TREES ARE ONLY PERMITTED TO BE PLANTED IN MEDIANS AND LANDSCAPE STRIPS WHICH ARE A MINIMUM OF 6' WIDE. 5. FULL-TO-GROUND TREES ARE NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY.FULL-TO-GROUND TREES ARE NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY.
AutoCAD SHX Text
2'-0" GRASS
AutoCAD SHX Text
6'-0" SIDEWALK
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
50'-0" R/W (MINIMUM)
AutoCAD SHX Text
2'-0" GRASS
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
6'-0" SIDEWALK
AutoCAD SHX Text
2'-0" GRASS
AutoCAD SHX Text
6'-0" SIDEWALK
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
2.00%%% MAX
AutoCAD SHX Text
2.00%%% MAX
AutoCAD SHX Text
2.00%%% MAX
TWO LANE STREET,
60' RIGHT OF WAY
STD. 102
08/01/2015
DATEREVISION
06/15/26GENERAL REVISIONS
AutoCAD SHX Text NOTES: 1. REFER TO CITY OF ALPHARETTA STD. 901 FOR PAVING AND CURB & GUTTER REFER TO CITY OF ALPHARETTA STD. 901 FOR PAVING AND CURB & GUTTER SPECIFICATIONS. 2. REFER TO CITY OF ALPHARETTA STD. 902 FOR SIDEWALK SPECIFICATIONS. REFER TO CITY OF ALPHARETTA STD. 902 FOR SIDEWALK SPECIFICATIONS. 3. IRRIGATION IS NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY. IRRIGATION IS NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY. 4. WITHIN PUBLIC RIGHTS OF WAY, TREES ARE ONLY PERMITTED TO BE PLANTED WITHIN PUBLIC RIGHTS OF WAY, TREES ARE ONLY PERMITTED TO BE PLANTED IN MEDIANS AND LANDSCAPE STRIPS WHICH ARE A MINIMUM OF 6' WIDE. 5. FULL-TO-GROUND TREES ARE NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY.FULL-TO-GROUND TREES ARE NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY.
AutoCAD SHX Text 15'-6"
AutoCAD SHX Text
60'-0" R/W (MINIMUM)
AutoCAD SHX Text 29'-0"
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
12'-6" TRAVEL LANE
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 15'-6"
AutoCAD SHX Text
12'-6" TRAVEL LANE
AutoCAD SHX Text
6'-0" LANDSCAPE AREA
AutoCAD SHX Text
6'-0" SIDEWALK
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
9'-6" (AREAS WITH PARALLEL PARKING)
AutoCAD SHX Text
VARIES 25'-0" TO 41'-0"
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
10'-6" TRAVEL LANE
AutoCAD SHX Text
8'-0" LANDSCAPE AREA
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text
17'-6" (AREAS WITHOUT PARALLEL PARKING)
AutoCAD SHX Text
10'-6" TRAVEL LANE
AutoCAD SHX Text
8'-0" PARKING SPACE
AutoCAD SHX Text
8'-0" SIDEWALK
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 17'-6"
AutoCAD SHX Text 25'-0"
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text 5'-6"
AutoCAD SHX Text 17'-6"
AutoCAD SHX Text
10'-6" TRAVEL LANE
AutoCAD SHX Text 5'-6"
AutoCAD SHX Text
10'-6" TRAVEL LANE
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text
TWO LANE STREET RESIDENTIAL ON STREET PARKING PERMITTED N.T.S.
AutoCAD SHX Text
TWO LANE STREET DEDICATED ON-STREET PARKING SPACES PROVIDED N.T.S.
AutoCAD SHX Text
TWO LANE STREET NO ON-STREET PARKING PERMITTED N.T.S.
AutoCAD SHX Text
6'-0" LANDSCAPE AREA
AutoCAD SHX Text
6'-0" SIDEWALK
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
60'-0" R/W (MINIMUM)
AutoCAD SHX Text
60'-0" R/W (MINIMUM)
AutoCAD SHX Text
6'-0" LANDSCAPE AREA
AutoCAD SHX Text
6'-0" SIDEWALK
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
6'-0" LANDSCAPE AREA
AutoCAD SHX Text
6'-0" SIDEWALK
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
8'-0" SIDEWALK
AutoCAD SHX Text
2.00%%% MAX
AutoCAD SHX Text
2.00%%% MAX
AutoCAD SHX Text
2.00%%% MAX
AutoCAD SHX Text
2.00%%% MAX
AutoCAD SHX Text
2.00%%% MAX
FOUR LANE STREET,
TYPICAL SECTIONS
STD. 104
08/01/2015
DATEREVISION
06/15/26GENERAL REVISIONS
AutoCAD SHX Text NOTES: 1. REFER TO CITY OF ALPHARETTA STD. 901 FOR PAVING AND CURB & GUTTER REFER TO CITY OF ALPHARETTA STD. 901 FOR PAVING AND CURB & GUTTER SPECIFICATIONS. 2. REFER TO CITY OF ALPHARETTA STD. 902 FOR SIDEWALK SPECIFICATIONS. REFER TO CITY OF ALPHARETTA STD. 902 FOR SIDEWALK SPECIFICATIONS. 3. IRRIGATION IS NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY. IRRIGATION IS NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY. 4. WITHIN PUBLIC RIGHTS OF WAY, TREES ARE ONLY PERMITTED TO BE PLANTED WITHIN PUBLIC RIGHTS OF WAY, TREES ARE ONLY PERMITTED TO BE PLANTED IN MEDIANS AND LANDSCAPE STRIPS WHICH ARE A MINIMUM OF 6' WIDE. 5. FULL-TO-GROUND TREES ARE NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY.FULL-TO-GROUND TREES ARE NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY.
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
110'-0" R/W (MINIMUM)
AutoCAD SHX Text
24'-0" MEDIAN
AutoCAD SHX Text
12'-0" TRAVEL LANE
AutoCAD SHX Text
6'-0" LANDSCAPE AREA
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
12'-0" TRAVEL LANE
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text
12'-0" TRAVEL LANE
AutoCAD SHX Text
8'-0" SIDEWALK
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
12'-0" TRAVEL LANE
AutoCAD SHX Text
6'-0" LANDSCAPE AREA
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
8'-0" SIDEWALK
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
100'-0" R/W (MINIMUM)
AutoCAD SHX Text
14'-0" CENTER TURN LANE OR MEDIAN*
AutoCAD SHX Text
12'-0" TRAVEL LANE
AutoCAD SHX Text
6'-0" LANDSCAPE AREA
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
12'-0" TRAVEL LANE
AutoCAD SHX Text
12'-0" TRAVEL LANE
AutoCAD SHX Text
8'-0" SIDEWALK
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
12'-0" TRAVEL LANE
AutoCAD SHX Text
6'-0" LANDSCAPE AREA
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
8'-0" SIDEWALK
85'-0" R/W (MINIMUM)
AutoCAD SHX Text
12'-0" TRAVEL LANE
AutoCAD SHX Text
6'-0" LANDSCAPE AREA
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text
12'-0" TRAVEL LANE
AutoCAD SHX Text
12'-0" TRAVEL LANE
AutoCAD SHX Text
8'-0" SIDEWALK
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text
12'-0" TRAVEL LANE
AutoCAD SHX Text
6'-0" LANDSCAPE AREA
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
8'-0" SIDEWALK
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text
14'-0" MEDIAN
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
FOUR LANE ROAD WITH WIDE MEDIAN N.T.S.
AutoCAD SHX Text
FOUR LANE ROAD WITH CENTER TURN LANE N.T.S.
AutoCAD SHX Text
FOUR LANE ROAD WITH NO MEDIAN N.T.S.
AutoCAD SHX Text
*RAISED MEDIAN IN LIEU OF CENTER TURN LANE N.T.S.
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text
MATCH SLOPE OF ADJACENT PAVEMENT
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text
2.00%%% MAX
AutoCAD SHX Text
2.00%%% MAX
AutoCAD SHX Text
2.00%%% MAX
AutoCAD SHX Text
2.00%%% MAX
AutoCAD SHX Text
2.00%%% MAX
CUL-DE-SAC
STD. 111
08/01/2015
DATEREVISION
06/15/26GENERAL REVISIONS
AutoCAD SHX Text
CUL-DE-SAC, 60' R/W STREET SECTION B-B, N.T.S.
AutoCAD SHX Text
CUL-DE-SAC, 50' R/W STREET PLAN VIEW N.T.S.
AutoCAD SHX Text 14'-0"
AutoCAD SHX Text
129'-0" R/W (MINIMUM)
AutoCAD SHX Text 101'-0"
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text 14'-0"
AutoCAD SHX Text 48'-6"
AutoCAD SHX Text
6'-0" LANDSCAPE AREA
AutoCAD SHX Text
6'-0" SIDEWALK
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text
2.00%%% MAX
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text 48'-6"
AutoCAD SHX Text
6'-0" LANDSCAPE AREA
AutoCAD SHX Text
6'-0" SIDEWALK
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text
2.00%%% MAX
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text
121'-0" R/W (MINIMUM)
AutoCAD SHX Text 101'-0"
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text 48'-6"
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text 48'-6"
AutoCAD SHX Text
6'-0" SIDEWALK
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text 2.00%%%
AutoCAD SHX Text
2'-0" GRASS
AutoCAD SHX Text
6'-0" SIDEWALK
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
2'-0" GRASS
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
2:1 SLOPE MAX
AutoCAD SHX Text
CUL-DE-SAC, 50' R/W STREET SECTION A-A, N.T.S.
AutoCAD SHX Text
50'-0" RADIUS FACE OF CURB
AutoCAD SHX Text 60'-6" R/W
AutoCAD SHX Text
2.00%%% MAX
AutoCAD SHX Text
2.00%%% MAX
AutoCAD SHX Text 50'-0" R/W
AutoCAD SHX Text
50'-0" RADIUS FACE OF CURB
AutoCAD SHX Text 64'-6" R/W
AutoCAD SHX Text 60'-0" R/W
AutoCAD SHX Text
20'-0" RADIUS (MINIMUM)
AutoCAD SHX Text
CUL-DE-SAC, 60' R/W PLAN VIEW N.T.S.
AutoCAD SHX Text NOTES: 1. REFER TO CITY OF ALPHARETTA STD. 901 FOR PAVING AND CURB & GUTTER SPECIFICATIONS. REFER TO CITY OF ALPHARETTA STD. 901 FOR PAVING AND CURB & GUTTER SPECIFICATIONS. 2. REFER TO CITY OF ALPHARETTA STD. 902 FOR SIDEWALK SPECIFICATIONS. REFER TO CITY OF ALPHARETTA STD. 902 FOR SIDEWALK SPECIFICATIONS. 3. IRRIGATION IS NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY. IRRIGATION IS NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY. 4. WITHIN PUBLIC RIGHTS OF WAY, TREES ARE ONLY PERMITTED TO BE PLANTED IN MEDIANS AND WITHIN PUBLIC RIGHTS OF WAY, TREES ARE ONLY PERMITTED TO BE PLANTED IN MEDIANS AND LANDSCAPE STRIPS WHICH ARE A MINIMUM OF 6' WIDE. 5. FULL-TO-GROUND TREES ARE NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY. FULL-TO-GROUND TREES ARE NOT PERMITTED WITHIN PUBLIC RIGHTS OF WAY. 6. LANDSCAPE ISLANDS ARE NOT PERMITTED WITHIN THE CENTER OF CUL-DE-SACS ON PUBLIC LANDSCAPE ISLANDS ARE NOT PERMITTED WITHIN THE CENTER OF CUL-DE-SACS ON PUBLIC STREETS. 7. "NO OUTLET" DESIGNATION SHALL BE REQUIRED ON STREET NAME SIGNS FOR STREETS WHICH "NO OUTLET" DESIGNATION SHALL BE REQUIRED ON STREET NAME SIGNS FOR STREETS WHICH ONLY INTERSECT ONE THROUGH STREET. SIDE STREETS OFF OF SUCH A STREET ARE NOT REQUIRED TO INCLUDE THE DESIGNATION. REFER TO CITY OF ALPHARETTA STD. 900 FOR ADDITIONAL INFORMATION.
AutoCAD SHX Text
25'-0" RADIUS FACE OF CURB (MINIMUM)
AutoCAD SHX Text
20'-0" RADIUS (MINIMUM)
AutoCAD SHX Text
25'-0" RADIUS FACE OF CURB (MINIMUM)
AutoCAD SHX Text
20'-0" RADIUS (MINIMUM)
AutoCAD SHX Text
25'-0" RADIUS FACE OF CURB (MINIMUM)
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text B
B
STORM DRAIN
SYSTEMS
STD. 240
06/15/2026
DATE
REVISION
AutoCAD SHX Text STORM DRAINAGE STRUCTURES AND PIPES SHALL COMPLY WITH CURRENT GEORGIA DEPARTMENT OF TRANSPORTATION (GDOT) CONSTRUCTION STANDARDS AND DETAILS MODIFIED AS NOTED BELOW. GDOT'S CONSTRUCTION STANDARDS AND DETAILS ARE AVAILABLE FOR DOWNLOAD AT https://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/ HEADWALLS APPLICABLE DETAILS: GDOT STD. 1001B (STRAIGHT, U-TYPE, WINGED, AND L-TYPE FOR ROUND PIPES) GDOT STD. 1017 (STRAIGHT, U-TYPE, AND L-TYPE FOR ARCH PIPES) GDOT STD. 1125 (TAPERED) SINGLE WING CATCH BASINS APPLICABLE DETAILS: GDOT STD. 1033D / 1033DP (FOR USE WITH CURB AND GUTTER) GDOT STD. 1033F / 1033FP (FOR USE WITH HEADER CURB) NOTES: 1. ALL CATCH BASINS MUST HAVE A PAVED INVERT. ALL CATCH BASINS MUST HAVE A PAVED INVERT. 2. ALL CATCH BASINS MUST PROVIDE PLASTIC-COATED STEEL STEPS PER CITY OF ALPHARETTA STD. 241. ALL CATCH BASINS MUST PROVIDE PLASTIC-COATED STEEL STEPS PER CITY OF ALPHARETTA STD. 241. 3. ALL CATCH BASINS MUST HAVE A STORM DRAIN MARKER PER CITY OF ALPHARETTA STD. 241. ALL CATCH BASINS MUST HAVE A STORM DRAIN MARKER PER CITY OF ALPHARETTA STD. 241. 4. GUTTER WIDTH IS TO BE 18" PER CITY OF ALPHARETTA STD. 901. GUTTER WIDTH IS TO BE 18" PER CITY OF ALPHARETTA STD. 901. 5. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AROUND THE CATCH BASIN WHERE SIDEWALK, 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AROUND THE CATCH BASIN WHERE SIDEWALK, CURB, OR PAVEMENT IS PLACED ADJACENT TO THE STRUCTURE. DOUBLE WING CATCH BASINS APPLICABLE DETAILS: GDOT STD. 1034D / 1034DP (FOR USE WITH CURB AND GUTTER) GDOT STD. 1034F / 1034FP (FOR USE WITH HEADER CURB) NOTES: 1. ALL CATCH BASINS MUST HAVE A PAVED INVERT. ALL CATCH BASINS MUST HAVE A PAVED INVERT. 2. ALL CATCH BASINS MUST PROVIDE PLASTIC-COATED STEEL STEPS PER CITY OF ALPHARETTA STD. 241. ALL CATCH BASINS MUST PROVIDE PLASTIC-COATED STEEL STEPS PER CITY OF ALPHARETTA STD. 241. 3. ALL CATCH BASINS MUST HAVE A STORM DRAIN MARKER PER CITY OF ALPHARETTA STD. 241. ALL CATCH BASINS MUST HAVE A STORM DRAIN MARKER PER CITY OF ALPHARETTA STD. 241. 4. GUTTER WIDTH IS TO BE 18" PER CITY OF ALPHARETTA STD. 901. GUTTER WIDTH IS TO BE 18" PER CITY OF ALPHARETTA STD. 901. 5. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AROUND THE CATCH BASIN WHERE SIDEWALK, 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AROUND THE CATCH BASIN WHERE SIDEWALK, CURB, OR PAVEMENT IS PLACED ADJACENT TO THE STRUCTURE. JUNCTION BOXES APPLICABLE DETAIL: GDOT STD. 1011A/ 1011AP NOTES: 1. ALL JUNCTION BOXES MUST HAVE A MANHOLE ACCESS. BURIED JUNCTION BOXES ARE NOT PERMITTED. ALL JUNCTION BOXES MUST HAVE A MANHOLE ACCESS. BURIED JUNCTION BOXES ARE NOT PERMITTED. 2. ALL JUNCTION BOXES MUST HAVE A PAVED INVERT. ALL JUNCTION BOXES MUST HAVE A PAVED INVERT. 2. ALL CATCH BASINS MUST PROVIDE PLASTIC-COATED STEEL STEPS PER CITY OF ALPHARETTA STD. 241. ALL CATCH BASINS MUST PROVIDE PLASTIC-COATED STEEL STEPS PER CITY OF ALPHARETTA STD. 241. DROP INLETS - GRATE APPLICABLE DETAILS: GDOT STD. 1019A / 1019AP GDOT STD. 1019B (FOR USE ON CONTINUOUS GRADES WITH NO BIKE ACCOMMODATIONS) GDOT STD. 9031L, SHEET 2 (FOR DOUBLE GRATES) NOTES: 1. ALL DROP INLETS MUST HAVE A PAVED INVERT. ALL DROP INLETS MUST HAVE A PAVED INVERT. 2. ALL DROP INLETS MUST PROVIDE PLASTIC-COATED STEEL STEPS PER CITY OF ALPHARETTA STD. 241. ALL DROP INLETS MUST PROVIDE PLASTIC-COATED STEEL STEPS PER CITY OF ALPHARETTA STD. 241. 3. ALL DROP INLETS MUST HAVE A STORM DRAIN MARKER PER CITY OF ALPHARETTA STD. 241. ALL DROP INLETS MUST HAVE A STORM DRAIN MARKER PER CITY OF ALPHARETTA STD. 241. 4. GRATE SLOTS MUST BE PERPENDICULAR TO THE FLOW OF TRAFFIC OR AN ALTERNATE "BICYCLE SAFE GRATE SLOTS MUST BE PERPENDICULAR TO THE FLOW OF TRAFFIC OR AN ALTERNATE "BICYCLE SAFE GRATE" MUST BE USED.
CONCRETE & METAL PIPE CULVERTS APPLICABLE DETAILS: GDOT STD. 1030D, SHEET 1 (TRENCH CONSTRUCTION, BEDDING, BACKFILLING) GDOT STD. 1030D, SHEET 2 (FILL HEIGHTS FOR CONCRETE & CORRUGATED METAL PIPE) GDOT STD. 1030D, SHEET 3 (FILL HEIGHTS FOR SPIRAL RIB METAL PIPE & ARCH PIPE) NOTES: 1. STORMWATER PIPES MUST: STORMWATER PIPES MUST: 1.1. BE A MINIMUM OF 18" IN DIAMETER BE A MINIMUM OF 18" IN DIAMETER 1.2. HAVE A CONTINUOUS LENGTH NO GREATER THAN 300 FEET HAVE A CONTINUOUS LENGTH NO GREATER THAN 300 FEET 1.3. BE LAID IN A STRAIGHT LINE BE LAID IN A STRAIGHT LINE 1.4. HAVE A MINIMUM SLOPE OF 1.00% HAVE A MINIMUM SLOPE OF 1.00% 2. ALL STORMWATER PIPES WITHIN PUBLIC RIGHTS OF WAY AND ALONG PRIVATE STREETS MUST BE RCP. ALL STORMWATER PIPES WITHIN PUBLIC RIGHTS OF WAY AND ALONG PRIVATE STREETS MUST BE RCP. 3. ALL METAL PIPES MUST BE FULLY BITUMINOUS, ASPHALT, OR ALUMINUM COATED WITH PAVED INVERTS. ALL METAL PIPES MUST BE FULLY BITUMINOUS, ASPHALT, OR ALUMINUM COATED WITH PAVED INVERTS. CIRCULAR BASE UNITS AND RISERS APPLICABLE DETAIL: GDOT STD. 1040 NOTES: 1. ALL STORM DRAIN STRUCTURES MUST HAVE A PAVED INVERT. ALL STORM DRAIN STRUCTURES MUST HAVE A PAVED INVERT. 2. ALL CATCH BASINS MUST PROVIDE PLASTIC-COATED STEEL STEPS PER CITY OF ALPHARETTA STD. 241. ALL CATCH BASINS MUST PROVIDE PLASTIC-COATED STEEL STEPS PER CITY OF ALPHARETTA STD. 241. 3. ALL CATCH BASINS MUST HAVE A STORM DRAIN MARKER PER CITY OF ALPHARETTA STD. 241. ALL CATCH BASINS MUST HAVE A STORM DRAIN MARKER PER CITY OF ALPHARETTA STD. 241. FLARED END SECTIONS APPLICABLE DETAIL: GDOT STD. 1120 NOTE: 1. DELINEATOR POSTS ARE NOT REQUIRED. DELINEATOR POSTS ARE NOT REQUIRED. SAFETY END SECTIONS APPLICABLE DETAIL: GDOT STD. 1122, SHEET 3 NOTE: 1. ONLY CONCRETE SAFETY END SECTIONS ARE PERMITTED.ONLY CONCRETE SAFETY END SECTIONS ARE PERMITTED.
STORM DRAIN MARKER
& STRUCTURE STEPS
STD. 241
06/15/2026
DATEREVISION
AutoCAD SHX Text NOTE: PLASTIC COATED STEEL : PLASTIC COATED STEEL STEPS ARE REQUIRED IN ALL STORM DRAIN STRUCTURES.
AutoCAD SHX Text
STORM DRAIN STRUCTURE STEP DETAIL N.T.S.
15"±
AutoCAD SHX Text 15"±
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1-1/2"
AutoCAD SHX Text 10"
AutoCAD SHX Text 8"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text
STEP
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STORM DRAIN MARKER N.T.S.
1. STORM DRAIN MARKERS ARE REQUIRED TO BE INSTALLED ON ALL INLET STORM STORM DRAIN MARKERS ARE REQUIRED TO BE INSTALLED ON ALL INLET STORM DRAIN STRUCTURES. 2. STORM DRAIN MARKERS ARE AVAILABLE FOR PICK-UP ONLY FROM THE STORM DRAIN MARKERS ARE AVAILABLE FOR PICK-UP ONLY FROM THE COMMUNITY DEVELOPMENT DEPARTMENT LOCATED IN CITY HALL AT 2 PARK PLAZA, ALPHARETTA, GA 30009, PHONE: 678-297-6070 3. COSTS: COSTS: A. $5 FOR EACH 4" DURACAST MARKER $5 FOR EACH 4" DURACAST MARKER B. $5 FOR EACH 5 OZ. TUBE OF SPECIAL ADHESIVE (ADHERES 14 MARKERS)$5 FOR EACH 5 OZ. TUBE OF SPECIAL ADHESIVE (ADHERES 14 MARKERS)
PEDESTAL INLET
STD. 245
06/15/2026
DATEREVISION
AutoCAD SHX Text NOTES: : 1. PAVED INVERT REQUIRED. PAVED INVERT REQUIRED. 2. DROP INLET BOX TO BE CONSTRUCTED PER GDOT STD. 1019A OR 1019AP DROP INLET BOX TO BE CONSTRUCTED PER GDOT STD. 1019A OR 1019AP AS APPLICABLE. 3. CIRCULAR VARIANTS ARE PERMITTED. REFER TO GDOT STD. 1040. INTERNAL CIRCULAR VARIANTS ARE PERMITTED. REFER TO GDOT STD. 1040. INTERNAL DIAMETER MUST BE A MINIMUM 4'. 4. ALL PEDESTAL INLETS MUST PROVIDE PLASTIC-COATED STEEL STEPS PER ALL PEDESTAL INLETS MUST PROVIDE PLASTIC-COATED STEEL STEPS PER CITY OF ALPHARETTA STD. 241. 5. ALL PEDESTAL INLETS MUST HAVE A STORM DRAIN MARKER PER CITY OF ALL PEDESTAL INLETS MUST HAVE A STORM DRAIN MARKER PER CITY OF ALPHARETTA STD. 241.
AutoCAD SHX Text
BRICK OR CONCRETE PILLARS
AutoCAD SHX Text
1/2 LARGEST PIPE DIAMETER (18" MINIMUM)
AutoCAD SHX Text
FRONT VIEW N.T.S.
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
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GRADE LINE
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PLAN VIEW TOP OMITTED FOR CLARITY N.T.S.
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3' MINIMUM
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3' MINIMUM
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3' MINIMUM
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BRICK OR CONCRETE PILLARS
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WEIR OPENINGS ON 1 TO 4 SIDES
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MANHOLE FRAME AND COVER. SEE GDOT STD. 1033D FOR DETAILS
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#4 DIAGONAL BARS
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#4 BARS SPACED 12" O.C.
AutoCAD SHX Text 6"
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1-1/2" CL.
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DETAIL OF TOP REINFORCED CONCRETE SLAB - PLAN N.T.S.
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DETAIL OF TOP REINFORCED CONCRETE SLAB - ELEVATION N.T.S.
1-1/2" CL. TYP.
PERMEABLE PAVERS
(NOT PERMITTED IN PUBLIC RIGHT OF WAY)
STD. 250
08/30/2021
NOTE: NO RUNOFF MAY BE DIRECTED TOWARDS PAVERS FROM OUTSIDE ITS SURFACE AREA.
PLAN
SCALE: NTS
PERMEABLE PAVER SYSTEMS
SUBGRADE
PERMEABLE PAVERS MAINTENANCE
DESIGN CRITERIA
· INTENDED FOR LOW TRAFFIC AREAS, OR FOR RESIDENTIAL OR OVERFLOW PARKING
APPLICATIONS, NOT IDEAL FOR AREAS WITH A TREE CANOPY
· AESTHETICALLY PLEASING
· AMERICANS WITH DISABILITIES ACT (ADA) COMPLIANT
· SHOULD BE A MINIMUM OF TWO FEET ABOVE THE NATURAL WATER TABLE
· SHOULD BE A MINIMUM OF 15 FEET AWAY FROM BUILDINGS
LIMITATIONS
· POTENTIAL FOR HIGH FAILURE RATE IF NOT ADEQUATELY MAINTAINED OR USED IN
UNSTABILIZED AREAS
· GEOTECHNICAL ANALYSIS OF SOILS REQUIRED; MINIMUM INFILTRATION 0.5 IN/HR
· INEFFECTIVE UNDER TREE CANOPY, DUE TO CLOGGING
MAINTENANCE REQUIREMENTS
· HIGH MAINTENANCE REQUIREMENTS
· WEED AND REMOVE GRASS OUT OF BRICKS / BLOCKS AS NECESSARY (UNLESS
CONCRETE GRID PAVERS ARE USED)
· SWEEP OR VACUUM THE PAVERS AS NECESSARY
POLLUTANT REMOVAL
· 80% TSS REMOVAL
SUITABILITY
· RUNOFF REDUCTION
- 100% OF THE RUNOFF REDUCTION CREDIT, IF AN UNDERDRAIN IS NOT USED
- 75% OF THE RUNOFF REDUCTION CREDIT, IF AN UPTURNED UNDERDRAIN IS USED
- 50% OF THE RUNOFF REDUCTION CREDIT, IF AN UNDERDRAIN IS USED
· WATER QUALITY
- CHANNEL PROTECTION? MAY PROVIDE PARTIAL BENEFITS
- OVERBANK FLOOD PROTECTION? MAY PROVIDE PARTIAL BENEFITS
- EXTREME FLOOD PROTECTION? MAY PROVIDE PARTIAL BENEFITS
COMMON PROBLEMS
· SEDIMENT BUILD-UP AND CLOGGING BETWEEN PAVERS
· SETTLING PAVERS
· CRACKING OR SPLITTING
MONTHLY
· DURING DRY WEATHER KEEP THE PAVERS FREE OF TRASH, DEBRIS, AND SEDIMENT.
· MAKE SURE THAT THERE IS NO STANDING WATER IN THE PAVERS BETWEEN STORMS.
· REMOVE WEEDS AND GRASS GROWING BETWEEN PAVERS (UNLESS CONCRETE GRID
PAVERS ARE BEING USED).
· MOW GRASS WITHIN THE PAVERS (ONLY FOR CONCRETE GRID WITH GRASS).
· MOW/ TRIM GRASS OR VEGETATION NEAR THE PAVERS AND REMOVE CLIPPINGS FROM
AREA.
· VISUALLY INSPECT THE PAVERS AFTER LARGE STORMS TO ENSURE THE OVERFLOW DRAINAGE
SYSTEM IS WORKING.
· INSPECT THE PAVERS FOR DAMAGE AND REPAIR.
· VACUUM SWEEP THE PAVER SURFACE TO KEEP FREE OF SEDIMENT.
· AFTER CLEANING, ADDITIONAL AGGREGATE MAY NEED TO BE ADDED BETWEEN THE
PAVERS. REPLACE AGGREGATE BETWEEN THE PAVERS AS NECESSARY.
AS NEEDED, TYPICAL ROUTINE MAINTENANCE ACTIVITIES
· KEEP THE CONTRIBUTING DRAINAGE AREA AND SURFACE OF THE PAVERS CLEAR OF DEBRIS,
TRASH, AND SEDIMENT.
· ENSURE THAT AREAS SURROUNDING THE PRACTICE ARE STABILIZED AND MOWED, REMOVE
GRASS CLIPPINGS.
SEMI-ANNUALLY, IN SPRING AND FALL
· REMOVE SEDIMENT, DIRT, LEAVES, AND ANY DEBRIS.
· REPLACE ANY JOINT MATERIAL THAT HAS ERODED OR WASHED AWAY.
· OBSERVE THE SYSTEM DURING A RAIN EVENT.
· AREAS SHOULD BE ROUTINELY INSPECTED FOR SETTLING AND LOSS OF WATER FLOW
THROUGH THE SYSTEM.
· REPAIR SETTLED AREAS.
AS NEEDED, IN WINTER
· ORGANIC DEICERS MAY BE USED TO MELT ICE AND SNOW.
· SNOW PLOWS MAY BE USED WHEN NECESSARY UNDER THE FOLLOWING CONDITIONS:
1. THE EDGES OF THE PLOW ARE BEVELED.
2. THE BLADE OF THE SNOW PLOW IS RAISED 1-2 INCHES.
3. THE SNOW PLOW IS EQUIPPED WITH SNOW SHOES, WHICH ALLOW THE BLADE TO
GLIDE ACROSS UNEVEN SURFACES.
ANNUAL ROUTINE MAINTENANCE ACTIVITIES
· INSPECT THE SURFACE FOR DETERIORATION OR BREAKING INTO FRAGMENTS.
· FLUSH THE UNDERDRAIN SYSTEM TO CHECK FOR CLOGGING (IF APPLICABLE).
UPON FAILURE, ROUTINE MAINTENANCE ACTIVITIES
· REMOVE THE PERMEABLE PAVERS; INCLUDE THE TOP AND BASE LAYERS OF THE PRACTICE.
CLEAN PAVERS AND BASE AGGREGATE, AND REPLACE AS NEEDED.
RECORD KEEPING
· RECORDS OF MAINTENANCE ACTIVITIES ARE REQUIRED FOR NON-RESIDENTIAL PROPERTIES.
· RECORDS OF MAINTENANCE ACTIVITIES ARE RECOMMENDED AND SHOULD BE MAINTAINED
BY HOMEOWNERS OR RESIDENTIAL PROPERTIES.
NOTE: REPLACEMENT WITH NON-PERMEABLE SURFACE
REQUIRES APPROVAL FROM THE CITY OF ALPHARETTA
AND INSTALLATION OF ADDITIONAL BMPs.
3/8" OPENINGS BETWEEN PAVERS
FILLED WITH ASTM #8 STONE
2"BEDDING LAYER
ASTM #8 STONE
6" BASE LAYER
#57 STONE 6" SUB BASE LAYER
ASTM #2 STONE
GEOTEXTILE FABRIC BETWEEN SUB
BASE AND SUBGRADE EXTENDING
UP THE SIDES THROUGHOUT
PAVERS - TYP
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DATEREVISION
06/15/26REV. DETAIL NUMBER
SUBDIVISION STREET
TYPICAL UNDERGROUND UTILITY
CROSS SECTION, 50' ROW
STD. 400A
08/01/2015
DATEREVISION
06/15/26GENERAL REVISIONS
AutoCAD SHX Text NOTE: LOCATION OF SEWER AND WATER UTILITIES SHALL BE PER FULTON COUNTY STANDARD DETAILS AND SPECIFICATIONS.: LOCATION OF SEWER AND WATER UTILITIES SHALL BE PER FULTON COUNTY STANDARD DETAILS AND SPECIFICATIONS.
AutoCAD SHX Text
2'-0" GRASS
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6'-0" SIDEWALK
AutoCAD SHX Text 1'-6"
1'-6"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 3'-6"
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AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 0'-6"
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CABLE
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POWER
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TELECOM
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WATER
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5'-0" MIN.
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 3'-0"
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CABLE
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POWER
AutoCAD SHX Text 3'-6"
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TELECOM
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GAS
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6'-0" MIN.
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6" UTILITY CONDUIT MINIMUM DEPTH = 5'-0"
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SANITARY SEWER
AutoCAD SHX Text 1'-6"
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AutoCAD SHX Text 3'-6"
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AutoCAD SHX Text 10'-6"
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2'-0" GRASS
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6'-0" SIDEWALK
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CABLE
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POWER
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TELECOM
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WATER
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5'-0" MIN.
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CABLE
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POWER
AutoCAD SHX Text 3'-6"
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TELECOM
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GAS
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6'-0" MIN.
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6" UTILITY CONDUIT MINIMUM DEPTH = 5'-0"
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SANITARY SEWER
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2'-0" GRASS
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6'-0" SIDEWALK
AutoCAD SHX Text 1'-6"
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AutoCAD SHX Text 0'-6"
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AutoCAD SHX Text 3'-6"
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2'-0" GRASS
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6'-0" SIDEWALK
AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 12'-6"
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25'-0" BACK OF CURB TO BACK OF CURB
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29'-0" BACK OF CURB TO BACK OF CURB
R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
R/W
SUBDIVISION STREET
TYPICAL UNDERGROUND UTILITY
CROSS SECTION, 60' ROW
STD. 400B
06/15/2026
DATEREVISION
AutoCAD SHX Text NOTE: LOCATION OF SEWER AND WATER UTILITIES SHALL BE PER FULTON COUNTY STANDARD DETAILS AND SPECIFICATIONS.: LOCATION OF SEWER AND WATER UTILITIES SHALL BE PER FULTON COUNTY STANDARD DETAILS AND SPECIFICATIONS.
AutoCAD SHX Text 3'-6"
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6'-0" LANDSCAPE AREA
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6'-0" SIDEWALK
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5'-0" MIN.
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6'-0" MIN.
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6" UTILITY CONDUIT MINIMUM DEPTH = 5'-0"
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SANITARY SEWER
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6'-0" MIN.
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6" UTILITY CONDUIT MINIMUM DEPTH = 5'-0"
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SANITARY SEWER
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 2'-0"
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CABLE
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POWER
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TELECOM
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GAS
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AutoCAD SHX Text 7'-6"
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AutoCAD SHX Text 1'-0"
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CABLE
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POWER
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TELECOM
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WATER
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text R/W
AutoCAD SHX Text 15'-6"
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6'-0" LANDSCAPE AREA
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6'-0" SIDEWALK
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5'-0" MIN.
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6'-0" MIN.
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6" UTILITY CONDUIT MINIMUM DEPTH = 5'-0"
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SANITARY SEWER
5'-6"
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6'-0" LANDSCAPE AREA
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6'-0" SIDEWALK
AutoCAD SHX Text 2'-0"
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AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 8'-6"
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AutoCAD SHX Text 9'-6"
AutoCAD SHX Text 17'-6"
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6'-0" LANDSCAPE AREA
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6'-0" SIDEWALK
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CABLE
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POWER
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TELECOM
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GAS
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CABLE
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POWER
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TELECOM
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WATER
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 1'-6"
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AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 0'-6"
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CABLE
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POWER
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TELECOM
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WATER
AutoCAD SHX Text 3'-6"
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8'-0" PARKING SPACE
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8'-0" SIDEWALK
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19'-6" (AREAS WITH PARALLEL PARKING)
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8'-0" LANDSCAPE AREA
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8'-0" SIDEWALK
AutoCAD SHX Text 1'-6"
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19'-6" (AREAS WITHOUT PARALLEL PARKING)
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FIRE HYDRANTS TO ONLY BE LOCATED IN SHOULDER AREAS WITHOUT PARKING
AutoCAD SHX Text 3'-6"
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CABLE
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POWER
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TELECOM
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GAS
AutoCAD SHX Text 1'-6"
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AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 5'-6"
AutoCAD SHX Text 0'-6"
5'-0" MIN.
AutoCAD SHX Text 2'-0" C&G
AutoCAD SHX Text 2'-0" C&G
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29'-0" BACK OF CURB TO BACK OF CURB
AutoCAD SHX Text
21'-0" OUTSIDE EDGE OF TRAVEL LANE TO OUTSIDE EDGE OF TRAVEL LANE
AutoCAD SHX Text 25'-0"
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text 1'-0"
1'-0"
UTILITY CUT
STRUCTURE ADJUSTMENT
STD. 401
08/01/2015
DATE
05/20/24GENERAL REVISION
09/22/25REV. RESURFACING LIMITS
REVISION
06/15/26ADDED BORING NOTES
AutoCAD SHX Text NOTES: : 1. STRUCTURES MUST NOT BE ADJUSTED FOR A PERIOD OF AT LEAST 24 HOURS AFTER STRUCTURES MUST NOT BE ADJUSTED FOR A PERIOD OF AT LEAST 24 HOURS AFTER RESURFACING IS COMPLETED IN THAT AREA. 2. ASPHALT MUST BE CUT SO AS TO MAKE A SMOOTH, EVEN EDGE. ASPHALT MUST BE CUT SO AS TO MAKE A SMOOTH, EVEN EDGE. 3. STRUCTURE COVER MUST BE ADJUSTED TO FIT FLUSH WITH ROAD SURFACE. STRUCTURE COVER MUST BE ADJUSTED TO FIT FLUSH WITH ROAD SURFACE. 4. ALL CONCRETE MUST BE 4000 P.S.I. HIGH EARLY STRENGTH, UNLESS NOTED OTHERWISE. ALL CONCRETE MUST BE 4000 P.S.I. HIGH EARLY STRENGTH, UNLESS NOTED OTHERWISE. 5. CONCRETE MUST BE USED TO BACKFILL THE ENTIRE WORKING AREA BETWEEN BACKS OF CURBS. CONCRETE MUST BE USED TO BACKFILL THE ENTIRE WORKING AREA BETWEEN BACKS OF CURBS. 6. FINISHING CONCRETE MUST BE DONE BY USE OF TROWEL OR FLOAT. FINISHING CONCRETE MUST BE DONE BY USE OF TROWEL OR FLOAT. 7. SANITARY SEWER MANHOLES MUST BE VENTED IMMEDIATELY AFTER BEING PAVED OVER. SANITARY SEWER MANHOLES MUST BE VENTED IMMEDIATELY AFTER BEING PAVED OVER. THEREFORE, WHEN MORE THAN ONE LIFT OF ASPHALT IS TO BE PLACED, THE CONTRACTOR MAY ADJUST STRUCTURE PRIOR TO PAVING. 8. ALL ROAD CUTS MUST BE COVERED WITH STEEL PLATES OF SUFFICIENT THICKNESS TO SPAN THE ALL ROAD CUTS MUST BE COVERED WITH STEEL PLATES OF SUFFICIENT THICKNESS TO SPAN THE CUT WITHOUT NOTICEABLE DEFLECTION. PLATES TO REMAIN IN PLACE UNTIL THE CONCRETE BASE HAS GAINED SUFFICIENT STRENGTH TO WITHSTAND TRAFFIC LOADS (4 DAY MINIMUM).
AutoCAD SHX Text USE UP TO THREE COURSES OF BRICK FOR ADJUSTMENT. IF MORE THAN 3 BRICKS REQUIRED, USE RISER SECTION.
AutoCAD SHX Text INTERNAL SUBDIVISION ROADS: 1.5" 9.5 MM SUPERPAVE ALL OTHER ROADS: 2.0" 12.5 MM SUPERPAVE
AutoCAD SHX Text
10" THICK 4000 P.S.I. HIGH EARLY STRENGTH CONCRETE*
AutoCAD SHX Text BACKFILL: MATERIAL MUST BE COMPACTED IN LAYERS NOT TO EXCEED 6". MATERIAL MUST BE COMPACTED TO MINIMUM 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (AASHTO T99). TOP 12" OF MATERIAL MUST BE COMPACTED TO AT LEAST 100% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (AASHTO T99). COPIES OF COMPACTION TEST RESULTS MUST BE PROVIDED TO THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE CONCRETE CAP.
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MANHOLE N.T.S.
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VALVE STRUCTURE ADJUSTMENT DETAILS N.T.S.
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BACKFILLING UTILITY CUT N.T.S.
AutoCAD SHX Text UTILITY CUT RESURFACING: THE FOLLOWING APPLIES TO ALL UTILITY CUTS LARGER THAN 12" x 12": 1. A REPRESENTATIVE OF THE CITY'S DEPARTMENT OF PUBLIC WORKS MUST INSPECT AND APPROVE THE UTILITY CUT A REPRESENTATIVE OF THE CITY'S DEPARTMENT OF PUBLIC WORKS MUST INSPECT AND APPROVE THE UTILITY CUT BENCH BACK PRIOR TO PLACEMENT OF THE CONCRETE CAP. INSPECTION MUST BE SCHEDULED A MINIMUM OF THREE (3) BUSINESS DAYS IN ADVANCE. 2. FOR ROADS WITH EXISTING PAVEMENTS UP TO 4 YEARS OLD, THE FULL WIDTH OF ANY TRAVEL LANE IMPACTED BY FOR ROADS WITH EXISTING PAVEMENTS UP TO 4 YEARS OLD, THE FULL WIDTH OF ANY TRAVEL LANE IMPACTED BY THE UTILITY CUT MUST BE MILLED AND RESURFACED FOR 100 FEET ON EACH SIDE OF THE TRENCH. FOR ROADS WITH EXISTING PAVEMENTS OVER 4 YEARS OLD AND UP TO 7 YEARS OLD, THE FULL WIDTH OF ANY TRAVEL LANE IMPACTED BY THE UTILITY CUT MUST BE MILLED AND RESURFACED FOR 50 FEET ON EACH SIDE OF THE TRENCH. 2.1. FOR ROADWAYS INTERNAL TO A SUBDIVISION, THE REQUIRED DEPTH OF MILLING SHALL BE 1.5" AND RESURFACING FOR ROADWAYS INTERNAL TO A SUBDIVISION, THE REQUIRED DEPTH OF MILLING SHALL BE 1.5" AND RESURFACING MUST BE PERFORMED WITH 9.5MM SUPERPAVE. 2.2. FOR ALL OTHER ROADWAYS, THE REQUIRED DEPTH OF MILLING SHALL BE 2.0" AND RESURFACING MUST BE FOR ALL OTHER ROADWAYS, THE REQUIRED DEPTH OF MILLING SHALL BE 2.0" AND RESURFACING MUST BE PERFORMED WITH 12.5 MM SUPERPAVE. 3. ALL PAVEMENT JOINTS MUST BE EITHER PERPENDICULAR TO OR PARALLEL TO TRAVEL LANES. ALL PAVEMENT JOINTS MUST BE EITHER PERPENDICULAR TO OR PARALLEL TO TRAVEL LANES. 4. ALL PAVEMENT MARKINGS MUST BE REPLACED WITHIN 30 CALENDAR DAYS FROM COMPLETION OF PAVING OPERATIONS. ALL PAVEMENT MARKINGS MUST BE REPLACED WITHIN 30 CALENDAR DAYS FROM COMPLETION OF PAVING OPERATIONS. ALL PAVEMENT MARKINGS MUST MEET MUTCD AND GDOT SPECIFICATIONS AND MUST BE THERMO-PLASTIC. 5. CONTACT THE DEPARTMENT OF PUBLIC WORKS RIGHT OF WAY ENCROACHMENT PERMITS AT 678-297-6200 OR CONTACT THE DEPARTMENT OF PUBLIC WORKS RIGHT OF WAY ENCROACHMENT PERMITS AT 678-297-6200 OR UTILITYPERMITS@ALPHARETTA.GA.US TO DETERMINE PAVEMENT AGE, CONFIRM RESURFACING REQUIREMENTS, SCHEDULE INSPECTIONS, OR WITH ANY QUESTIONS.
AutoCAD SHX Text INTERNAL SUBDIVISION ROADS: 1.5" 9.5 MM SUPERPAVE ALL OTHER ROADS: 2.0" 12.5 MM SUPERPAVE
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MIN ANGLE 30°
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NEW PAVEMENT
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OLD PAVEMENT
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SUB BASE
AutoCAD SHX Text 9"
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CONCRETE
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SAW CUT
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NEW PAVEMENT
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OLD PAVEMENT
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MIN ANGLE 30°
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SUB-BASE
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CONCRETE
AutoCAD SHX Text 6"
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SAW CUT
AutoCAD SHX Text INTERNAL SUBDIVISION ROADS: MILL 1.5" & RESURFACE WITH 9.5MM SUPERPAVE ALL OTHER ROADS: MILL 2" & RESURFACE WITH 12.5MM SUPERPAVE
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* CONCRETE TRENCH CAP NOTES: 1. TRENCH CAP MUST BE PROVIDED A MINIMUM OF FOUR (4) DAYS TO CURE TRENCH CAP MUST BE PROVIDED A MINIMUM OF FOUR (4) DAYS TO CURE PRIOR TO PLACEMENT OF ASPHALTIC TOP. 2. CLEAN SURFACE AND APPLY BITUMINOUS TACK COAT OR PRIME BEFORE CLEAN SURFACE AND APPLY BITUMINOUS TACK COAT OR PRIME BEFORE PLACEMENT OF ASPHALTIC TOP. 3. IF EXISTING PAVEMENT SECTION THICKNESS IS GREATER THAN 11.5" IF EXISTING PAVEMENT SECTION THICKNESS IS GREATER THAN 11.5" (INTERNAL SUBDIVISION ROADS) / 12" (ALL OTHER ROADS) FROM ROADWAY SURFACE TO SUBGRADE, CONCRETE CAP MUST BE PLACED ON GRADED AGGREGATE BASE PLACED IN MAXIMUM LIFTS OF 6" AND COMPACTED TO 100% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (AASHTO T180) 4. TRENCH CAPS MUST BE MONOLITHICALLY POURED UNLESS PRIOR TRENCH CAPS MUST BE MONOLITHICALLY POURED UNLESS PRIOR APPROVAL IS GRANTED BY THE DEPARTMENT OF PUBLIC WORKS' UTILITY ENCROACHMENT GROUP. IF APPROVED, TRENCH CAP SEGMENTS MUST HAVE #4 REBAR DOWELS, 18" O.C. EMBEDDED A MINIMUM OF 2' INTO EACH SEGMENT OF THE TRENCH CAP.
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PIPE O.D.
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9" MAX
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9" MAX
AutoCAD SHX Text INTERNAL SUBDIVISION ROADS: 1.5" 9.5 MM SUPERPAVE ALL OTHER ROADS: 2.0" 12.5 MM SUPERPAVE
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BENCH BACK 12" OR TO VISIBLE OVERBREAK, WHICHEVER IS GREATER
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BENCH BACK 12" OR TO VISIBLE OVERBREAK, WHICHEVER IS GREATER
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VARIES BASED ON PAVEMENT AGE**
AutoCAD SHX Text ** RESURFACING NOTES: EXTENT OF MILLING AND RESURFACING IS BASED ON AGE OF EXISTING PAVEMENT. 1. UP TO 4 YEARS OLD: MILL AND UP TO 4 YEARS OLD: MILL AND RESURFACE 100 FEET EACH SIDE OF TRENCH. 2. OVER 4 YEARS OLD AND UP TO 7 OVER 4 YEARS OLD AND UP TO 7 YEARS OLD: MILL AND RESURFACE 50 FEET EACH SIDE OF TRENCH. 3. OVER 7 YEARS OLD: NO ADDITIONAL OVER 7 YEARS OLD: NO ADDITIONAL RESURFACING BEYOND TRENCH CAP IS REQUIRED.
AutoCAD SHX Text INTERNAL SUBDIVISION ROADS: MILL 1.5" & RESURFACE WITH 9.5MM SUPERPAVE ALL OTHER ROADS: MILL 2" & RESURFACE WITH 12.5MM SUPERPAVE
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VARIES BASED ON PAVEMENT AGE**
UTILITY BORING NOTES: 1. BORES FOR UTILITIES WITHIN A PUBLIC BORES FOR UTILITIES WITHIN A PUBLIC RIGHT OF WAY MUST BE A MINIMUM OF 3 FEET BELOW PAVEMENT SURFACE. 2. BORES FOR SANITARY SEWER LINES BORES FOR SANITARY SEWER LINES AND WATER LINES MUST ALSO COMPLY WITH THE RELEVANT FULTON COUNTY STANDARD DETAILS.
STREET NAME SIGN
STD. 900
08/01/2015
DATE
12/22/15MUTCD COMPLIANCE
POST MOUNTED SIGN
OVERHEAD SIGN
08/11/21INCREASED HEIGHT OF
OVERHEAD SIGN
DaniaDr No
Outlet
POST MOUNTED SIGN WITH
NO OUTLET DESIGNATION**
REVISION
06/15/26GENERAL REVISIONS
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AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 9.00"
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AVE.
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MILTON
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S. MAIN
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STREET
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AutoCAD SHX Text 0.080"
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VARIES
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REFER TO MUTCD (LATEST EDITION) STANDARDS FOR SIGN LOCATION
AutoCAD SHX Text NOTE: : WHERE APPLICABLE, STREET NAME SIGN SHALL BE INSTALLED IN CONJUNCTION WITH STOP SIGN. REFER TO MUTCD STANDARDS.
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SECTION A-A N.T.S.
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SIGN TO HAVE MILL FINISH WITH 3/4" RADIUS FLAT BLADE WITH NO HOLES
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REFER TO TABLE BELOW FOR PRIMARY SIZING STREET NAME SHALL BE WHITE
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REFER TO TABLE BELOW FOR SUFFIX & PREFIX SIZING SUFFIX & PREFIX SHALL BE WHITE
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VULCAN VS-4 U.C. CAP FOR 2" SQUARE POST OR EQUAL
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VULCAN VS-4 CROSS OR EQUAL
AutoCAD SHX Text BASE POST SQUARE 2-1/4" X 3', 12 GAUGE (BASE POST SHALL NOT EXTEND MORE THAN 6" ABOVE GRADE)
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SQUARE POST 2" X 10', 12 GAUGE
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STREET NAME SIGN SHALL BE 3M HIGH INTENSITY PRISMATIC (3M 3930) OR EQUAL
AutoCAD SHX Text STREET NAME SIGN SHALL HAVE ELECTRO-CUTTABLE (EC FILM) TRANSPARENT GREEN MATERIAL INSTALLED OVER BACKING.
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BASE POST SHALL BE DRIVEN 3'-0" BELOW FINISHED GRADE.
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TYPE OF MOUNTING
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TYPE OF STREET OR HIGHWAY
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SPEED LIMIT
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INITIAL UPPER-CASE
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LOWER-CASE
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OVERHEAD
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ALL TYPES
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ALL SPEED LIMITS
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12 INCHES
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9 INCHES
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POST-MOUNTED
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MULTI-LANE
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MORE THAN 40 MPH
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8 INCHES
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6 INCHES
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POST-MOUNTED
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MULTI-LANE
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40 MPH OR LESS
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6 INCHES
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4.5 INCHES
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POST-MOUNTED
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2-LANE
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ALL SPEED LIMITS
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6 INCHES
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4.5 INCHES
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FONT
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FHWA SERIES D 2000
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FHWA SERIES C 2000
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FHWA SERIES C 2000
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FHWA SERIES C 2000
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SIGN SIZE
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18" X VARIES*
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9" X VARIES*
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PRIMARY LETTER HEIGHT
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INITIAL UPPER-CASE
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LOWER-CASE
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6 INCHES
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4.5 INCHES
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4 INCHES
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3 INCHES
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3 INCHES
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2.25 INCHES
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3 INCHES
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2.25 INCHES
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SUFFIX & PREFIX LETTER HEIGHT
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9" X VARIES*
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9" X VARIES*
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PROVIDE 1/2" WHITE BORDER AROUND EDGE
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*SIGN WIDTH SHALL BE DETERMINED BY THE LENGTH OF SIGN LEGEND.
AutoCAD SHX Text 9.00"
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AutoCAD SHX Text 18.00"
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"NO OUTLET" DESIGNATION SHALL BE YELLOW DIAMOND GRADE MATERIAL WITH BLACK TEXT**
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"NO OUTLET" DESIGNATION SHALL BE SIZED PER SUFFIX & PREFIX SIZING**
** "NO OUTLET" DESIGNATION SHALL BE REQUIRED ON STREET NAME SIGNS FOR STREETS WHICH ONLY INTERSECT ONE "NO OUTLET" DESIGNATION SHALL BE REQUIRED ON STREET NAME SIGNS FOR STREETS WHICH ONLY INTERSECT ONE THROUGH STREET. SIDE STREETS OFF OF SUCH A STREET ARE NOT REQUIRED TO INCLUDE THE DESIGNATION.
ROADWAY PAVEMENT
SPECIFICATIONS,
CURB AND GUTTER DETAILS
STD. 901
08/01/2015
DATEREVISION
06/15/26GENERAL REVISIONS
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AutoCAD SHX Text TYPE I PAVEMENT SECTION: AVERAGE DAILY TRAFFIC (ADT) - 1000 VPD OR LESS (LOCAL RESIDENTIAL STREET)
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MATERIAL TYPE
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TOTAL THICKNESS (INCHES)
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MAX LIFT THICKNESS (INCHES)
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NOTES
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9.5 mm SUPERPAVE*
AutoCAD SHX Text 1.5
AutoCAD SHX Text 2.5**
AutoCAD SHX Text *NON-RESIDENTIAL STREETS MAY USE 12.5 MM SUPERPAVE INSTEAD **ALLOW UP TO 4 INCHES THICK FOR DRIVEWAY AND SIDE ROAD TRANSITION
AutoCAD SHX Text B
AutoCAD SHX Text 19 mm SUPERPAVE
AutoCAD SHX Text 2.0
AutoCAD SHX Text 3*
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*ALLOW UP TO 6 INCHES PER LIFT FOR TRENCH WIDENING
AutoCAD SHX Text C
AutoCAD SHX Text 25 mm SUPERPAVE
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*ALLOW UP TO 6 INCHES PER LIFT FOR TRENCH WIDENING
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GRADED AGGREGATE BASE
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AutoCAD SHX Text COMPACTED TO 100 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (AASHTO T180)
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UPPER 12 INCHES SOIL SUBGRADE
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AutoCAD SHX Text COMPACTED TO AT LEAST 100 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY (AASHTO T99)
AutoCAD SHX Text TYPE II PAVEMENT SECTION: ADT - 1001 TO 16,000 VPD & TRUCK-TRAFFICKED ROADS (LOCAL RESIDENTIAL, 2 LANE RESIDENTIAL COLLECTOR & 2-3 LANE COLLECTOR STREETS)
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MATERIAL TYPE
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TOTAL THICKNESS (INCHES)
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MAX LIFT THICKNESS (INCHES)
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NOTES
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12.5 mm SUPERPAVE
AutoCAD SHX Text 2.0
AutoCAD SHX Text 2.5*
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*ALLOW UP TO 4 INCHES THICK FOR DRIVEWAY AND SIDE ROAD TRANSITION
AutoCAD SHX Text B
AutoCAD SHX Text 19 mm SUPERPAVE
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AutoCAD SHX Text 3*
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*ALLOW UP TO 6 INCHES PER LIFT FOR TRENCH WIDENING
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AutoCAD SHX Text 25 mm SUPERPAVE
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AutoCAD SHX Text 5*
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*ALLOW UP TO 6 INCHES PER LIFT FOR TRENCH WIDENING
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GRADED AGGREGATE BASE
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AutoCAD SHX Text COMPACTED TO 100 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (AASHTO T180)
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UPPER 12 INCHES SOIL SUBGRADE
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AutoCAD SHX Text COMPACTED TO AT LEAST 100 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY (AASHTO T99)
AutoCAD SHX Text TYPE III PAVEMENT SECTION: ADT - 16,001 TO 24,000 VPD & TRUCK-TRAFFICKED ROADS (4 LANE COLLECTOR & 5 LANE ARTERIAL STREETS)
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MATERIAL TYPE
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TOTAL THICKNESS (INCHES)
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MAX LIFT THICKNESS (INCHES)
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NOTES
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12.5 mm SUPERPAVE
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AutoCAD SHX Text 2.5*
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*ALLOW UP TO 4 INCHES THICK FOR DRIVEWAY AND SIDE ROAD TRANSITION
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AutoCAD SHX Text 19 mm SUPERPAVE
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AutoCAD SHX Text 3*
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*ALLOW UP TO 6 INCHES PER LIFT FOR TRENCH WIDENING
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AutoCAD SHX Text 25 mm SUPERPAVE
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*ALLOW UP TO 6 INCHES PER LIFT FOR TRENCH WIDENING
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GRADED AGGREGATE BASE
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AutoCAD SHX Text COMPACTED TO 100 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (AASHTO T180)
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UPPER 12 INCHES SOIL SUBGRADE
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AutoCAD SHX Text COMPACTED TO AT LEAST 100 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY (AASHTO T99)
AutoCAD SHX Text 12"
AutoCAD SHX Text 24"
AutoCAD SHX Text 6"
AutoCAD SHX Text 7 1/2"
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1"/FT. SLOPE
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1" BATTER
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FOR USE WITH TYPE I AND II PAVEMENT SECTIONS N.T.S.
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FOR USE WITH TYPE III PAVEMENT SECTION N.T.S.
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SEE NOTE #7
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SEE NOTE #7
AutoCAD SHX Text PAVEMENT NOTES: : 1. PAVEMENT DESIGNS FOR ROADWAYS EXCEEDING 24,000 VPD MUST BE SUBMITTED TO PAVEMENT DESIGNS FOR ROADWAYS EXCEEDING 24,000 VPD MUST BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS FOR APPROVAL. 2. PROOF-ROLLING OF BOTH THE SUBGRADE AND GAB MUST BE CONDUCTED WITH A PROOF-ROLLING OF BOTH THE SUBGRADE AND GAB MUST BE CONDUCTED WITH A GEOTECHNICAL ENGINEER PRESENT. CITY LAND DEVELOPMENT INSPECTOR MUST ALSO BE PRESENT AND SHOULD BE CONTACTED 72 HOURS IN ADVANCE. 3. COPIES OF THE GEOTECHNICAL ENGINEER'S REPORT (INCLUDING COMPACTION TEST COPIES OF THE GEOTECHNICAL ENGINEER'S REPORT (INCLUDING COMPACTION TEST RESULTS) ARE REQUIRED TO BE PROVIDED TO THE CITY LAND DEVELOPMENT INSPECTOR. ALL REPORTS MUST BEAR THE SEAL AND SIGNATURE OF A GEORGIA REGISTERED PROFESSIONAL ENGINEER. COMPACTION TESTS ARE REQUIRED AT A MINIMUM OF EVERY 50 LINEAR FEET IN STAGGERED LOCATIONS AND AT ALL UTILITY CROSSINGS. 4. CORE SAMPLES ARE REQUIRED AT A MINIMUM OF EVERY 100 LINEAR FEET OF ROADWAY CORE SAMPLES ARE REQUIRED AT A MINIMUM OF EVERY 100 LINEAR FEET OF ROADWAY AND AT ALL UTILITY CROSSINGS. ADDITIONAL CORE SAMPLES MAY BE REQUIRED BY THE CITY LAND DEVELOPMENT INSPECTOR BASED ON FIELD CONDITIONS AND OBSERVATIONS.
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