00018383.00_6250 Forrest Ave.pdf
PDF 472 KB Posted
- Attached to
- 6250 Forrest Avenue Drainage
- Solicitation number
- RFB-PS-26-01
- Issued by
- Georgia
About this file
The document is a Conceptual Grading & Drainage Plan for a project located at 6250 Forrest Avenue in Union City, Georgia, prepared by Atlas for a site development project. The plan covers a total site area of 0.75 acres, with 0.15 acres to be disturbed, and includes detailed storm drainage infrastructure including multiple drop inlets, curb inlets, storm manholes, and approximately 155-107 linear feet of 18" and 24" storm drain pipes with varying slope percentages. The plan is dated 08/02/2024 and includes comprehensive utility and drainage notes requiring contractors to verify existing utility locations and depths prior to construction.
The plan provides specific technical details about existing site elevations, with drop inlet tops ranging from 934.38 to 952.00 and invert elevations between 929.13 and 933.00. A critical utility disclaimer emphasizes contractor responsibility for utility verification, requiring contact with the Utilities Protection Center at 811 at least 48 hours before excavation. The drainage plan includes instructions for connecting to existing storm lines, capping existing storm lines, and ensuring proper grading and drainage across the site, with meticulous attention to elevation changes and storm water management infrastructure.
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| File | Type | Posted |
|---|---|---|
| RFB-PS-26-01 6250 Forrest Avenue - 10.24.25.pdf |
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Text version
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TAX PARCEL # 09F22110087646
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ANTHONY MICHAEL STROUD
TAX PARCEL # 09F221100871380
DB 65301, PG 338
PB 40, PG 61
DIXIE LAKES SUBDIVISION
PLAT BOOK 40, PAGE 61
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CONNECT STORM TO
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STRUCTURE IN THE
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TOP: 934.51
INV. OUT: 931.16
STORM MANHOLE
TOP: 954.38
INV. IN: 933.00
INV. OUT: 932.93
EX. DROP INLET
TOP: 934.38
INV. IN: 929.30
INV. OUT: 929.30
CURB INLET
TOP: 933.43
INV. IN: 927.88
INV. OUT: 927.72
EX. DROP INLET
TOP: 934.28
INV. IN: 931.06
INV. IN: 930.03
INV. OUT: 930.03
"APPROX. LOCATION AND INVERT"
EX. DROP INLET
TOP:938.23
INV. IN: 930.80
INV. OUT: 930.72
"APPROX. LOCATION AND INVERT"
EX. DROP INLET
TOP:943.49
INV. IN: 932.00
INV. OUT: 931.89
"APPROX. LOCATION AND INVERT"
EX. DROP INLET
TOP: 952.00
INV. IN: UNKNOWN
INV. OUT: 933.91
"APPROX. LOCATION AND INVERT"
EX. DROP INLET
TOP: 941.36
INV. IN: 931.50
INV. OUT: 931.45
CURB INLET
TOP: 950.49
INV. IN: 932.75
INV. OUT: 932.59
DROP INLET
TOP:946.48
INV. IN: 932.40
INV. OUT: 932.30
EX. WINGED HEADWALL
TOP: 931.88
INV. IN: 929.13
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TOTAL SITE AREA = 0.75 AC
DISTURBED AREA = 0.15 AC*
*(X ACRES IN PUBLIC R/W)
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UTILITY DISCLAIMER
THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL
UTILITIES PRIOR TO BEGINNING CONSTRUCTION TO AVOID CONFLICTS
WITH PROPOSED CONSTRUCTION. UTILITIES SHOWN ON THESE PLANS
ARE BASED ON VARIOUS SOURCES AND MAY NOT BE RELIED UPON AS
BEING ACCURATE OR COMPLETE. THE CONTRACTOR IS RESPONSIBLE
FOR CALLING THE UTILITIES PROTECTION CENTER, INC. AT 811
(1-800-282-7411) AT LEAST 48 HOURS PRIOR TO EXCAVATING
ACTIVITIES TO HAVE ALL UTILITIES MARKED WITHIN AND ADJACENT
TO THE WORK AREA. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL UTILITIES THAT ARE IN CONFLICT
WITH PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
08/02/2024
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P:\LEI PROJECTS\0064-9000 ATLAS PROJECTS\00018383.000 - 6250 FORREST AVE\04 DRAWINGS\41 CIVIL DRAWINGS\00018383.00_C.DWG
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AutoCAD SHX Text
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AutoCAD SHX Text 933.86
AutoCAD SHX Text
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AutoCAD SHX Text 2550 Heritage Ct SE Suite 250 Atlanta , GA 30339 Tel.: (770) 951-2495 oneatlas.com COA-LSF #1323, PEF #7665
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155 LF of 18" SD (RCP) @ 0.68%
27 LF of 18" SD (RCP) @ 0.68%
44 LF of 18" SD (RCP) @ 0.68%
57 LF of 24" SD (RCP) @ 0.68%
95 LF of 24" SD (RCP) @ 0.68% 101 LF of 24" SD (RCP) @ 0.68%
107 LF of 24" SD (RCP) @ 0.68%
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UTILITY DISCLAIMER
THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL
UTILITIES PRIOR TO BEGINNING CONSTRUCTION TO AVOID CONFLICTS
WITH PROPOSED CONSTRUCTION. UTILITIES SHOWN ON THESE PLANS
ARE BASED ON VARIOUS SOURCES AND MAY NOT BE RELIED UPON AS
BEING ACCURATE OR COMPLETE. THE CONTRACTOR IS RESPONSIBLE
FOR CALLING THE UTILITIES PROTECTION CENTER, INC. AT 811
(1-800-282-7411) AT LEAST 48 HOURS PRIOR TO EXCAVATING
ACTIVITIES TO HAVE ALL UTILITIES MARKED WITHIN AND ADJACENT
TO THE WORK AREA. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL UTILITIES THAT ARE IN CONFLICT
WITH PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
08/02/2024
SLM
SLM
A
TL
A S
#0
DATE
DESIGN QC:
DESIGNED BY:
CADD QC:
DRAWN BY:
SHEET
REVISIONS
DA
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DE
SC
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PT
IO
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P:\LEI PROJECTS\0064-9000 ATLAS PROJECTS\00018383.000 - 6250 FORREST AVE\04 DRAWINGS\41 CIVIL DRAWINGS\00018383.00_C.DWG
MT
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STORM DRAINAGE NOTES
1. ALL MANHOLE AND STRUCTURE TOP ELEVATIONS ARE TO MATCH PROPOSED GRADE OR WHERE GRADING
IS NOT PERFORMED, MATCH EXISTING ELEVATIONS
2. ALL MINIMUM & MAXIMUM COVER OVER PIPE SHALL CONFORM TO GDOT 1030D SHEET 1, 2 & 3 OF 3
FOR MINIMUM COVER & MAXIMUM COVER FOR CLASS OF CONCRETE OR MINIMUM THICKNESS OF STEEL &
ALUMINUM PIPE.
3. UTILITY CROSSINGS ARE SHOWN IN AN APPROXIMATE MANNER ONLY. DEPTHS ARE UNKNOWN UNLESS LOCATED BY QL-A (POTHOLING). CONTRACTOR TO VERIFY ACTUAL DEPTHS PRIOR TO BEGINNING STORM DRAINAGE PIPE INSTALLATION. IN CASE OF A CONFLICT OF THE UTILITY AND THE PROPOSED STORM DRAIN PIPE, THE CONTRACTOR SHALL ADJUST THE UTILITY ELEVATION AT CONTRACTOR'S COST.
AutoCAD SHX Text 2550 Heritage Ct SE Suite 250 Atlanta , GA 30339 Tel.: (770) 951-2495 oneatlas.com COA-LSF #1323, PEF #7665
File details come from the government source that posted it. Updated .