2.8 Sanitary Sewer Cleanout_202501060949384694.pdf
PDF 320 KB Posted
- Attached to
- Sanitary Capacity
- Solicitation number
- W9124926RA015
About this file
This is a technical specification detail drawing for a sanitary sewer cleanout installation issued by the Augusta Utilities Department. The document provides construction standards for a single service main connection that includes a 6-inch PVC cleanout with a twist-off plug, a precast concrete valve ring with 5/8-inch rebar reinforcement, and connection to the sewer main via 6-inch T-WYE fittings. The cleanout is positioned at the right-of-way with a minimum slope of 1/8 inch per foot toward the sewer main and must include a 12-gauge copper tracer wire attached to the pipe for utility locating purposes, with the tracer wire remaining accessible at grade level.
Key construction requirements specify that no bends are permitted between the sewer cleanout and sewer tap, pipe materials for the cleanout and mainline must be identical, and a street-rated sewer cleanout cap is required when located in pavement. The builder's plumber may optionally cut into the standpipe to install a 6-inch WYE to minimize connection depth, with the builder assuming all responsibility for any resulting damage to the sewer service or tap, which must be repaired according to Richmond County Specifications. The detail was revised in November 2024 and approved January 2025 by the Augusta Utilities Department, located at 452 Walker Street, Suite 200, Augusta, Georgia 30901. No revisions or modifications may be made without prior written approval from the Augusta Utilities Department.
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Other files
| File | Type | Posted |
|---|---|---|
| VRLB Grading and Drainage Plan.pdf | ||
| CONSOLIDATED QAs Sanitary Capacity.xlsx | XLSX spreadsheet | |
| Solicitation Amendment W9124926RA0150002 SF 30.pdf | ||
| Solicitation Amendment W9124926RA0150001 SF 30.pdf | ||
| VRL Utility Plan A.pdf | ||
| VRLB Drain Pipes sheet M-1.pdf | ||
| Statement of Work RLB21403 Latrine.docx | DOCX document | |
| Solicitation - W9124926RA015.pdf |
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Text version
ASPHALT
CURB
6"PVC 4"
FROM
BLDG.
6" P
V C
R
IG
H T-
O F-
W A
Y
12"
BY UTILITY
CONTRACTOR
BY PLUMBING
CONTRACTOR
6" PVC
SEWER
MAIN
SANITARY SEWER CLEANOUT
AUD DETAIL 2.8
TO SEWER MAIN
MIN SLOPE 1/8" PER
FT OR 1%
PRECAST CONCRETE
VALVE RING WITH 5/8"
REBAR ALONG SIDE
6" CLEANOUT WITH PVC
TWIST-OFF PLUG
PLUG HERE FOR END OF LINE
UNTIL PLUMBER MAKES
CONNECTION
12 GAUGE COPPER TRACER WIRE ATTACHED
TO PIPE
6" T-WYE
6" T-WYE
ATTACH TRACER WIRE
NO REVISION OR MODIFICATION OF THIS DETAIL SHALL BE MADE WITHOUT
PRIOR WRITTEN APPROVAL FROM AUGUSTA UTILITIES DEPARTMENT.
NOTE:
1. STREET RATED SEWER CLEANOUT CAP REQUIRED WHEN LOCATED IN
PAVEMENT.
2. THERE WILL BE NO BENDS BETWEEN THE SEWER CLEAN-OUT AND THE
SEWER TAP.
3. SEE DETAIL 2.2
4. THE BUILDER'S PLUMBER HAS THE OPTION TO CUT INTO THE STAND PIPE AND
INSTALL A 6" WYE AS SHOWN TO MINIMIZE THE DEPTH OF CONNECTION. ANY
DAMAGE TO THE SEWER SERVICE OR TAP SHALL BE THE BUILDER'S
RESPONSIBILITY TO REPAIR. ALL REPAIRS OR REPLACEMENT SHALL BE IN
ACCORDANCE WITH RICHMOND COUNTY SPECIFICATIONS.
5. PIPE MATERIALS FOR CLEANOUT AND MAINLINE MUST BE THE SAME.
6. CUT & CAP OF EXISTING SERVICE CAP CUSTOMER SIDE AND SET CLEAN-OUT
AT RIGHT-OF-WAY.
7. THIS IS A SINGLE SERVICE MAIN.
AUGUSTA UTILITIES DEPARTMENT
452 WALKER STREET, SUITE 200
AUGUSTA, GA 30901
CONTRACTOR TO ENSURE TRACER
WIRE IS ACCESSIBLE AT GRADE FOR
UTILITY LOCATING PURPOSES.
REVISED: NOV. 2024
APPROVED JAN. 2025
STONE BEDDING
SEE NOTE #3
6" PVC
4"PVC
OPTIONAL PRIVATE
SEWER SERVICE
LINE CONNECTION;
MINIMUM DEPTH
PER PLUMBING
CODE. SEE NOTE #4
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