C107_R1_AD1.pdf
PDF 2 MB Posted
- Solicitation number
- PE-55462-NONST-2025-000000010
- Issued by
- Wilcox County, Georgia
About this file
This is a technical drawing (C107) showing septic system details for the Rossville Middle School Athletic Field and Concessions project in Walker County Schools, Georgia. The drawing, issued by Southern A&E, LLC on January 10, 2025, provides detailed specifications and construction requirements for the septic system components including a distribution box, 1,000-gallon pump tank, infiltrator chamber drain field, and exterior cleanout details.
The drawing contains precise measurements and elevations for the septic system installation, with the pump tank having inlet and outlet invert elevations of 774.43 and 774.18 respectively. The distribution box detail shows specific requirements for outlet elevations, gravel bedding, and concrete reinforcement using #3 rebar at 6-inch spacing. The document includes cross-sectional views and dimensional requirements for proper installation of all components, with notes indicating that covers must extend to the surface and be lockable. Reference is made to sheet U501 for additional pump information.
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Text version
DRAWING NUMBER
ISSUED FOR CONSTRUCTION
REVISIONS
COPYRIGHT 2024 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.
THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND
SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART
WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.
C
12-17-2024
BID PACKAGE BP-1
SA&E PROJECT NUMBER
ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")
A
12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
B
C
D
E
F
G
H
I
J
K
L
M
N
ROSSVILLE MIDDLE SCHOOL
NEW FIELD AND CONCESSIONS FOR:
WALKER COUNTY SCHOOLS
301 N CHEROKEE ST, LAFAYETTE, GA 30728
316 BULLDOG TRAIL, ROSSVILLE, GA 30741
746-0206
01-920-041
# Doc # Date
C107
SEPTIC DETAILS
DISTRIBUTION BOX DETAIL
NOT TO SCALE
SECTION B-B
SECTION A-A
4" CLOSED JOINT OUTLETS
TO FIELD LINES--ALL
OUTLETS TO BE AT SAME
ELEVATION. CLOSED JOINT
PIPE SHALL BE RUN FLAT
FOR 2'-0" FROM EDGE OF
DISTRIBUTION BOX. DRAIN LINES
SHALL BE INSTALLED AT LEAST
2 INCHES BELOW THE DISTRIBUTION
BOX OUTLET.
CONC. BASIN
#3 @ 6"
EACH WAY
6-12" 6"
4" GRAVEL BED
UNDER DISTRIBUTION
BOX TO PREVENT
SETTING OF BOX
4"AS REQUIRED
AS REQUIRED
6"
2"
6"
6"
4" 2"
1' -8
2' -6
WATER
CUSHION
#3 @ 6"
EACH WAY
4"
2' -0
2' -8
12" 4"
INLET FROM
TANK
5" MIN.
18" DIAMETER
MANHOLE FINISHED
GRADE
EXTERIOR CLEANOUT DETAIL
NOT TO SCALE
NOTE: REBAR NOT REQUIRED WHEN CLEANOUT INSTALLED IN PAVED AREAS
END OF SEWERS AND DRAINS IN RUNS
12"
SQ.
12"
MIN.
SEWER PIPE SIZE
AS INDICATED ON
DRAWINGS
4" SEWER PIPE
AS SPECIFIED 12"
SQ.
18"
6" 6"
18" 4" F.C.O.
FINISHED GRADE 4" F.C.O.
12"
MIN.
4" TWO - WAY
CLEANOUT FITTING
SWEEP ELBOW
PROVIDE 6" x 4" REDUCER
WHEN MAIN SIZE IS 6"
4" PIPE
4# REBAR (4 REQ'D.)
4"
FLOW
FLOW
FLOW FLOW
FLOW
#3 @ 6"
EACH WAY
NATIVE BACKFILL
TOPSOIL
(CHAMBER SECTION) (END CAP VIEW)
TRENCH ELEV.
PER DESIGN
4" pvc
INLET
INFILTRATOR CHAMBER DRAIN FIELD DETAIL
NOT TO SCALE
TRENCH BOTTOM
" M
IN
3'-0"
8'-0" O.C.
" M
AX
D
EP
TH
C
O
VE
R
INFILTRATOR QUICK 4 STANDARD
CHAMBER OR EQUAL
1,000 GAL. PUMP TANK DETAIL
NOT TO SCALE
Extend covers to surface. Covers/lids shall be lockable.
INV IN: 774.43 INV OUT: 774.18
SEE SHEET U501 FOR
PUMP INFORMATION
INV IN: 774.18 INV OUT: 773.93
1 AD1 01-10-2025
File details come from the government source that posted it. Updated .