U502_R1_AD1.pdf
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- Solicitation number
- PE-55462-NONST-2025-000000010
- Issued by
- Wilcox County, Georgia
About this file
This technical drawing sheet (U502) contains utility details for the Rossville Middle School New Field and Concessions project for Walker County Schools in Rossville, GA. The sheet includes three detailed diagrams: exterior cleanout details, fire hydrant assembly details, and sewer pipe bedding details. It also contains a sewage pump schedule specifying requirements for wastewater pumps, including system capacity of 22 GPM, total dynamic head of 27 feet, and basis-of-design using Weil model 1418.
The drawings provide specific construction requirements including pipe sizes, materials, installation depths, and assembly specifications. Key technical specifications include: minimum trench widths of 26 inches, maximum of 30 inches for sewer installations; compacted backfill requirements placed in 6-inch lifts compacted to 85% modified proctor; and specific requirements for cleanout installations including #4 rebar reinforcement (except in paved areas). The fire hydrant assembly detail specifies concrete pad dimensions of 3-1/2" x 2'-0" square and requires #57 stone placement around weep holes. The drawings are part of Bid Package BP-1 dated 12-17-2024 with revision AD1 dated 01-10-2025.
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Text version
18" SQ.
12" SQ.
M
IN
END OF SEWERS
AND DRAINS
#4 REBAR
(4 REQ'D.)
4" PIPE
EXTERIOR CLEANOUT
- RE: DRAWINGS AND
SPEC'S. FOR TYPE
FINISHED GRADE
PROVIDE 6" x 4"
REDUCER WHEN
MAIN SIZE IS 6"
LONG SWEEP ELBOW
SEWER PIPE AS
SPECIFIED - RE:
DWGS. FOR SIZE
9" (TYP.)
18" x 12"
M
IN
TWO-WAY
CLEANOUT
IN RUNS
#4 REBAR
(4 REQ'D.)
4" PIPE
EXTERIOR CLEANOUT
- RE: DRAWINGS AND
SPEC'S. FOR TYPE
FINISHED GRADE
6" x 4" x 4" DOUBLE
TWO-WAY CLEANOUT
FITTING
6" SEWER PIPE
AS SPECIFIED
18" SQ.
12" SQ.
M
IN
ONE-WAY
CLEANOUT
IN RUNS
#4 REBAR
(4 REQ'D.)
4" PIPE
EXTERIOR CLEANOUT
- RE: DRAWINGS AND
SPEC'S. FOR TYPE
FINISHED GRADE
WYE BEND FITTING
SEWER PIPE AS
SPECIFIED - RE:
DWGS. FOR SIZE
EIGHTH BEND FITTING
18" SQ.
12" SQ.
M
IN
TWO-WAY
CLEANOUT
IN RUNS
#4 REBAR
(4 REQ'D.)
4" PIPE
EXTERIOR CLEANOUT
- RE: DRAWINGS AND
SPEC'S. FOR TYPE
FINISHED GRADE
4" TWO-WAY
CLEANOUT FITTING
4" SEWER PIPE
AS SPECIFIED
NOTES:
1. REBAR NOT REQUIRED WHEN CLEANOUT INSTALLED IN PAVED AREAS.
2. ALL EXTERIOR CLEANOUTS SHALL BE ONE-WAY EXCEPT WHERE SPECIFICALLY
INDICATED ON THE DRAWINGS AS TWO-WAY.
FIRE HYDRANT SHALL
BE SET PLUMB - TYPE
AND SIZE PER LOCAL
AUTHORITY - RE: SPEC'S.
4-1/2" HOSE OUTLET
SHALL FACE THE
FIRE TRUCK ACCESS
PATHWAY
BACKFILL MATERIAL SHALL
BE PLACED IN 12" LAYERS
AND COMPACTED USING A
MECHANICAL TAMP
3' TYPICAL
W A
T E
R M
A
IN
C /L
CONCRETE PAD
3-1/2" X 2'-0"
SQUARE
BURY LINE
SCREW TYPE VALVE
BOX ASSEMBLY
VALVE BOX SHALL NOT
COME IN CONTACT WITH
VALVE
#57 STONE SHALL BE PLACED 6"
ABOVE WEEP HOLES, 18" BELOW
WEEP HOLES, 18" LATERALLY ON
EACH SIDE
M
IN
THRUST BLOCK
FINISHED GRADE
6" ANCHOR
COUPLING6" GATE VALVE
MINIMUM 8" x 6" M.J. TEE
PUMP TYPE
NUMBER OF PUMPS
BASIS-OF-DESIGN
PRODUCT
(SEE NOTE #1)
SEWAGE PUMP SCHEDULE
NOTES:
1. PROVIDE PRODUCT INDICATED OR A COMPARABLE PRODUCT BY ONE
OF THE MANUFACTURERS LISTED IN THE SPECIFICATIONS FOR THIS
PRODUCT.
2. REFER TO THE ELECTRICAL DIVISION OF WORK FOR ELECTRICAL
CHARACTERISTICS.
WASTEWATER
TOTAL DYNAMIC HEAD (FEET)
MANUFACTURER
MODEL NUMBER
SYSTEM CAPACITY (GPM) 22
LP-1DRAWING DESIGNATION
WEIL
SPEED (RPM)
HORSEPOWER
SOLIDS HANDLING CAPABILITY
DISCHARGE SIZE
3/4
3/4"
2"
EACH
PUMP
STONE PER D.O.T. STANDARDS
OR OTHER CLASS II MATERIAL
APPROVED BY THE ENGINEER
COMPACTED BACKFILL PLACED IN 6" LIFTS
AND COMPACTED TO 85% MODIFIED PROCTOR.
IF COVER IS LESS THAN 1'-6" (2'-0" IF LOCATED
UNDER DRIVES) OR GREATER THAN 13'-0",
UPGRADE TO D.I.P. - MIN. COVER FOR CAST IRON
OR D.I.P. = 12" (EXCEPT UNDER DRIVES - MIN.
COVER FOR CAST IRON OR D.I.P. UNDER DRIVES
= 2'-0") - RE: SPEC'S.
TRACER WIRE AT NON-METALLIC
PIPE LOCATIONS - RE: SPEC'S.
REFER TO THE DRAWINGS AND
SPECIFICATIONS FOR PIPE SIZES
AND TYPES OF MATERIALS
UNDERGROUND TYPE
PLASTIC LINE MARKER
TAPE - LOCATE APPROX.
12" ABOVE TOP OF PIPE
- RE: SPEC'S.
MAX. TRENCH WIDTH 30"
MIN. TRENCH WIDTH 26"
P R
O V
ID
E
S T
O N
E F
R O
M
B
E L O
W P
IP
E
T O
T O
P O
F P
IP
E
DRAWING NUMBER
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.
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
ISSUED FOR CONSTRUCTION
STATE BOARD OF REGISTRATION
FOR PROFESSIONAL ENGINEERS AND
LAND SURVEYORS
SOUTHERN A & E, LLC
ENGINEER FIRM
LICENSE NO: PEF003374
EXP. DATE - 06/30/2026
U502
SITE UTILITY DETAILS
NTSU502
1 EXTERIOR CLEANOUT DETAIL
NTSU502
2 FIRE HYDRANT ASEMBLY DETAIL
# Doc # Date
1 AD1 01-10-2025
NTSU502
3 SEWER PIPE BEDDING DETAIL
File details come from the government source that posted it. Updated .