U502_R2_AD2.pdf
PDF 569 KB Posted
- Solicitation number
- PE-55462-NONST-2025-000000010
- Issued by
- Wilcox County, Georgia
About this file
This is a construction drawing detail sheet (U502) for the Rossville Middle School Athletic Field and Concessions project in Walker County Schools, Georgia, showing utility installation specifications. The sheet contains four detailed technical drawings: exterior cleanout details, fire hydrant assembly details, sewer pipe bedding details, and a sewage lift station detail. Additionally, it includes a sewage pump schedule specifying two wastewater pumps with a system capacity of 22 GPM and total dynamic head of 27 feet.
The drawings provide precise construction specifications including measurements, materials, and installation requirements. Key components include cleanout configurations with #4 rebar requirements, fire hydrant assembly with concrete pad specifications, sewer pipe bedding details with compaction requirements, and a sewage lift station with specific elevation requirements from 778.50' at top of access down to 769.43' at bottom of pump tank. The basis-of-design product specified is a Weil Model 1418 pump with 3/4 HP motor, 1750 RPM, and 2-inch discharge size. The drawings are marked as being issued for construction and include two addenda dated January 10 and 15, 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
A A
B B
LIQUID LEVEL CONTROL
HANGER ROD
LIFTING CABLE
2" SCH. 40 PVC
DISCHARGE PIPE
INLET INVERT
ELEV. = 774.18'
GUIDE RAIL - 1" SCH. 40
GALV. STEEL PIPE
PREFABRICATED CONRETE
BASIN RE: CIVIL DRAWINGS
WEIL #1418, 2" SEWAGE PUMP
WEIL #2613 " QUICK-REMOVE"
FITTINGS
2613-2
HIGH WATER ALARM "ON"
ELEV. = 773.68'
STAND-BY PUMP "ON"
ELEV. = 771.93'
DUTY PUMP "ON"
(ALTERNATES)
ELEV.= 771.43'
ALL "OFF"
ELEV. = 770.93'
BASIN INTERIOR BOTTOM
ELEV. = 769.93'
UPPER GUIDE
RAIL BRACKET
PUMP REMOVAL
ACCESS DOOR
RE: SPECS
SECTION A-A
SECTION B-B
TOP OF PUMP TANK
EL: 775.43'
FINISHED GRADE
EL: 778.00'
TOP OF ACCESS
EL: 778.50'
BOTTOM OF PUMP TANK
EL: 769.43'
OUTLET INVERT ELEV. = 773.93'
PRECAST OR FIELD
FABIRCATED RISER
TO TOP OF ACCESS COVER.
PROVIDE 2" GATE VALVE AND
CHECK VALVE ASSEMBLY IN
RISE OF DISCHARGE PIPE
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
2 AD2 01-15-2025
NTSU502
3 SEWER PIPE BEDDING DETAIL
NTSU502
4 SEWAGE LIFT STATION DETAIL
File details come from the government source that posted it. Updated .