NCC230476_Site Plan or Location Map_20230329

CUI//FEDCON - PROPRIETARY AND CONFIDENTIAL - DO NOT DUPLICATE OR REDISTRIBUTE WITHOUT THE EXPLICIT CONSENT OF ASUS
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GRAPHIC SCALE
200 0 100 200 400
( IN FEET )
1 inch = 200 ft.
NOTES
1. ASUS MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN INCLUDE ALL UNDERGROUND UTILITIES IN
THE AREA, EITHER IN SERVICE OR ABANDONED. ASUS
FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.
ASUS DOES CERTIFY THAT THEY ARE LOCATED AS
ACCURATELY AS POSSIBLE FROM AVAILABLE INFORMATION.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DEPTH
AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
2. THIS DRAWING IS BASED ON SURVEY INFORMATION AND
DESIGN DRAWINGS PROVIDED BY THE GOVERNMENT AND IS
NOT THE RESULT OF A FIELD SURVEY BY ASUS OR SHIPMAN
ENGINEERING, PLLC. NO ACTUAL FIELD VERIFICATION WAS
PERFORMED, EXCEPT IN THE AREAS INDICATED ON THE
DRAWINGS. EXISTING CONDITIONS SHOWN SHOULD BE
CONSIDERED APPROXIMATE IN NATURE AND FIELD
VERIFIED PRIOR TO CONSTRUCTION.
3. CONTRACTOR TO SCHEDULE SHUTDOWN OF EXISTING
WATER LINES AND SEWER LINES WITH ASUS PERSONNEL
PRIOR TO CONNECTION TO ALL EXISTING WATER LINES AND
SEWER LINES.
4. EXISTING UNDERGROUND WATER LINES AND FORCE MAINS
ARE ASSUMED TO BE 3-FEET BELOW GRADE TO TOP OF
PIPE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING
LOCATION AND DEPTH PRIOR TO EXCAVATION OR
CONNECTION.
5. EXISTING GRAVITY MAINS ARE ASSUMED TO BE AT THE
DEPTHS SHOWN ON THE PLANS. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING LOCATION AND DEPTH PRIOR
TO EXCAVATION OR CONNECTION.
6. EXISTING UNDERGROUND UTILITIES BY OTHERS ARE
ASSUMED TO BE 3-FEET BELOW GRADE TO TOP OF THE
UTILITY LINE. DIAMETER OF UTILITY LINE, UNLESS NOTED, IS
UNKNOWN. CONTRACTOR IS RESPONSIBLE FOR VERIFYING
LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO
STARTING CONSTRUCTION.
LOCATION OF SANITARY SEWERS IN RELATION TO
WATER AND STORM SEWERS:
A. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY
FROM ANY EXISTING OR PROPOSED WATER MAIN. THE
DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES
WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT
SEPARATION, THE APPROPRIATE REVIEWING AGENCY (DEH OR
DENR) MAY ALLOW DEVIATION ON A CASE BY CASE BASIS, IF
SUPPORTED BY DATA FROM THE DESIGN ENGINEER. SUCH
DEVIATION MAY ALLOW INSTALLATION OF THE SEWER CLOSER
TO A WATER MAIN, PROVIDED THAT THE WATER MAIN IS IN A
SEPERATE TRENCH OR ON AN UNDISTURBED EARTH SHELF
LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION
SO THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18
INCHES ABOVE THE TOP OF THE SEWER.
B. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND
VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANYTIME THE
SEWER IS OVER THE WATER MAIN, BOTH WATER MAIN AND
SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING
WITH PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE
PRESSURE TESTED TO 200 PSI TO ASSURE WATERTIGHTNESS
BEFORE BACKFILLING.
C. A 24 INCH VERTICAL SEPARATION SHALL BE PROVIDED
BETWEEN STORM SEWER AND SANITARY SEWER LINES OR
FERROUS PIPE SPECIFIED.
CROSSINGS:
A. SEWERS CROSSING WATER MAINS SHALL BE LAID TO
PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES
BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE
OF THE SEWER. THE CROSSING SHALL BE ARRANGED SO THAT
THE SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS
POSSIBLE FROM THE WATER MAIN JOINTS.
B. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER
HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED
ABOVE, ONE OF THE FOLLOWING METHODS MUST BE SPECIFIED
I. THE SEWER SHALL BE DESIGNED AND
CONSTRUCTED OF FERROUS PIPE AND SHALL BE PRESSURE
TESTED AT 200 PSI TO ASSURE WATERTIGHTNESS PRIOR TO
BACKFILLING, OR
II. EITHER THE WATER MAIN OR THE SEWER LINE
MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH
EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING,
MEASURED PERPENDICULAR TO THE WATER MAIN. THE
CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE
REEGULATORY AGENCY OF USE IN WATER MAIN
CONSTRUCTION.
WARNING:
CONTRACTOR SHALL NOTE THAT ALL OF THE EXISTING
UTILITIES MIGHT NOT BE SHOWN HEREON AND THAT ANY
EXISTING UTILITIES THAT ARE SHOWN ARE IN APPROXIMATE
LOCATION HORIZONTALLY AND VERTICALLY. IT SHALL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT ALL
800 NECESSARY FIELD INVESTIGATIONS PRIOR TO ANY EXCAVATION
TO DETERMINE THE ACTUAL LOCATION HORIZONTALLY AS WELL
AS VERTICALLY OF ALL UTILITIES.
CALL BEFORE YOU DIG
(SEE SHT. N-01)
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SHIPMAN
ENGINEERING
NCBELS LICENSE P-1963
137 MIDDLEGREEN PL.
HOLLY SPRINGS, NC 27540
[phone]
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Project No.:
ON-0009-20
GWO No.:
252000587
Date:
NOVEMBER 11, 2020
Drawn:
WZS
Designed:
WZS
Reviewed:
WZS
Approved:
----
Scale:
AS NOTED
Sheet:
C 00