SW3220201_Plansheet - Other_20220425 (5)

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UTILITY NOTES
1. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODE
REQUIREMENTS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING
1 / I \ \� \ 1 1 / h UNDERGROUND UTILITIES (STORM DRAINAGE, ELECTRIC, GAS, TELEPHONE, ETC.) PRIOR TO
SITE �,2 1 G \� / 1 I'
\ 1 � \ � � / 1 CONSTRUCTION. INFORMATION SHOWN ON THIS PLAN IS FOR REFERENCE ONLY AND SHALL BE FIELD
` VERIFIED BY THE CONTRACTOR.
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3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IF ANY DISCREPANCIES
BETWEEN THE CONSTRUCTION PLANS AND ACTUAL FIELD CONDITIONS ARE FOUND.
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4. MINIMUM COVER FOR ALL SANITARY SEWER MAINS SHALL BE 3'-0". DUCTILE IRON PIPE SHALL BE
SUBSTITUTED WHEN MINIMUM COVER CAN NOT BE MAINTAINED.
5. THE STANDARD DEPTH OF COVER FOR WATER MAINS SHALL BE 3'-0" MIN. EXCEPT AT VALVE OR
HYDRANT LOCATIONS OR OTHER SPECIAL CONDITIONS.
6. THE CONNECTION TO EXISTING WATER MAINS SHALL BE PERFORMED ONLY AFTER ALL PRESSURE
TESTING AND CHLORINATION ARE SUCCESSFULLY COMPLETED AND THE LOCAL REVIEW AUTHORITY
HAS APPROVED THE CONNECTION. THE CONTRACTOR SHALL AVOID DISRUPTION OF EXISTING SERVICE.
VICI MAP
I \ \ \ 7. REFER TO PLUMBING DRAWING SERIES FOR THE LOCATION OF WATER AND SANITARY SEWER SERVICE
SCALE:_1�4,000 I I \ \ \ <" 1 / CONNECTIONS AT THE BUILDING.
8. UNLESS OTHERWISE NOTED, THE PHYSICAL CONNECTION BETWEEN THE SITE UTILITY LINES AND THE
PIPE INSTALLED BY THE PLUMBING CONTRACTOR SHALL BE MADE BY THE SITE UTILITY CONTRACTOR.
INVERTS AND SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL
QUANTITY OF PIPE REQUIRED.
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10. IF WATER LINE CROSSES OVER SANITARY SEWER WITH LESS THAN 18 INCHES VERTICAL CLEARANCE
BOTH PIPES SHALL BE DUCTILE IRON 10' EACH SIDE. IF WATER CROSSES UNDER THE SEWER
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\ � � \ \ \\ � I ( \� REGARDLESS OF CLEARANCE, BOTH PIPES SHALL BE DUCTILE IRON 10' EACH SIDE. IF WATER LINE
RUNS PARALLEL TO SEWER LINE WITH LESS THAN 18" VERTICAL CLEARANCE AND LESS THAN 10' SIDE
�/ \_i �` ✓`�—� \/ ', , -_ \ \ ' \ \ \ \ \ \ CLEARANCE BOTH PIPES SHALL BE DUCTILE IRON.
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11. IF REQUIRED BY NUMBER 10 ABOVE, REPLACE EXISTING SEWER WITH DUCTILE IRON PIPE, CLASS 350
WORKING PRESSURE WITH GASKETED JOINTS, 10' EACH SIDE OF WATER MAIN.
12. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT.
G \ I \ J 4 CONNECTION POINTS, OR OTHER WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY LINE
�-- \ \ \ \ \ 1 I BETWEEN ANY WATER METER AND ITS WSACC REQUIRED BACKFLOW PREVENTER.
13. THE CONTRACTOR SHALL NOTIFY THE LOCAL FIRE DEPARTMENT IF REQUIRED WORK COINCIDES WITH
\ THE SHUT OFF OFF ANY EXISTING, IN-SERVICE FIRE HYDRANTS OR OTHER FIRE PROTECTION DEVICES.
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SANITARY SEWER
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SHEET C401 SHEET C402
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NORTH
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SCALE: 1 "=60'
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704.333.0093
C DESIGN INC. www.cdesigninc.com
Cabarrus County
Frank Liske Park
4001 Stough Rd
Concord, NC 28027
Kyle Bilafer
704.920.3201
Alfred Benesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, NC 28208
www.benesch.com
704.521.9880
Project # 17000392
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copyright 2021, C DESIGN INC.
I�DPLAN NORTH
z PROJECT NUMBER
O DATE
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0604-0522
10.28.2021
z Overall Utility
Plan
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07
C400