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UTILITY LEGEND KEY NOTES
GENERAL NOTES -UTILITY
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF EDENTON, CHOWAN COUNTY AND
NCDOT STANDARDS, SPECIFICATIONS AND DETAILS.
2. INSTALL WATERLANS WITH A COVER OF NO LESS THAN 3-FT.
3. INSTALL SEWER MAINS WITH A COVER OF NO LESS THAN 3-FT TO FINISH GRADE IN NON -TRAFFIC AREAS,
4-FT TO FINISH GRADE IN TRAFFIC AREAS..
4. INSTALL ALL UTILITIES TO PROVIDE REQUIRED CLEARANCES AS INDICATED IN THE SPECIFICATIONS.
5, WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL CLEARANCE OF 10-FT.
6. SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM VERTICAL CLEARANCE OF 24-IN TO STORM
DRAINAGE PIPES.
7. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH 07HER PRIME CONTRACTORS, UTILITY
COMPANIES AND OTHER TRADES INCLUDING BUT NOT LIMITED TO: NATURAL GAS, ELECTRICITY,
TELEPHONE AND CAN.
8. VERIFY EXIS71NG CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY
ARCHITECT IF ANY DISCREPANCIES ARE DISCOVERED.
9. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT
NO EXPENSE TO THE OWNER.
10. ALL CONS7RUC770N SHALL COMPLY WITH ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS.
11. THE CONTRACTOR SHALL PROVIDE AN AS -BUILT SURVEY OF ALL UTILITY AND STORM DRAINAGE
IMPROVEMENTS FOLLOWING CONSTRUCTION.
12. CONTRACTOR SHALL PHASE DEMOLJ770N AND NEW CONSTRUCTION TO ENSURE UNINTERRUPTED ACCESS
AND U77LIY SERVICE TO ADJACENT FACILITIES. COORDINATE SHORT-TERM, OFF -HOUR, TEMPORARY
SHUT- DOWNS WITH THE OWNER.
13. SEE GENERAL N07ES ON EXIS77NG CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR REMOVAL
AND PATCHING OF PAVEMENT FOR U77LITY INSTALLATION.
14. ALL ROOF DRAINS SHALL BE 6e PVC (SCH 40) ® 1.047 MIN. SLOPE UNLESS INDICATED OTHERWISE. USE
DUC77LE IRON WHEN COVER IS LESS THAN 24-IN.
15. ALL SANITARY SEWER SERVICES SHALL BE 4e PVC (SCH 40) 01.049 MIN. SLOPE UNLESS INDICATED
07HERWISE. USE DUC77LE IRON WHEN COVER IS LESS THAN 24-IN.
16. ALL CONDENSATE LINES SHALL BE CONNECTED TO STORM DRAINAGE SYSTEM.
17. NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPER77ES UNTIL THE OWNER
N077F7ES CON 7RACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS, EASEMENTS,
AGREEMENTS, OR RIGHTS -OF -WAY.
la. CONTRACTOR SHALL REPAIR ALL PAVEMENT DISTURBED FOR U77LITY INSTALLATION. SEE DETAIL SHEET
C-903.
2
EXISTING
CHILLED WATER ------ CW ------
ELECTRICAL (OVERHEAD) - - - - - - E - - - - - -
ELECTRICAL (UNDERGROUND) - - - - - - U E - - - - - -
FOUNDATION DRAIN ------ FD----
GAS ------ G ------
SANITARY SEWER ------ SS ------
TELEPHONE (OVERHEAD) - - - - - - T - - - - - -
TELEPHONE (UNDERGROUND) ------UT ------
WA TER ------ W ------
ROOF DRAIN ------ RD------
FIRE PROTECTION ------ FP ------
STORM DRAIN —
TREE PROTECTION FENCING, SEE EROSION CONTROL PLANS
LIGHT POLE LP
UTILITY POLE PP
MANHOLE O MH
CLEAN OUT CO
DROP INLET,CATCH BASIN DI, CB
FIRE HYDRANT FH
twv
WATER VALVE
POST INDICATOR VALVE (PIV)
FIRE DEPARTMENT CONNECTION (FDC)
THRUST BLOCKING
SANITARY SEWER STRUCTURE IDENTIFICATION
PROPOSED
CW
E
UE
FD
G
SS
T
UT
W
RD
FP
r,
OFIRE HYDRANT ASSEMBLY, SEE DETAIL
OTHRUST BLOCKING, TYP, SEE DETAIL SH
OSANITARY SEWER MANHOLE, SEE DETAIL
AND PROFILES FOR ADDITIONAL INFORM
OD EXTEND UTILITY TO WITHIN 5"-0e OF E
PLUMBING PLANS. REFER TO PLUMBIb
EO EXTEND WATER MAIN TO 12-IN ABOVE
CONNECTION, SEE DETAIL SHEET C-9(
PLANS FOR EXACT LOCATION.
OSANITARY SEWER CLEANOUT, SEE DE]
O6-IN ZURN-MLKINS MODEL 375DA R
HEATED ENCLOSURE, SEE DETAIL SF
INFORMA TION.
OH 4e DOMESTIC WATER METER, SEE DE
OGATE VALVE AND VALVE BOX, SEE i
KO POST INDICATOR VALVE W/ TAMPEF
OL 4—IN ZURN—WILKINS MODEL 375 RE
HEATED ENCLOSURE, SEE DETAIL
INFORMA TION.
OM FIRE DEPARTMENT CONNECTION, SE
OTAPPING SLEEVE, VALVE AND BLOC
OIN —LINE DRAIN, SEE DETAIL C-901
O2,500 GALLON GREASE INTERCEPT
OQ 1e DOMESTIC WATER METER, SEE L
OR 1e ZURN—WILKINS MODEL 975XL2
HEATED ENCLOSURE, SEE DETAIL
INFORMATION,
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