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SYSTEM PROTECTION DIVISION
HARNETT COUNTY, NORTH CAROLINA
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REDUCED
--
PRESSURE
1/4 TURN FULL PORT-- PRINCIPLE ASSEMBLY
BRONZE BALL SHUT—OFF CHECK VALVE #2
VALVE #1
SEE NOTE #2 CHECK VALVE #1
F STRAINER
OPTIONA17
REMOVABLE
INSIA A1ED ENCLOSURE
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UNION COUPLING- TEST COCK 11-
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UTILITY NOTES
SANITARY SEWER:
MINIMUM GROUND COVER OF 3'-0' TO BE PROVIDED FOR ALL SANITARY SEWER
COLLECTION LINES 4" AND LARGER IN NONTRAFFIC AREAS. IF MINIMUM
COVER IS NOT PROVIDED, SPECIFY APPROVED FERROUS PIPE.
MINIMUM COVER OF 4'-0" IN TRAFFIC AREAS TO BE PROVIDED FOR ALL
COLLECTION LINES 4" AND LARGER. IF LESS THAN 4'-0", DUCTILE IRON PIPE
SHALL BE REQUIRED IN CLASS 1 BEDDING (MINIMUM COVER SHALL BE NO LESS
THAN 3'-0").
MINIMUM SLOPE FOR 4 SANITARY SEWER COLLECTION LINES SHALL BE NO LESS
THAN 1.07 WITH CLEANOUTS EVERY 100 LINEAL FEET.
MAINTAIN 12" VERTICAL SEPARATION FROM STORM SEWER OR SPECIFY FERROUS
PIPE FOR SANITARY SEWER. ALSO MAINTAIN 10 FEET HORIZONTAL SEPARATION
OR 18" VERTICAL SEPARATION FROM WATER MAINS OR SPECIFY APPROVED FERROUS
PIPE FOR SANITARY SEWER AND WATER.
1�V.1`il":i
WATER SERVICE TO BE INSTALLED AT A DEPTH WITH A MINIMUM COVER OF 36", WITH
18" VERTICAL CLEARANCE MINIMUM FROM OTHER UNDERGROUND UTILITIES AND
10 FEET HORIZONTAL CLEARANCE FROM ALL OTHER UTILITIES.
ALL WATER MAINS AND SERVICES SHALL CROSS ABOVE SANITARY SEWER MAINS AND
SERVICES.
PRESSURE REDUCING VALVES SHALL BE PROVIDED IF PRESSURE IS IN EXCESS OF
80 PSI.
GENERAL:
ALL CONSTRUCTION TO BE OF THE LOCAL AUTHORITY STANDARDS.
ALL UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED. ACTUAL LOCATION AND
DEPTH TO BE CONFIRMED IN FIELD PRIOR TO CONSTRUCTION.
STORM SEWER (RCP) SHALL BE CONSTRUCTED TO THE FOLLOWING CLASSES:
COVER LESS THAN 10 FEET CLASS C OR D BEDDING, CLASS III WALLS
COVER 10 FEET TO 15 FEET — CLASS B BEDDING, CLASS :III WALLS
COVER GREATER THAN 15 FEET — CLASS B BEDDING, CLASS IV WALLS
BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY CITY OR NCDOT
STREET OR HIGHWAY RIGHT—OF—WAY, THE FOLLOWING PROCEDURES SHOULD BE
UNDERTAKEN: CONTACT PROJECT ENGINEERS AND OBTAIN ALL PERMITS AND
ENCROACHMENTS (CROSS—CHECK PLANS WITH SPECIAL PROVISIONS, KEEP COPIES
ON CONSTRUCTION SITE, ALSO CONTACT NCDOT DISTRICT OFFICE 24 IN ADVANCE
BEFORE PLACING CURB AND GUTTER.
TOTAL DISTURBED AREA = 0.98 ACRE
0 Ftic
1/4 TURN FULL PORT
BRONZE BALL SHUT-OFF
VALVE
VEEV
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N
SEE NOTE#2
PO BOX 2077
APEX, NC 27502
TELEPHONE: 919 363-1422
FLOW—
CAROL
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UTILITY NOTES
SANITARY SEWER:
MINIMUM GROUND COVER OF 3'-0' TO BE PROVIDED FOR ALL SANITARY SEWER
COLLECTION LINES 4" AND LARGER IN NONTRAFFIC AREAS. IF MINIMUM
COVER IS NOT PROVIDED, SPECIFY APPROVED FERROUS PIPE.
MINIMUM COVER OF 4'-0" IN TRAFFIC AREAS TO BE PROVIDED FOR ALL
COLLECTION LINES 4" AND LARGER. IF LESS THAN 4'-0", DUCTILE IRON PIPE
SHALL BE REQUIRED IN CLASS 1 BEDDING (MINIMUM COVER SHALL BE NO LESS
THAN 3'-0").
MINIMUM SLOPE FOR 4 SANITARY SEWER COLLECTION LINES SHALL BE NO LESS
THAN 1.07 WITH CLEANOUTS EVERY 100 LINEAL FEET.
MAINTAIN 12" VERTICAL SEPARATION FROM STORM SEWER OR SPECIFY FERROUS
PIPE FOR SANITARY SEWER. ALSO MAINTAIN 10 FEET HORIZONTAL SEPARATION
OR 18" VERTICAL SEPARATION FROM WATER MAINS OR SPECIFY APPROVED FERROUS
PIPE FOR SANITARY SEWER AND WATER.
1�V.1`il":i
WATER SERVICE TO BE INSTALLED AT A DEPTH WITH A MINIMUM COVER OF 36", WITH
18" VERTICAL CLEARANCE MINIMUM FROM OTHER UNDERGROUND UTILITIES AND
10 FEET HORIZONTAL CLEARANCE FROM ALL OTHER UTILITIES.
ALL WATER MAINS AND SERVICES SHALL CROSS ABOVE SANITARY SEWER MAINS AND
SERVICES.
PRESSURE REDUCING VALVES SHALL BE PROVIDED IF PRESSURE IS IN EXCESS OF
80 PSI.
GENERAL:
ALL CONSTRUCTION TO BE OF THE LOCAL AUTHORITY STANDARDS.
ALL UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED. ACTUAL LOCATION AND
DEPTH TO BE CONFIRMED IN FIELD PRIOR TO CONSTRUCTION.
STORM SEWER (RCP) SHALL BE CONSTRUCTED TO THE FOLLOWING CLASSES:
COVER LESS THAN 10 FEET CLASS C OR D BEDDING, CLASS III WALLS
COVER 10 FEET TO 15 FEET — CLASS B BEDDING, CLASS :III WALLS
COVER GREATER THAN 15 FEET — CLASS B BEDDING, CLASS IV WALLS
BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY CITY OR NCDOT
STREET OR HIGHWAY RIGHT—OF—WAY, THE FOLLOWING PROCEDURES SHOULD BE
UNDERTAKEN: CONTACT PROJECT ENGINEERS AND OBTAIN ALL PERMITS AND
ENCROACHMENTS (CROSS—CHECK PLANS WITH SPECIAL PROVISIONS, KEEP COPIES
ON CONSTRUCTION SITE, ALSO CONTACT NCDOT DISTRICT OFFICE 24 IN ADVANCE
BEFORE PLACING CURB AND GUTTER.
TOTAL DISTURBED AREA = 0.98 ACRE
0 Ftic
AL
ARCADIA
PO BOX 2077
APEX, NC 27502
TELEPHONE: 919 363-1422
FACSIMILE: 919 363-1477
CAROL
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24454
F'I'G I NEED ySQ
TON D.
PRELIMINAR
NOT RELEASED FOR
CONSTRUCTION
FOR REVIEW ONLY
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DATE 1 06.29-15
REVISIONS
SHEET TITLE
WATER AND
STORMWATER
PLAN
SHEET NUMBER
C-1
OF