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HomeMy WebLinkAboutfd pg7y 1I1 ' CATCH BASIN I TOP 444.95 { NV. N 440.39 I Nv. our 440.17 _ f•� IPS i I I �ssl 439.32 VENTURE PROPERTIES N. LLC g D.B. 2890, PG. 877 < I INV. OUT 435.93 TRACT 3 P.B. 2010. PC. 674 -676 PIN Na 9585-78-3233 ZONING: COMM N (I I \ LAND VACANT --- A " � m CONNEC LINE TO 1 WATER TAPPING 4J3. 44.�11�� 13 VALVE. 1 1 I 1 I I433.66 I i 1 1 I I 1 CARLETTA R CAGEL 1 D.B. 1034. PG. 979 , LOT A PLAT CABWET F, SURE 240 -C I PIN NO. 9595 -68 -8190 ZONING: RA -20R LAND USE: VACANT CONNECT 4" SS SERVICE TO EXISTING SEWER MAIN CONNECT 1" WATER SERVICE TO EXISTING WATER MAIN WITH A SERVICE SADDLE TAP TEE 1" WATER SERVICE AND CONNECT 3/4" IRRIGATION SERVICE Date 3 INV. OUT 435.24 BENCHMARK IPS EOP _�� MOP 443.46 1 COTTON SPIKE SET INV. IN 436.96 IN ASPHALT _�� - - -- INV. OUT 436.81 ELEV.= 437.47 NAWI 88 -�_�- --- -_ -- �� - - -SS Designer WtkR Scale t' = 20' Drawn By Date GAS AiP 1/30/13 Checked By lob No. DM 02120304 i I I I I I FAMILY DOLLAR STORE - #705283 Harnett ALLIED INVESTORS. WC. D.B. 1145, Pr, 347 A PART OF TRACT 1 PAL 20106 PG. 674 -676 A PART OF PIN NO. 9585 -98 -1436 ZONINQ RA -20R & COMM LAND USE' VACANT North Carolina ACC SE S EASEMENT 66 PRIVATE 6 74_676 P.B. 2010- PG i I I i 1 I I I I I 11 1 1 I I II I 1 1 I i I I I I i I i 1 I 1 1 I I I 1 1 I I 1 I I I i I I 1 I I 1 I I I I 1 GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY & SPECIFICATIONS. 2. THE EXISTING UTILITIES SHOWN ON THE PLANS IS BASED ON THE BEST AVAILABLE INFORMATION, BUT CAN BE CONSIDERED ONLY AS APPROXIMATE_ CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS INFORMATION AND UTILITY LOCATIONS PRIOR TO COMMENCEMI_NT OF WORK ON SITE. ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION SHALL BE REPORTED TO THE PROJECT ENGINEER FOR REVIEW PRIOR TO BEGINNING CONSTRUCTION. 3, CONTRACTOR SHALL CONTACT NC ONE -CALL AT 811 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION ACTIVITIES. 4. FIRE HYDRANTS SHALL BE PAINTED RED WITH HIGH REFLECTIVE SILVER CAPS AND BONNETS. 5. THE CONTRACTOR SHALL NOTIFY THE HARNETT ENGINEERING DEPARTMENT TO SCHEDULE CONSTRUCTION INSPECTIONS, 6. SANITARY SEWER AND WATER PIPE TRENCH EXCAVATION AND BACKFILLING SHALL BE PERFORMED IN ACCORDANCE WITH HARNETT COUNTY STANDARD SPECIFICATIONS. 7. WATER AND SEWER SERVICE TIE -IN POINTS AND ELEVATIONS SHALL BE COORDINATED WITH THE PLUMBING PLANS. UTILITY NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARD SPECIFICATIONS & DETAILS AND WITH ALL APPLICABLE BUILDING AND PLUMBING CODES INCLUDING BACKFLOW PROVISIONS. 2. WHERE STATIC WATER PRESSURE EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE MUST BE INSTALLED AS REQUIRED BY THE NORTH CAROLINA STATE BUILDING CODE. THE PRESSURE REDUCING VALVE WILL BE INSTALLED ON THE BUILDING SERVICE LINE AFTER THE METER. 3. WATER SERVICE PIPE FOR 'Y.." TO 2 -INCH CONNECTIONS SHALL BE TYPE "K" SOFT COPPER WITH NO JOINTS OR COUPLINGS IN THE RIGHT -OF -WAY. THE FITTINGS SHALL BE FLARED COPPER TYPE BRASS FITTINGS OR COMPRESSION TYPE FITTINGS. 4. ALL METER BOXES SHALL BE CONSTRUCTED OF CAST IRON, PRECAST CONCRETE, CONCRETE BLOCK, OR CAST IN PLACE CONCRETE. SEE DETAIL DRAWINGS. 5. CAST IRON, DIP OR PVC MAY BE USED FOR 4 -INCH AND 6 -INCH SANITARY SEWER SERVICE CONNECTIONS. THE MINIMUM SLOPE FOR 4 -INCH AND FOR 6 -INCH IS 1/8" PER FOOT (1 %). THE ENDS OF THE LATERALS WILL BE PLUGGED WATER /AIR TIGHT. CLEANOUTS SHALL BE PROVIDED AS SHOWN ON THE PLANS, BUT SHALL NOT BE SPACED GREATER THAN 75 FEET FOR 4 -INCH LINES AND 100 FEET FOR 6 -INCH LINES. A CLEANOUT SHALL BE LOCATED AT THE EASEMENT OR RIGHT -OF -WAY LINE AND MUST BE CONSTRUCTED OF CAST IRON, DUCTILE IRON OR, IF CONSTRUCTED OF PVC, MUST BE EQUIPPED WITH A BRONZE CLEAN -OUT PLUG TO FACILITATE LOCATION IF BURIED. 6. THE CONTRACTOR SHALL NOTIFY HARNETT COUNTY ENGINEERING DEPARTMENT TO SCHEDULE CONSTRUCTION INSPECTIONS. HORIZONTAL RELATION OF WATER MAINS TO SEWERS WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. VERTICAL RELATION OF WATER MAINS TO SEWERS WHENEVER A WATER MAIN CROSSES OVER A SEWER, THE WATER MAIN SHALL BE LAID WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE SEWER, UNLESS BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE CROSSING. WHENEVER A WATER MAIN CROSSES UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE CROSSING AND MAINTAIN A MINIMUM OF 18 INCH VERTICAL SEPARATION. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING. VERTICAL RELATION OF SANITARY SEWER MAINS & WATER MAINS TO STORM SEWER WHENEVER A SANITARY SEWER OR WATER MAIN IS CROSSING OVER OR UNDER A STORM SEWER, A VERTICAL SEPARATION OF 24 INCHES SHALL BE MAINTAINED, UNLESS BOTH LINES ARE OF DUCTILE IRON OR ENCASED IN CONCRETE. NOTE TO CONTRACTOR 1. CONTRACTOR TO COORDINATE ALL UTILITY CONNECTIONS WITH THE APPROPRIATE AGENCY, PROVIDER OR OTHER PERTINENT ENTITY. 2. ALL SANITARY SEWER CLEANOUTS IN PAVEMENT SHALL BE TRAFFIC RATED (H -20). 3. THE CONTRACTOR SHALL SUPPLY THE FOOTING, FOUNDATION, CONDUITS AND CONDUCTORS FOR THE SIGN. SEE THE APPROVED SIGN PLANS FOR SPECIFICS. 4. THE CONTRACTOR SHALL SUPPLY CONDUITS AND CONDUCTORS FROM THE TRANSFORMER TO THE PANELS OR CT CAN AS REQUIRED BY F.D.S. NOTES KEYED TO PLAN Q 1" TYPE "K" SOFT COPPER WATER SERVICE Q 1" WATTS 909M3QT RPZ BACKFLOW PREVENTER LOCATED IN ABOVE GROUND HEATED HOT BOX © 3/4" WATER METER Q SANITARY SEWER CLEANOUT EO 4" PVC SANITARY SEWER 0 1.04% MIN 0 CONCRETE TRANSFORMER PAD, SEE FDS NOTES © CONCRETE HVAC PAD, SEE FDS NOTES 0" CONCRETE COOLER /FREEZER PAD, SEE FDS NOTES O 1" IRRIGATION RPZ (WATTS 909M1QT) LOCATED IN ABOVE GROUND HEATED HOT BOX Q 3/4" IRRIGATION METER O EXISTING FIRE HYDRANT (D 4" BACKWATER VALVE SEE FAMILY DOLLAR NOTES ON SHEET C1.0 UTILITY PLAN PR • NOT APP 11R& KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. Y CTION GRAPHIC SCALE 20 0 10 20 40 1 inch = 20 k. WITHERS & RAVENEL ENGINEERS I PLANNERS 1 SURVEYORS 111 MacKenan Drive t ary, North Carolina 27511 tel: 919469 -3340 www.withersravenef.com License No, C -0832 Sheet No. C3.0