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HomeMy WebLinkAboutSW6220904_Plansheet - Misc. Detail_20221102 (5)HOKE COUNTY REGIONAL WATER SYSTEM DETAILS HOKE COUNTY, NORTH CAROLINA LA 5' MIN. —I EXIST. ROAD 20' AVG. POLY. WATER SERVICE LINE BRASS ADAPTER FOR COMPRESSION CONECTION CORPORATION STOP �1I11142 METER BOX ON P ANGLE VALVE DOUBLE CHECK VALVE PVC CASING CLASS 200) TYPICAL HOUSE SERVICE DETAIL (LONG) N.T.S. A BRASS ADAPTER R A COMPRESSION WATER SERVICE PIPE. CHECK VALVE THAT NG ASSISTED SEATING, HALL BE OF BUNA—N— FORD DOUBLE NG OR APPROVED ALL BE SUPPORTED PECIAL PROVISIONS. TYPICAL HOUSE SERVICE DETAIL (LONG) ( 1�. INLETS WILL HAVE AS REQUIRED FO FITTING TO "IPS" 2. YOKE WILL HAVE SHALL HAVE SPRI AND THE SEAT S RUBBER. 3. OUTLET SHALL BE PURPOSE COUPLI EQUAL. 4. METER YOKES SH AS CALLED FOR IN S 5.75" f� �I 5.75" 17.25" 20.125" SECTION A —A HOKE COUNTY REGIONAL WATER SYSTEM DETAILS HOKE COUNTY, NORTH CAROLINA COMPRESSION FITTING SOLID COVET METER BOX (GONG., C/I, OR PLASTIC COPPER SETTER TO BE o FORD (VHH172-7W—SN) OR APPROVED EQUAL METER YOKE SECTION B—B WATER METER BOX DETAIL N.T.S. MIN. AVG. WGT. FRAME 50 LBS. COVER 20 LBS. Ln WATER METER BOX DETAIL R/W DOUBLE METER BY CHECK VALVE OTHERS ANGLE VALVE METER BOX (CONC., C/I, OR PLASTIC OUTLET COPPER SETTER TO BE FORD_ OR APPROVED EQUAL METER YOKE POLY. WATER SERVICE LINE COMPRESSION FITTING BRASS ADAPTER FOR COMPRESSION CONECTION TYPICAL HOUSE SERVICE DETAIL (SHORT) N.T.S. NOTES: 1. INLETS WILL HAVE A BRASS ADAPTER AS REQUIRED FOR A COMPRESSION FITTING TO "IPS" WATER SERVICE PIPE. 2. YOKE WILL HAVE CHECK VALVE THAT SHALL HAVE SPRING ASSISTED SEATING, AND THE SEAT SHALL BE OF BUNA—N— RUBBER. 3. OUTLET SHALL BE FORD DOUBLE PURPOSE COUPLING OR APPROVED EQUAL. 4. METER YOKES SHALL BE SUPPORTED AS CALLED FOR IN SPECIAL PROVISIONS. HOKE COUNTY REGIONAL WATER SYSTEM DETAILS HOKE COUNTY, NORTH CAROLINA TYPICAL HOUSE SERVICE DETAIL (SHORT) CORPORATION STOP SADDLE 3" WIDE DETECTOR TAPE - 18" BURY #10 SOLID Ililll"FIIIIII iFIIIIIlllllll IIII J w COPPER WIRE II1.11111111111=IIIIIi� I111=_Il11lI Y SPIRAL WRAPPED I1IIi=1L1= iII=IiI Q o AROUND PVC PIPE IIIIIII=IIII = -IIIIIINIIIIIi °° v NOT REQUIRED 1=III-1i1-1}11=1II z z FOR DIP I -IH 11 11-11.11-I I 1111.11- IIIII I -I II1II1=lI1IlII=IfII Ili 1:110111 MEMO MEMO III CL N NICI IIII I 1��1�R z I�I��I�F �z PIPE Z UNDISTURBED SOIL WIDTH w AS REQUIRED m BELL O.D.+12" MIN. BELL O.D.+24" MAX. WATER MAIN TRENCH DETAILS N.T.S. NOTES: 1. LAYING CONDITIONS AS PER AWWA C600 AND C605 STANDARDS. 2. BEDDING MATERIAL SHALL BE 4" MINIMUM THICKNESS, LOOSE SOIL (DEFINED AS NATIVE SOIL EXCAVATED FROM THE TRENCH), FREE FROM ROCKS AND SHALL PROVIDE UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. COMPACT TO 95% MAXIMUM DENSITY. 3. INITIAL BACKFILL SHALL BE LIGHTLY CONSOLIDATED IN MAXIMUM 6" LOOSE LIFTS, COMPACTED TO 95% OF MAXIMUM DENSITY. 4. UNDER AREAS TO BE SEEDED OR SODDED, COMPACT SUCCEEDING LAYERS OF FINAL BACKFILL IN 12" LOOSE LIFTS TO 85% MAXIMUM DENSITY. 5. UNDER STRUCTURES, PAVEMENTS AND ROAD SHOULDERS, COMPACT SUCCEEDING LAYERS OF FINAL BACKFILL IN 6" LOOSE LIFTS TO 95% MAXIMUM DENSITY EXCEPT COMPACT TOP 12" OF SUBGRADE TO 98 % MAXIMUM DENSITY. 6. PROVIDE #10 SOLID COPPER WIRE IN SUFFICIENT LENGTH TO BE SPIRAL WRAPPED AROUND EACH SEPARATE RUN OF ALL BURIED PVC PIPING. AT VALVE BOXES, BRING WIRE TO WITHIN 6 IN. OF TOP OF BOX AND INSERT INTO BOX THROUGH DRILLED HOLE. NOT REQUIRED FOR DUCTILE IRON PIPE. 7 INSTALL 3" WIDE DETECTOR TAPE AT 18" DEPTH. TAPE SHALL HAVE MIDDLE FOIL LAYER. HOKE COUNTY REGIONAL WATER SYSTEM DETAILS HOKE COUNTY, NORTH CAROLINA WATER MAIN TRENCH DETAILS 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com 11CAR0 ����i • 4� SEA • 0274 •• G ► NE ••°���� iimg�����` REVISIONS PROJECT NAME HIDDEN VALLEY SUBDIVISION WATER DETAILS CLIENT TG VENTURES LLC 9820 US Hwy 301 North Lumberton, North Carolina 28360 Phone: (910) 802-4959 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1860 DRAWING SCALE NOT TO SCALE DATE RELEASED AUGUST 9, 2022 SHEET NUMBER C-604