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LA <br />F_ <br />m <br />C6 <br />i <br />z <br />z <br />0 <br />z <br />m <br />E <br />w <br />n <br />C) <br />CD <br />LU <br />z <br />m <br />w <br />z <br />w <br />w <br />W <br />m <br />0 <br />0- <br />��' <br />NEW <br />I <br />LOCATION <br />FOR <br />SALVAGED <br />FIT <br />13LF 2" HDPE W <br />;R�' <br />S � <br />� <br />2009 <br />I <br />� <br />0 I NEW LOCATION <br />I FOR SALVAGED <br />2" W METER <br />PER COE STD <br />DWG 502 FOR <br />o o o o SHIP SERVICES <br />�- <br />4' BOLLARD, TYP <br />C3.4 G3o4 <br />I <br />� I <br />I <br />� I <br />2" METERED WATER <br />I <br />SERVICE PER COE <br />I <br />STD DWG 502 <br />No 358097.7 <br />I <br />Eo 1298542.9 -- <br />I <br />I <br />I <br />I <br />w <br />CONC SLAB� OR <br />ELEC WIT%C EAR 7 69 BOLLARD, TYP <br />SEE SHEET 209 <br />C14 C3.4 <br />29? GV AND VALVE BOXY NEW LOCATION FOR <br />Ia PER COE STD DWG 505 SALVAGED 2 W <br />1 <br />a <br />SEE C5;1 FOR <br />00P9 DI W, SEE C3.1 FOR CONTINUATION <br />CONNECTION TO MAIN TO <br />AND C3.5 FOR PROFILE I T <br />I <br />159 EASEMENT <br />BY OTHERS <br />ENLARGED WATER SERVICE RECONFIGURATION <br />PLAN <br />C3,1IC3.4 SCALE: 1 "° � 3" <br />NOTES <br />1. REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE CONSTRUCTED IN <br />ACCORDANCE TO <br />CITY OF EVERETT STANDARD SPECIFICATIONS SECTION 5-3 AND STANDARD <br />DWG 518. <br />2. WRAP #10 AWG, SINGLE STRAND COPPER TRACE WIRE, BLUE TYPE UF, <br />ALONG ENTIRE <br />LENGTH (ONE WRAP PER FOOT). EXPOSE ONE END IN THE METER BOX <br />PER CITY STD <br />PLAN 502, EXPOSE THE OTHER END AT THE SHIP SERVICE VAULTS AT <br />GRID LINES 8.5, <br />17.5, AND 27.5. A SCOTCH CAST ELECTRICAL SPLICE KIT TO BE USED <br />TO SPLICE ALL <br />WIRES WHERE REQUIRED. SCOTCH CAST ELECTRICAL SPLICE KITS SHALL <br />BE 3M <br />INSULATION DISPLACEMENT CONNECTORS OR EQUAL. <br />3, GATE VALVES SHALL DE HEAVY DUTY GATE VALVES WITH RESILIENT SEAT AND 2" <br />OPERATING NUT, "WATEROUS" SERIES 2500 OR APPROVED EQUAL WITH <br />VALVE BOX AND <br />EXTENSION PER COE STD DWG 505. <br />4. ALL MECHANICAL JOINTS (MJ) SHALL BE MEGALUG OR EQUAL, <br />1601 Sth Avenue, Suite 1300 <br />Seattle, Washington 9 101 <br />(206) 3 2-0600 Fax (206) 3 2-0500 <br />PROJECT NO. 1600120 <br />2" BRASS PIPE, TYP <br />FINISH GRADE <br />2" HDPExBRASS <br />TRANS FITTING - <br />2"xY HDPE <br />REDUCER FITTING <br />399x90* HDPE_ BEND <br />COMPRESSED <br />C3.1, C3.2, C3.3 C3.4 SCALE: NTS <br />NEW LOCATION OF EX 2" RPBA. SEE DETAIL G ON <br />SHEET D5.4 FOR SALVAGE DETAILS. WRAP PIPE AND <br />ALL FITTINGS WITH 1/2" MIN THICK FIBER <br />GLASS PIPE INSULATION WITH ALUMINUM COVER. <br />SEE SHEET E3.5 FOR POWER OUTLET DETAILS. <br />VALVE STAND <br />WATTS FIBERGLASS THERMAL <br />ENCLOSURE WITH HEATER, HOT <br />BOX MODEL WP—N3 OR EQUAL <br />(I. D. 70"Lx26"Wx45"H) <br />2" PRV, WILKINS SERIES <br />600 OR APPROVED EQUAL <br />(SET FOR 60 PSI) <br />DRAIN HOLE <br />CONC SLAB <br />T <br />(84"Lx42"Wx6"THICK) <br />2" HDPExURASS TRANS FITTING <br />2"xY HDPE REDUCER FITTING <br />3" HDPE DOM W <br />3N90' HDPE BEND <br />TO PIER <br />107 �Immmi <br />i <br />FINISHED GRADE <br />PER GRADING PLAI <br />`SOME CONC TOP <br />SMOOTH CUT <br />.DGES OF PIPE <br />5" REFLECTORIZED TAPE <br />2" DIA SCHEDULE 40 STEEL <br />PIPE FILLED WITH 3,000 PSI <br />OMMERCIAL CONCRETE <br />-DRIMER AND PAINT WITH TWO <br />-OATS OF 99SAFETY YELLOW" <br />SLOPE TO DRAIN IN/FT MIN <br />POST SET IN 3,000 PSI <br />COMMERCIAL CONCRETE <br />C`7_�69 TRAFFIC BOLLARD <br />C2.9, C4.1, C:5.1 , C3.4 C3.4 SCALD: NTS <br />A 3"x2" HDPE MOLDED TEE <br />2P9 HDPE + 31655 TRANSITION FITTING <br />HEAVY DUTY 2" GATE VALVE WITH <br />RESILIENT SEAT. GATE VALVE SHALL DE <br />"WATEROUS" SERIES 2500 OR APPROVED <br />EQUAL <br />2" HDPE MOLDED TEE <br />O 2" HDPE, SDR9 <br />2" HDPE + BRASS TRANSITION FITTING <br />209x1" BRASS REDUCING RUSHING <br />199 BRASS NIPPLE <br />11" BRASS BALL VALVE <br />199x45" BRASS BEND <br />COMPRESSED AIR NIPPLE <br />29x2'x29 I.D. REINFORCED CONC VAULT, <br />REFER TO STRUCTURAL SHEET S22A3 <br />FOR DETAILS <br />VALVE BOX AND EXTENSION PER POE <br />STD DWG 505 <br />18"x18"x4" CONC SUPPORT BLOCK <br />289x90® HDPE EL (ANGLE POINT) <br />TRACE WIRE, SEE NOTE 2. <br />FREEZE I s® O <br />N ASSEMBLI <br />SCALE_: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED DYo <br />N o WATS O N <br />��hliE CONC TOP <br />)OTH CUT EDGES OF PIPE <br />REFLECTORIZED TAPE <br />MER AND PAINT WITH TWO <br />\TS OF 98SAFETY YELLOW <br />DIA SCHEDULE 40 STEEL <br />E FILLED WITH 3,000 PSI <br />�MERCIAL CONCRETE <br />)PE TO DRAIN j IN/FT MIN <br />�T SET IN 3,000 PSI <br />v1MERCIAL CONCRETE <br />4' TRAFFIC BOLLARD <br />i <br />i <br />PORT OF EVERETT <br />� C3w4 <br />