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\\nav-bel-file.pIb.corp\projects\wash ington \Everett\soundview \2drawings \EVSV-131 U.dwg <br />Nov 17, 2023 - 2:58pm <br />a <br />a <br />00 <br />N <br />I <br />N <br />O <br />N <br />H <br />0 <br />i <br />NE <br />AND SE <br />1/4, NE 1/4, <br />SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. <br />SEE <br />SHEET <br />C-3.4 <br />FOR <br />CONTINUATION <br />I I <br />423 / <br />412 <br />f 12.0' / <br />J I COE 15' WATER <br />LINE EASEMENT <br />15 E• 1284520.79 I <br />' 14 N:347 9' I \ <br />OE:1284511.56 / / 23 LF 8" DI <br />O347938.04 <br />E:1284501.84 / 10 LF 8" DI <br />15 N:347920.49 �/ 20 LF 6" DI <br />E: 1284456.24 c \, <br />I <br />/2 i � <br />64 <br />/ 1 <br />A / <br />� a2 <br />/ \ LN: 347919.14 / 4261 <br />I E:1284509.120 <br />49 LF 8" DI <br />i 37 LF 8" DI <br />N: 347895.18 <br />E:1284429.61 14 <br />f / COE 15' WATER LINE EASEMENT <br />I I 99.5 LF 8" DI <br />I� <br />N- 347795.37 O <br />E: 1284427.10 <br />I 20 LF 6" DI <br />l m M C5 <br />N:347794.85 O <br />E: 1284447.57 <br />BUILDING C <br />� I f 12.0' 75.8 LF 8" DI Z <br />I O <br />E.1284425. 7 23 FFE=427 a <br />i 19.7LF8"DI I� <br />N:347699.87 14 Z <br />E:1284424.67 O I Z <br />I 16 LF 8" DI O <br />N:347688.09 COE 15' WATER LINE EASEMENT U <br />i E:1284435.88 14 <br />I - � <br />' - 142 LF 8" DI 0 <br />,> <br />W- - - - - - - - - - - - - - - - - - - - - - - - �] <br />--- <br />I <br />I 15.5' 7 LF 6" DI N:347684.54 W <br />a26; 347677.66 E:1284577.87 <br />E: 1284577.67 <br />----- --- ---------- (!I /, ,� W <br />co <br />WATER SCHEDULE <br />CONNECT TO EXISTING WATER MAIN <br />1-2" METER PER CITY OF EVERETT STD. <br />O1 <br />1-8"x12" TEE (FLxMJ) <br />10 <br />DETAIL 502 <br />1-8" GATE VALVE (FLxMJ) <br />1-6" 90' BEND (MJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />11 <br />THRUST RESTRAINT PER COE STANDARDS <br />1-8"x8" TEE (FL) <br />12 <br />1-6" 45' BEND (MJ) <br />O <br />2-8" GATE VALVE (FLxMJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />1-8" ADAPTOR (FLxMJ) <br />1-8" 90' BEND (MJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />13 <br />THRUST RESTRAINT PER COE STANDARDS <br />14 <br />1-8" 45' BEND (MJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />O <br />1-8"x8" TEE (FL) <br />1-8" GATE VALVE (FLxMJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />15 <br />O <br />1-8" 22.5' BEND (MJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />1-8"x6" TEE (FLxMJ) <br />O4 <br />1-6" GATE VALVE (FLxMJ) <br />1-8" 11.25' BEND (MJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />16 <br />THRUST RESTRAINT PER COE STANDARDS <br />O1-FIRE <br />HYDRANT ASSEMBLY PER CITY <br />17 <br />1-8" PLUG (MJ) W/ MARKER <br />OF EVERETT STD. DETAIL 507 <br />1-DEADMAN BLOCKING W SHACKLES <br />O6 <br />1- FIRE DEPARTMENT CONNECTION ASSEMBLY <br />PRESSURE REDUCING VALVE <br />18 <br />PER CITY OF EVERETT STD DETAIL 521 <br />1-8"x8" TEE (FLxMJ) <br />19 <br />CONNECT TO BUILDING. RPBA FOR DOMESTIC <br />O <br />1-8" GATE VALVE (FLxMJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />SERVICE AND DCDA FOR FIRE SERVICE <br />LOCATED INSIDE BUILDING. SEE MEP AND FIRE <br />1-2" DCVA PER CITY OF EVERETT STD. <br />PROTECTION PLANS FOR CONTINUATION. <br />O8 <br />DETAIL 520 <br />20 <br />1-8%10" TEE (FLxMJ) <br />1-IRRIGATION METER <br />1-10" GATE VALVE (FLxMJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />O <br />1-2" RESILIENT SEAT AND 2" OPERATING NUT. <br />1-2" HEAVY DUTY GATE VALVE <br />21 <br />1-10" 90' BEND (MJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />NOTE: USE MEGA LUG RESTRAINTS OR EQUAL <br />22 <br />45' BEND (MJ) <br />ON ALL MECHANICAL JOINTS LARGER THAN 2". <br />THRU <br />THRUST RESTRAINT PER COE STANDARDS <br />THRUST RESTRAINT LENGTH SHALL BE PER <br />O <br />1-8" GATE VALVE (MJ) <br />TARI F riA <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert <br />Permit Inspector <br />11/22/2023 <br />r� <br />0 15 30 60 <br />SCALE: 1 INCH =30 FEET <br />LEGEND <br />-W- <br />WATER MAIN PIPE <br />DOMESTIC WATER PIPE <br />IN <br />WATER METER <br />WATER TEE <br />►� <br />GATE VALVE <br />A. <br />FIRE HYDRANT <br />FIRE DEPARTMENT CONNECTION <br />41L+ <br />90' BEND <br />45' BEND <br />22.5' BEND <br />11.25' BEND <br />DCDA <br />DCDA <br />ocvn <br />DCVA <br />® <br />PRESSURE REDUCING VALVE <br />ENGINEERS CONSTRUCTION RECORD CERTIFICATION <br />THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE <br />WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED <br />HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE <br />NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL <br />OBSERVATION, CONTRACTOR INSTALLATION NOTES AND <br />FIELD MEASUREMENTS BY THE CONTRACTOR. THIS <br />DOCUMENT DOES NOT REPRESENT A DETAILED FIELD <br />SURVEY. THESE PLANS ARE FINAL CORRECTED PLANS <br />AND THE INFORMATION SHOWN ACCURATELY REFLECTS <br />EXISTING FIELD CONDITIONS AS OF THIS DATE: <br />11/01/2023. THE ENGINEER HEREBY CERTIFIES THAT, <br />BASED UPON THE METHODOLOGY DESCRIBED ABOVE, <br />CONSTRUCTION SHOWN IS CONSISTENT WITH THE <br />DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY <br />REPRESENTS THE EXISTING CONDITIONS, PER <br />CONTRACTOR PROVIDED RECORD INFORMATION. <br />I NA <br />BY. <br />Know what's bel <br />Call before you <br />C <br />00 <br />\ <br />0 <br />Z <br />o <br />o <br />rn <br />RECORD DRAWINGS <br />J <br />E <br />�O <br />o 04 <br />U <br />O <br />U <br />M CO <br />L <br />x <br />LLI <br />N N <br />CO <br />ww <br />Q <br />U) <br />N <br />N <br />� <br />W <br />O <br />W <br />L_ <br />O <br />0D <br />3 <br />N LO <br />N M <br />7 <br />O N <br />N <br />�:3Q) <br />� y <br />� <br />Z <br />w <br />�� <br />O <br />Z <br />Q <br />w <br />Q= <br />w <br />�� <br />O <br />co <br />W <br />Lo <br />O <br />0W <br />LU <br />a <br />IL <br />m <br />LLI <br />C-3.2 <br />