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\\nav—bel—file.pIb.corp\projects\wash ington \Everett\soundview \2drawings \EVSV-131 U.dwg <br />Nov 17. 2023 — 2:59DM <br />• <br />0 <br />i <br />NE AND SE <br />47 NE 1/4, SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. <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%8" 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 />O <br />1-8%8" TEE (FL) <br />1-8" GATE VALVE (FLxMJ) <br />14 <br />1-8" 45' BEND (MJ) <br />THRUST RESTRAINT PER COE STANDARDS <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%6" 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 />(�6 <br />1- FIRE DEPARTMENT CONNECTION ASSEMBLY <br />PRESSURE REDUCING VALVE <br />18 <br />PER CITY OF EVERETT STD DETAIL 521 <br />1-8%8" 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 />THRUST RESTRAINT PER COE STANDARDS <br />THRU <br />23 <br />1-8" GATE VALVE (MJ) <br />THRUST RESTRAINT LENGTH SHALL BE PER <br />TARI F FA <br />I z <br />O <br />lH <br />a <br />_z <br />-- <br />Iz <br />Cc <br />LL <br />Lq <br />(V) <br />1� <br />N:348837.58 5 N:348806.42 W <br />E:1284161.65 1 4 N.348834.47 E:1284562.44 9 N:348824.84 W <br />— — — — — — — — — E: 1284284.26 E:1284635.24 ( ) <br />------ W <br />dos 33 LF 8" DI /� 122 LF 8" DI ------ --- ------ --- ----- -- a5 <br />w----- --- ' <br />W 279 LFw8" DI - - - - <br />---� <br />I II w1---------- -- __________w <br />DI <br />-- <br />f w-- <br />" N:348826.79 <br />J E:1284562.99 O <br />21 LF 6" DI <br />4— — — — <br />11.4' <br />N: 348815.19 <br />�15 E:1284138.0314 E: 284283.490 COE 15' WATER LINE EASEMENT <br />N: 348798.04 10 N:34 804.64 <br />E: 1284283.11 E: 1284634.73 <br />Og N:348795.32 I <br />E: 1284634.50 <br />��a I 89 LF 8" DI <br />�tio I 3 I N:348698.55 4 I <br />E:1284134.83 <br />yti` I 12.0' <br />I I N: 348698.21 I <br />�titi I - E: 1284147.33 O <br />I <br />�tik I I I <br />13 LF 6" DI <br />BUILDING A <br />I I I <br />I 199 LF 8" DI <br />FFE=346 <br />1 I <br />I I <br />I I I <br />I I <br />I I <br />I <br />' I COE 15' WATER LINE EASEMENT ' <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 />WATER METER <br />WATER TEE <br />►� <br />GATE VALVE <br />Ak <br />FIRE HYDRANT <br />FIRE DEPARTMENT CONNECTION <br />90' BEND <br />4-1 <br />45' BEND <br />22.5' BEND <br />11.25' BEND <br />DCDA <br />DCDA <br />• <br />DCVA <br />® <br />PRESSURE REDUCING VALVE <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 />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 />NA <br />Know what's bel <br />Call before you <br />C <br />— <br />00 <br />0 <br />CD <br />LLJ <br />Z <br />o <br />o <br />O <br />RECORD DRAWINGS <br />J <br />o <br />E <br />Co <br />U <br />O W <br />f/ �l <br />� Ci <br />W,U <br />L <br />x <br />LLI <br />N N <br />CO <br />a) <br />W <br />O <br />0 <br />L_ <br />O <br />0D <br />3 <br />ai Lo <br />N M <br />7 <br />� <br />m <br />7 <br />N <br />� y <br />� <br />z <br />w <br />��O <br />Z <br />Q <br />w <br />Q= <br />w <br />�< <br />� <br />O <br />co <br />W <br />Lo <br />0 <br />0W <br />W <br />a <br />IL <br />> <br />m <br />C-3.6 <br />