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\\nav—bel—file.Dlb.corD\Droiects\washinaton\Everett\soundview\2drawinas\EVSV 131U.dwa Nov 17. 2023 — 2:58DM <br />zi <br />r') <br />H <br />i <br />WATER SCHEDULE <br />CONNECT TO EXISTING WATER MAIN <br />1-2" METER PER CITY OF EVERETT STD. <br />1-8%12" TEE (FLxMJ) <br />10 <br />O <br />DETAIL 502 <br />O1 <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 />O <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%8" TEE (FL) <br />1-8" GATE VALVE (FLxMJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />15 <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 />1-10" 45' BEND (MJ) <br />ON ALL MECHANICAL JOINTS LARGER THAN 2". <br />THRUST RESTRAINT PER COE STANDARDS <br />THRUST RESTRAINT LENGTH SHALL BE PER <br />23 <br />1-8" GATE VALVE (MJ) <br />TARI F 5A <br />W 117 LF 8"WDI <br />----------------- <br />E: 1284751.37 U <br />E:1284858.90 U <br />NE AND SE 1/4, NE 1/4, SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. <br />E: 1285047.86 <br />COE 15' WATER LINE EASEMENT <br />=346 <br />100 LF 8" D <br />O7 N:348684.48 <br />E:1285169.96 <br />7LF6" D <br />O4 N:348670.28 <br />E: 1285169.56 <br />N:348670.11 <br />5 E:1285176.57 <br />COE 15' WATER LINE EASEMENT <br />N:348667.74 16 <br />E: 1285241.50 <br />29 LF 8" DI <br />—ai i c- n" ni <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 />JJtI <br />FIRE HYDRANT <br />FIRE DEPARTMENT CONNECTION <br />1 <br />90' BEND <br />45' BEND <br />i <br />22.5' BEND <br />11.25' BEND <br />ocoa <br />DCDA <br />ocvn <br />DCVA <br />® <br />PRESSURE REDUCING VALVE <br />NOTE: <br />NEW WATERLINE WITH TRENCH EXCAVATION PER <br />COE STANDARD DETAIL 614. CONTRACTOR SHALL <br />REPLACE SURFACE MATERIAL IN -KIND ALONG <br />EXTENT OF NEW MAIN IN SOUND AVENUE. <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 />N:348754.32 <br />E:1285349.31 17 <br />PAVEMENT <br />REPLACEMENT <br />SEE NOTE #1 <br />PAVEMENT <br />REPLACEMENT <br />SEE NOTE #1 <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 />F-Z <br />Know what's bel <br />Call before you <br />C <br />00 <br />0 <br />LLJ <br />Z <br />o <br />o <br />o' <br />o' <br />RECORD DRAWINGS <br />J <br />o <br />E <br />Co <br />04 <br />U <br />O co <br />f/ �l <br />U <br />� Ci <br />L <br />x <br />W <br />N N <br />CO <br />W <br />O <br />W <br />L_ <br />O <br />0D <br />3 <br />N Lo <br />N M <br />7 <br />ou�y <br />� <br />7 <br />N <br />� W <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 />~ <br />Lo <br />OW <br />0W <br />a <br />IL <br />lin <br />W <br />C-3.5 <br />