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\\nav-bel-file.Dlb.corD\Droiects\washinaton\Everett\soundview\2drawinas\EVSV 1311J.dwa Nov 17. 2023 - 2:58DM <br />00 <br />LO <br />N <br />I <br />N <br />0 <br />N <br />0 <br />z <br />o, <br />H <br />0 <br />i <br />NE AND SE 1/4, NE 1/4, SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. <br />SEE SHEET C-3.6 FOR CONTINUATION <br />77771771T 77 m177IM177 <br />COE 15' WATER LINE EASEMENT <br />I <br />I <br />I <br />w I <br />o I <br />N:348470.65 1 49 LF 8" DI <br />O E:1284142.18 <br />1 1I II I I I 1 27 LF 8" DI <br />N <br />N 0`' <br />14 N:348450.-' M 1 19 <br />E:1284128.06 I <br />I I I <br />I� I WALL-MOUNTE <br />V <br />BUILDING A <br />I 1 <br />El 284129 40 o FFE=346 <br />° I I 13LF8"DI <br />N: 348499.12 <br />J I E:1284141.95 O <br />I <br />- - - - - - - - - - - - - - <br />342V <br />r. <br />I / <br />I <br />1 <br />34 <br />N: 348436.59 1 p <br />E:1284192.350 <br />\ - ---W- - - - - - - - - I W � ui , <br />245 LF 8" DI COE 15' WATER LINE EASEMENT <br />- - - - - - O N 348397.93 <br />------ W 200 LF 8" DI-----W------ <br />W-----------E:1284633�31 <br />W- ----- ----- ----------- <br />-------------- <br />N:348409.99 Og <br />E:1284191.68 <br />55 LF <br />14 N:348410.71 <br />E. 1284165.58 �\ -- <br />\ 50 LF 10" DI - <br />22 LF 8" DI <br />20 N:348410.12 <br />E:1284187.73 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />---- o <br />1 I N: 348403.41 /� 33 LF 6' DI r - - - - Z <br />IJ <br />1 E:1284432.89 <br />a I N:348364.07 O N:348364.85 <br />E:1284431.810 E:1284632.41 Q <br />i O <br />V <br />hry M v v� / / / O <br />h h � n / t/ <br />LL <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 />O2-8" <br />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%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"x10" 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 />THRUST RESTRAINT LENGTH SHALL BE PER <br />23 <br />1-8" GATE VALVE (MJ) <br />TABLE 5A <br />U <br />W <br />W <br />404 <br />403 402 <br />406 405 <br />t11 <br />W <br />COE 15' WATE CO <br />423 LINE EASEMEN <br />1 O N:348206.97 <br />J 14 E:1284567.38 / <br />0 <br />a <br />W W <br />0 <br />102.5�7. <br />11 LF 8DI <br />o I / <br />a I <br />I I <br />I <br />M I 57 LF 8" DI <br />^ I I m <br />M 1 <br />I <br />M 1 <br />M M I N:348167.53 14 <br />E:1284525.91 I <br />M <br />M I 1 .0' N:348094.50 <br />4 N: 3 8 095.0524. 0 I I-- , E:1284544.59 0 <br />M <br />Q73 LF 8" DI <br />21 LF 6" DI I <br />II I I / 132 LF 8" DI <br />�--423/ <br />1 <br />12.0' 1 <br />COE 15, WATER <br />- LINE EASEMENT <br />=„N <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 />41L+ <br />90' BEND <br />45' BEND <br />Z <br />22.5' BEND <br />11.25' BEND <br />DCDA <br />DCDA <br />• <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 />NAV TIFI <br />BY / 7DATE IMAM <br />Know what's belo' <br />Call before you d <br />Z <br />- <br />rl <br />00 <br />\ <br />O <br />CD <br />F-- <br />LLJ <br />w <br />O <br />o <br />co <br />Y <br />Y <br />id <br />RECORD DRAWINGS <br />J <br />E <br />oo <br />�o <br />O � <br />U <br />U <br />� cj <br />L <br />x <br />L1J <br />N N <br />CO <br />N <br />d <br />� <br />; <br />O <br />0 <br />L_ <br />O <br />0D <br />3 <br />N LO <br />N M <br />7 <br />ou�y <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 />L <br />0 <br />�im:W <br />W <br />a <br />IL <br />m <br />W <br />C-3.4 <br />