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\\nav-bel-file.Dlb.corD\Droiects\washinaton\Everett\soundview\2drawinas\EVSV 131U.dwa Nov 17. 2023 - 2:57DM <br />H <br />0 <br />i <br />14 N:347695.27 <br />E: 1284776.20 <br />14 N: 347698.10- <br />E: 1284773.51 <br />WALL -MOUNTED PIV <br />fl_ <br />O4 N:347679.59 <br />E: 1284775.79 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <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-3.3 FOR CONTINUATION <br />-420 MIME I <br />\ 7 LF 8" DI i L -418- I 11 N:347989.55 16 <br />I 1 E: 1285313.79 M <br />�c 423 423 O N:348007.80 I --419- 1 <br />E:1285169.43 M <br />\ / 4�2 1 1 , -420- 1 <br />\ / \ / I N: 348007.18 <br />a22 1 <br />\\ // 421 l 0 E:1285176.53-421- <br />IL N: 347976.55 422. <br />/ E:1285168.57 \ \ <br />\ \ \ 'I <br />44 LF 8" DI 4?3 <br />\ \ 83 LF 8" DI <br />I\ \ II <br />\AUI' #4'.<4\\ E 12 7945 056 • 1 I I <br />-7423T <br />BUILDING C <br />FFE=427 <br />N:347685.52 6 <br />E:1284775.96 <br />-N: 347693.05 <br />E:1284812.75 10 <br />1 <br />71 LF 8" DI <br />74 LF 8" DI <br />� I <br />O1 N- 347906.59 l I <br />E:1:85311.71 I <br />/ 1 I 78 LF 8" DI. W I 2 <br />_/ 1 1 <br />4Q4 \i <br />I <br />1425 54 LF 8" D - - - - - - - - <br />/ 1 N:347888.63 <br />-a2s O N: 347890.59 - - a - "6E:1285275.070 <br />E:1285197.41 <br />-- 1 98 LF 8" DI 1 <br />COE 15' WATER LINE EASEMENT - <br />O N: 347792.06- <br />E: 1285203.79 <br />9 LF 6" D <br />ON:347792.06 <br />E:1285194.85 <br />COE 15' WATER LINE EASEMENT <br />23 LF 8" DI O N:347668.68 82 LF 8" DI <br />E: 1285072.61� <br />93 LF 8" <br />12.0' <br />-- - �- <br />W - - - - - - - - W / <br />7 LF 6" DI N: 347678.58 <br />E: 284816 28 O <br />7 LF 6" DI N•347670.12 <br />N:347678.68 9 15.5' 15 E:1285154.56 <br />E:1284812.39 O - 12850 2 52 i�426 /445 <br />E:1285072.52 32 LF 8" DI <br />WATER SCHEDULE <br />CONNECT TO EXISTING WATER MAIN <br />1-2" METER PER CITY OF EVERETT STD. <br />TEE (FLxMJ) <br />10 <br />DETAIL 502 <br />O1-8"x12" <br />O <br />1-8" GATE VALVE (FLxMJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />11 <br />90' BEND (MJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />THRUST <br />O <br />1-8"x8" TEE (FL) <br />2-8" GATE VALVE (FLxMJ) <br />12 <br />1-6" 45' BEND (MJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />1-8" ADAPTOR (FLxMJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />13 <br />1-8" 90- BEND (MJ) <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 />1-8" 22 5' BEND (MJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />O4 <br />1-8"x6" TEE (FLxMJ) <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 />OF EVERETT STD. DETAIL 507 <br />17 <br />1-8" PLUG (MJ) W/ MARKER <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 />O <br />1-8"x8" TEE (FLxMJ) <br />1-8" GATE VALVE (FLxMJ) <br />19 <br />CONNECT TO BUILDING. RPBA FOR DOMESTIC <br />THRUST RESTRAINT PER COE STANDARDS <br />SERVICE AND DCDA FOR FIRE SERVICE <br />LOCATED INSIDE BUILDING. SEE MEP AND FIRE <br />PROTECTION PLANS FOR CONTINUATION. <br />O8 <br />1-2" DCVA PER CITY OF EVERETT STD. <br />DETAIL 520 <br />1-IRRIGATION METER <br />20 <br />1-8"x1O" TEE FLxMJ <br />1-10" GATE VALVE (FLxMJ) <br />O <br />1-2" RESILIENT SEAT AND 2" OPERATING NUT. <br />THRUST RESTRAINT PER COE STANDARDS <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 />ON ALL MECHANICAL JOINTS LARGER THAN 2". <br />22 <br />THRU 45' BEND (MJ) <br />THRUST RESTRAINT PER COE STANDARDS <br />THRUST RESTRAINT LENGTH SHALL BE PER <br />23 <br />1-8" GATE VALVE (MJ) <br />TABLE 5A <br />►0 <br />X <br />N: 347699.13 15 <br />E:1285192.47 <br />19 LF 8" DI <br />N:347681.45 <br />3: E:1285184.65 14 <br />3 <br />W <br />W W <br />t <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 />mi <br />WATER METER <br />WATER TEE <br />►� <br />GATE VALVE <br />Ak <br />FIRE HYDRANT <br />FIRE DEPARTMENT CONNECTION <br />90' BEND <br />45- BEND <br />22.5' BEND <br />11.25' BEND <br />ocon <br />DCDA <br />o=a <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 11/22/2023 <br />Permit Inspector <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 e P/�77 <br />BYDATE IMAM <br />Know what's belo' <br />Call before you d <br />Z <br />00 <br />0 <br />LLJ <br />o <br />o <br />RECORD DRAWINGS <br />J <br />aoO <br />E <br />o <br />� 04 <br />U <br />O co <br />U <br />� Ci <br />L <br />x <br />W <br />N N <br />CO <br />ww <br />Q <br />U) <br />N <br />; <br />O <br />00 <br />L_ <br />O <br />0D <br />3 <br />ai LO <br />a) M <br />7 <br />� � <br />N <br />7 <br />a) <br />Z <br />w <br />� <br />O <br />Z <br />Q <br />w <br />Q= <br />w <br />O <br />co <br />W <br />I- <br />Lo <br />O <br />0W <br />W <br />a <br />IL <br />m <br />W <br />C-3.1 <br />