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\\nov—beI—file.pIb.corp\projects\wa shin gton\Everett\soundview\2drowings\EVSV-131J.dwg Nov 17, 2023 — 2:59pm NE AND SE 1/4, NE 1/4, SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. ' o .a �J .W 0 WATER SCHEDULE o CONNECT TO EXISTING WATER MAIN 1-2" METER PER CITY OF EVERETT STD. I 0 15 30 60 •> O1-8"x12" TEE (FLxMJ) 10 DETAIL 502 1-8" GATE VALVE (FLxMJ) 11-15" 90' BEND (MJ) O THRUST RESTRAINT PER COE STANDARDS 11 THRUST RESTRAINT PER COE STANDARDS SCALE: 1 INCH=30 FEET 1-8"x8" TEE (FL) 1-6" 45' BEND (MJ) I O 2-8" GATE VALVE (FLxMJ) 12 THRUST RESTRAINT PER COE STANDARDS 1-8" ADAPTOR (FLxMJ) 1-8" 90' BEND (MJ) THRUST RESTRAINT PER COE STANDARDS 13 THRUST RESTRAINT PER COE STANDARDS LEGEND 1-8"x8" TEE (FL) 1-8" 45' BEND (MJ) I —W— WATER MAIN PIPE O 1-8" GATE VALVE (FLxMJ) 14 THRUST RESTRAINT PER COE STANDARDS DOMESTIC WATER PIPE THRUST RESTRAINT PER COE STANDARDS 1-8" 225'BEND (MJ) e WATER METER 15 IT WATER TEE 1-8"x6" TEE (FLxMJ) THRUST RESTRAINT PER COE STANDARDS N GATE VALVE O4 1-6" GATE VALVE (FLxMJ) 16 1-8" 11.25' BEND (MJ) I ,LL FIRE HYDRANT Z THRUST RESTRAINT PER COE STANDARDS THRUST RESTRAINT PER COE STANDARDS � FIRE DEPARTMENT CONNECTION O1-FIRE HYDRANT ASSEMBLY PER CITY 17 1-8" PLUG (MJ) W/MARKER 4' 90' BEND OF EVERETT STD. DETAIL 507 1-DEADMAN BLOCKING W SHACKLES 45' BEND O6 1- FIRE DEPARTMENT CONNECTION ASSEMBLY 18 PRESSURE REDUCING VALVE -*1 22.5' BEND 0 ^ PER CITY OF EVERETT STD DETAIL 521 o0 1-8"x8" TEE (FLxMJ) 'T' 11.25' BEND o O 1-8" GATE VALVE (FLxMJ) 19 CONNECT TO BUILDING. RPBA FOR DOMESTIC 0 DCDA d THRUST RESTRAINT PER COE STANDARDS SERVICE AND DCDA FOR FIRE SERVICE I o 1-2" DCVA PER CITY OF EVERETT STD. LOCATED INSIDE BUILDING. SEE MEP AND FIRE 0 DCVA PROTECTION PLANS FOR O CONTINUATION.8 DETAIL 520 ® PRESSURE REDUCING VALVE 1-IRRIGATION METER 20 1-8%10" TEE (FLxMJ) O GATE VALVE (FLxMJ)THRUST I i y 1-2" RESILIENT SEAT AND 2" OPERATING NUT. THRUST RESTRAINT PER COE STANDARDS 1-2" HEAVY DUTY GATE VALVE 21 1-10" 90' BEND (MJ) c� c� NOTE: USE MEGA LUG RESTRAINTS OR EQUA THRUST RESTRAINT PER COE STANDARDS L y y ON ALL MECHANICAL JOINTS LARGER THAN 2". 22 1-10" 45' BEND (MJ) I Y € Y THRUST RESTRAINT PER COE STANDARDS m THRUST RESTRAINT LENGTH SHALL BE PER 23 1-8- GATE VALVE(MJ) 0 V TABLE 5A. I IO ��ILLIq,y I� P D z 41071 e fop RA'CISTE4Q'O6 I ffSSIONAL O 0 RECORD DRAWINGS LL J o E I C7 1 rn ci V o N N:348837.58 5 N:3488O6.42 Ili 30� E:1284161.65 1 q N:348834.47 E:1284562.44 9 N348824.84IF IJJ E: / ---- ------ E:1284284.26 E:1284635.24 _-- u�'-, 3oe 33 LF 8" DI // 122 LF 8" DI --- ------ _ cV / / W yy -- W- 2- LF 8" DI rt5 ro 3 ————— --- l0 /---------------- W W ——— ------- W 7� LF 8' DI ---------------- 1 / / ---------- -20 LF DI 1 -- � ---W-7j- odd N:348826.79 a E 12FF-6" DI 91 O z 1 1 L 21 LF 6" 4- — 3�5 I N:348815.19 14 N:348813.97 - E:1284138.O3 O5 E:1284283.49 COE 15' WATER LINE EASEMENT N:12348798.042 .11 N1284634.73 E:1284283.11 10 ENGINEERS CONSTRUCTION RECORD CERTIFICATION > 1I E:1284634.73 1 314 I I 8 O THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE N:348795.32 WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED Z I ,fie E:1284634.5O HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE O z o W NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL 89 LF 8" DI I OBSERVATION, CONTRACTOR INSTALLATION NOTES AND W Z j o FIELD MEASUREMENTS BY THE CONTRACTOR. THIS Ir W - J 3 �ti N:348698.55 4 DOCUMENT DOES NOT REPRESENT A DETAILED FIELD W Q 2 E:1284134.83 O SURVEY. THESE PLANS ARE FINAL CORRECTED PLANS rn 12.0 = Q AND THE INFORMATION SHOWN ACCURATELY REFLECTS 0 1 elcr N:348698.21 O EXISTING FIELD CONDITIONS AS OF THIS DATE: W E:1284147.33 11/01/2023. THE ENGINEER HEREBY CERTIFIES THAT, O co � WW ti BASED UPON THE METHODOLOGY DESCRIBED ABOVE, p r CONSTRUCTION SHOWN IS CONSISTENT WITH THE O � DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY 7Z 0 1 REPRESENTS THE EXISTING CONDITIONS, PER 6 W 6 BUILDING A NOVTRACTOR(PROVIDED RECORD INFORMATION. W 13 LF " DI 99 LE 8" DI FFE=346 BY I I _ — _DATE _ 11/�/`�•9— — _ I 1 I i I 0 1 9A�COE 15' WATER LINE EASEMENT Know what's below. SEE SHEET C-3.4 FOR CONTINUATION Call before you di