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\\nov-beI-file.pIb.corp\projects\wa shin gton\Everett\soundview\2drowings\EVSV-131J.dwg Nov 17, 2023 - 2:58pm <br /> NE AND SE 1/4, NE 1/4, SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. <br /> SEE SHEET C-3.4 FOR CONTINUATION <br /> A, o <br /> .a <br /> ®® ` az3/ .0 <br /> f 12.0' \... CO <br /> J COE 15' WATER 0 15 30 60 Lo <br /> LINE EASEMENT <br /> 15 E 1284520.79 � <br /> I Ica SCALE: 1 INCH=30 FEET <br /> O14 <br /> N:347�9f <br /> E,128451 56 / / 23 LF 8" DI <br /> O N:347938.04 / I LEGEND <br /> 10 LF 8" DI <br /> I E:1284501.84 // -W- WATER MAIN PIPE <br /> / DI DOMESTIC WATER PIPE <br /> 15 N:347920.49 20 LF 6" IN WATER METER <br /> E:1284456.,24 \ <br /> / \ /13 H WATER TEE <br /> GATE VALVE <br /> 4A4 AN. FIRE HYDRANT <br /> FIRE DEPARTMENT CONNECTION <br /> 4z �^ 90' BEND <br /> T � 45' BEND <br /> N:12845 .14 426 pp <br /> I I E:1284509.120 � 22.5' BEND <br /> 11.25' BEND 0 o <br /> 49 LF 8" DI DCDA w <br /> I <br /> 1 3 I 37 LF 8" DI <br /> N:347895.18 <br /> E:1284429.61 14 ® PRESSURE REDUCING VALVE <br /> I COE 15' WATER LINE EASEMENT I <br /> I I I 99.5 LF 8"DI <br /> N:347795.37 I I Y 3 Y <br /> m I E:1284427.10 4 0 V <br /> 20 LF 6" DI <br /> ' II N:12844 4.5 O I E:1284447.57 5 <br /> BUILDING C <br /> f 12.0' 75.8 LF 8" DI I z <br /> O 9 <br /> I N:347719.59 23 FFE-427 - <br /> E:1284425.17 <br /> Q <br /> I � 19.7LF8" DI � <br /> - N:347699.87 14 z � 8g 41871 <br /> E:1284424.67 O offfSS'OIST <br /> 16 LF 8" DI I O / <br /> I N:347688.09 COE 15' WATER LINE EASEMENT U <br /> E:1284435.88 S RECORD DRAWINGS <br /> l _ 142 LF 8" DI Ot.L <br /> o� E <br /> W W - --- ----- ------ -- cl) 1 c� <br /> W /I� 5 2 <br /> ------ <br /> ------ - V <br /> XO <br /> i N W ' <br /> 15.5' 7LF 6" DI :347684.54 ~ F aac <br /> III rt16 OS N:347677.66 E:1284577.87 W �� N <br /> L__ E 1284577.67 <br /> LU <br /> r/-430- W <br /> a <br /> ro 3 <br /> u� <br /> N <br /> N I m 7 N <br /> O <br /> N <br /> NJ <br /> � 7 N <br /> m a <br /> 'o Iz <br /> WATER SCHEDULE I <br /> CONNECT TO EXISTING WATER MAIN 1-2" METER PER CITY OF EVERETT STD. <br /> �I O1-8"x12" TEE (FLxMJ) 10 DETAIL 502 <br /> 1-8" GATE VALVE (FLxMJ) <br /> > 1-6" 90' BEND (MJ) <br /> in THRUST RESTRAINT PER COE STANDARDS 0ENGINEERS CONSTRUCTION RECORD CERTIFICATION <br /> THRUST RESTRAINT PER COE STANDARDS 0> THRUST RESTRAINT PER COE STANDARDS <br /> N 1-8%8" TEE (FL) 1-6" 45' BEND MJ THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE <br /> 2-8" GATE VALVE (FLxMJ) 12 ( ) WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED Z <br /> O THRUST RESTRAINT PER COE STANDARDS HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE 0 z <br /> '3 1-8" ADAPTOR (FLxMJ) 1-8" 90• BEND (MJ) NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL W <br /> THRUST RESTRAINT PER COE STANDARDS 13 THRUST RESTRAINT PER COE STANDARDS OBSERVATION, CONTRACTOR INSTALLATION NOTES AND W Z_ <br /> FIELD MEASUREMENTS BY THE CONTRACTOR. THIS J <br /> 1-8"x8" TEE (FL) 14 1-8" 45' BEND (MJ) DOCUMENT DOES NOT REPRESENT A DETAILED FIELD uj Q 2 <br /> O 1-8" GATE VALVE (FLxMJ) O THRUST RESTRAINT PER COE STANDARDS SURVEY. THESE PLANS ARE FINAL CORRECTED PLANS rn <br /> THRUST RESTRAINT PER COE STANDARDS = Q <br /> AND THE INFORMATION SHOWN ACCURATELY REFLECTS r <br /> 1-8" 22.5'BEND (MJ) EXISTING FIELD CONDITIONS AS OF THIS DATE: I- Il <br /> 1-8%6" TEE (FLxMJ) 15 THRUST RESTRAINT PER COE STANDARDS <br /> 11/01/2023. THE ENGINEER HEREBY CERTIFIES THAT, O co WW <br /> 1-8 <br /> 4 1-6" GATE VALVE (FLxMJ) " 11.25' BEND (MJ) BASED UPON THE METHODOLOGY DESCRIBED ABOVE, O p r <br /> THRUST RESTRAINT PER COE STANDARDS i6 THRUST RESTRAINT PER COE STANDARDS <br /> a� CONSTRUCTION SHOWN IS CONSISTENT WITH THE 0 W Q <br /> 1-FIRE HYDRANT ASSEMBLY PER CITY 1-8" PLUG (MJ) W/MARKER I DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY ` <br /> O OF EVERETT STD. DETAIL 507 17 1-DEADMAN BLOCKING W SHACKLES W 5 <br /> co REPRESENTS THE EXISTING CONDITIONS, PER <br /> o <br /> O6 1- FIRE DEPARTMENT CONNECTION ASSEMBLY PRESSURE REDUCING VALVE CONTRACTOR PROVIDED RECORD INFORMATION. W <br /> L 18 PER CITY OF EVERETT STD DETAIL 521 m <br /> N 1-8"x8" TEE (FLxMJ) NAV TIFI <br /> 3 O 1-8" GATE VALVE (FLxMJ) 19 CONNECT TO BUILDING. RPBA FOR DOMESTIC <br /> m THRUST RESTRAINT PER COE STANDARDS SERVICE AND DCDA FOR FIRE SERVICE BY M _ <br /> LOCATED INSIDE BUILDING. SEE EP AND FIRE - _DATE_ <br /> 1-2" DCVA PER CITY OF EVERETT STD. PROTECTION PLANS FOR CONTINUATION. <br /> P O8 DETAIL 520 <br /> a 1-IRRIGATION METER 20 1-8%10" TEE (FLxMJ) I <br /> 1-10" GATE VALVE (FLxMJ) <br /> O 1-2" RESILIENT SEAT AND 2" OPERATING NUT. THRUST RESTRAINT PER COE STANDARDS <br /> a 1-2" HEAVY DUTY GATE VALVE 21 1-10" 90- BEND (MJ) <br /> THRUST RESTRAINT PER COE STANDARDS <br /> °J NOTE: USE MEGA LUG RESTRAINTS OR EQUAL 1-1Q" 45' BEND (MJ) <br /> I O <br /> ON ALL MECHANICAL JOINTS LARGER THAN 2". 22 <br /> THRUST RESTRAINT PER COE STANDARDS <br /> THRUST RESTRAINT LENGTH SHALL BE PER 23 1-8" GATE VALVE(MJ) ' �_3.2 <br /> j TABLE 5A. Know what's below. <br /> Call before you di <br />