Laserfiche WebLink
\\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-3.6 FOR CONTINUATION <br /> r I .o <br /> I I W <br /> I <br /> �J c <br /> g <br /> 3 COE 15' WATER LINE EASEMENT 0 15 30 60 <br /> II I <br /> BUILDING A <br /> +I SCALE: 1 INCH=30 FEET <br /> 3 N:348499.63F F E=346 LEGEND <br /> I I E:1284129.49.40 O <br /> I N: 4 9 DI I -W DOMESTCAIWAT RE PIPE <br /> I N:128491.9 B WATER METER <br /> � I E:1284141.95 O <br /> WATER TEE <br /> VALVE <br /> 131 <br /> �Ak RE HYDRANT <br /> GREE DEPARTMENT CONNECTION <br /> I \ <br /> 41, 90' BEND <br /> 45' BEND <br /> o I 49 LF 8" DI ----- ----------------- <br /> � 22.5' BEND 0 � <br /> N:348470.65 ----- ------ o <br /> ---------- oc <br /> E 128414218 �� -J , 34� - �' 11.25' BEND <br /> 27 LF 8" DI DCDA <br /> o � <br /> 0 <br /> 7 <br /> 14 N:348450.34 DCVA <br /> E:1284128.06 19 11 ® PRESSURE REDUCING VALVE <br /> WALL-MOUNTE 11 � 34 <br /> V <br /> N:348436.59 10 344 <br /> �\ \\ E:1284192.350 COE 15' WATER LINE EASEMENT <br /> 1 - ----_ - 245 LF 8" DI_ O N:348397.93 <br /> W -- <br /> ------W - <br /> -- 200 LF 8" DI 4 E:1284633.31 <br /> ------------ <br /> W W W --- ------ <br /> ------ W- <br /> �• \ N:348409.99 Og ----- 34s ----- <br /> E:1284191.68 N:348403.41 4 33 LF 6' DI ----- - z <br /> 55 LF 8" DI E:1284432.89� O <br /> rn N:348364.07 O N:348364.85 F- <br /> �Q <br /> 14 N:348410.71 / In E:1284431.81 O E:1284632.41 Q <br /> I E:1284165.58 '1/ --J <br /> \ 50 LF 10" DI ®® 41e71 0 �. <br /> fop RA'CISTE4Q' 1{a' <br /> �• I 22 LF 8" D 345 Z ffSSIONAL <br /> 20 E:1284187.73 N:348 , U RECORD DRAWINGS <br /> I 87.73 v e / � / / / / � <br /> O <br /> M M IL <br /> 346 / CO J o ro E <br /> J o <br /> I Cj ,^�,I 1 <br /> E Nam= <br /> X <br /> Lu <br /> W F V 7 C <br /> W <br /> 40 405 404 403 402 I <br /> v <br /> inz 6 W <br /> a COE 15' WATE U) <br /> WATER SCHEDULE \ o 423 LINE EASEMEN <br /> CONNECT TO EXISTING WATER MAIN 1-2" METER PER CITY OF EVERETT STD. 1, / 14 N:348206.97 <br /> 1-8"x12" 10 TEE (FLxMJ) DETAIL 502 "'I���1fff111 E:1284567.38 ai <br /> 1-8" GATE VALVE (FLxMJ) 1-6" 90'BEND (MJ) <br /> THRUST RESTRAINT PER COE STANDARDS 11 m <br /> N O W THRUST RESTRAINT PER COE STANDARDS /* W a 1-8"x8" TEE (FL) 12 1-6" 45'BEND (MJ) <br /> O 2-8" GATE VALVE (FLxMJ) O THRUST RESTRAINT PER COE STANDARDS / c, <br /> 8" ADAPTOR x THRUST RESTRAINT PER COE STANDARDS 13 1-8" 90'BEND (MJ) // c <br /> z THRUST RESTRAINT PER COE STANDARDS <br /> 1-8"x8" TEE (FL) 1-8" 45'BEND (MJ) <br /> o I O 1-8" GATE VALVE (FLxMJ) 14 THRUST RESTRAINT PER COE STANDARDS / F 8" DI <br /> THRUST RESTRAINT PER COE STANDARDS <br /> n 15 1-8" 22.5' BEND (MJ) <br /> �I I 1-8"x6" TEE (FLxMJ) O THRUST RESTRAINT PER COE STANDARDS <br /> (�4 1-6" GATE VALVE (FLxMJ) O 1-8" 11.25' BEND (MJ) 57 LF 8" DI ENGINEERS CONSTRUCTION RECORD CERTIFICATION <br /> THRUST RESTRAINT PER COE STANDARDS 16 THRUST RESTRAINT PER COE STANDARDS THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE <br /> I WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED Z <br /> O OF <br /> HYDRANT ASSEMBLY PER CITY 17 1-8" PLUG (MJ) W/ MARKER HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE O <br /> OF EVERETT STD. DETAIL 507 1-DEADMAN BLOCKING W SHACKLES Z <br /> o 3 NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL I� <br /> O6 1- FIRE DEPARTMENT CONNECTION ASSEMBLY 18 PRESSURE REDUCING VALVE i° N:348167.53 14 OBSERVATION, CONTRACTOR INSTALLATION NOTES AND Q <br /> PER CITY OF EVERETT STD DETAIL 521 E:1284525.91 I Ir W Z J <br /> i I I FIELD MEASUREMENTS BY THE CONTRACTOR. THIS <br /> 3 1-8"x8" TEE (FLxMJ) 1 .0' <br /> 7 13' GATE VALVE FLxMJ O CONNECT TO BUILDING. RPBA FOR DOMESTIC 1e N:348094.50 O DOCUMENT DOES NOT REPRESENT A DETAILED FIELD LLI Q U <br /> > O (FLxMJ) 19 5 SURVEY. THESE PLANS ARE FINAL CORRECTED PLANS <br /> THRUST RESTRAINT PER COE STANDARDS SERVICE AND DCDA FOR FIRE SERVICE N1284 24.10 M E:1284544.59 = Q <br /> I-_ AND THE INFORMATION SHOWN ACCURATELY REFLECTS <br /> o LOCATED INSIDE BUILDING. SEE MEP AND FIRE OE:1284524.10 W I- <br /> 1-2" DCVA PER CITY OF EVERETT STD. EXISTING FIELD CONDITIONS AS OF THIS DATE: <br /> PROTECTION PLANS FOR CONTINUATION. <br /> 8 DETAIL 520 I 11/01/2023. THE ENGINEER HEREBY CERTIFIES THAT, O coLW <br /> O 1-IRRIGATION METER 20 1-8"x10" TEE (FLxMJ) �mll _-- BASED UPON THE METHODOLOGY DESCRIBED ABOVE, p r <br /> 1-10" GATE VALVE (FLxMJ) �73 LF 8" DI CONSTRUCTION SHOWN IS CONSISTENT WITH THE O 0 W Q <br /> O1 <br /> -2" RESILIENT SEAT AND 2" OPERATING NUT. THRUST RESTRAINT PER COE STANDARDS DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY ` <br /> o I 1-2" HEAVY DUTY GATE VALVE 21 1-10" 90' BEND (MJ) 21 LF 6" DI I REPRESENTS THE EXISTING CONDITIONS, PER 5 <br /> NOTE: USE MEGA LUG RESTRAINTS OR EQUAL <br /> THRUST RESTRAINT PER COE STANDARDS CONTRACTOR PROVIDED RECORD INFORMATION. W <br /> I <br /> I ON ALL MECHANICAL JOINTS LARGER THAN 2 22 1-10" 45' BEND (MJ) 132 LF 8" DI m <br /> o THRUST RESTRAINT PER COE STANDARDS NAV TIFI <br /> i THRUST RESTRAINT LENGTH SHALL BE PER 23 1-8- GATE VALVE(MJ) _DATE_ 11m/` •9- - <br /> TABLE 5A. - - <br /> 2 I ---� <br /> a I i I <br /> I <br /> d <br /> J COE 15' WATER C-3.4 <br /> j LINE EASEMENT Know what's below <br /> SEE SHEET F2 OR CONTINUATION Call before you di <br />