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\\nov-beI-file.pIb.corp\projects\wa shin gton\Everett\soundview\2drowings\EVSV-131J.dwg Nov 17, 2023 - 2:57pm <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 /> a <br /> / - - 7,77 <br /> -418- 1 N:347989.55 _ <br /> -ra23 \ / 11 E:1285313.79 16/M <br /> W <br /> 1 ag2 \ 423 / laz3 / O N:3480 . -ate- <br /> / E:128516969.43 43 M C <br /> 4g2 -ago- W <br /> \ a22 / 1/ 1 N:348007.18 ,, 1 0 is 30 so •g <br /> \\ 421 ` E:1285176.5301 -421- <br /> N:347976.55 422- <br /> E:1285168.57 \ SCALE: 1 INCH=30 FEET <br /> \ 423 <br /> 44 LF 8" DI \ <br /> \ \ li 83 LF 8" DI <br /> 422 N:347945.05LEGEND <br /> E:1285198198.56 56 <br /> 422 L -W- WATER MAIN PIPE <br /> a23\ ......... / 49a�r DOMESTIC WATER PIPE <br /> 347906.59 1 1 1 19 WATER METER <br /> / <br /> 424 a°� 42� O E:1285311.71 1 WATER TEE <br /> }�- N GATE VALVE <br /> / 425/ � ,,. 1 78 LF 8" D. W 1 2 3 W �l FIRE HYDRANT <br /> 4A4 i i FIRE DEPARTMENT CONNECTION pp <br /> / 426 / -- 4+ 90' BEND Z <br /> 25 54 LF 8" DI J_ j 45' BEND m <br /> /a26 1 N:347890.59 N:347888.63 1 -A, 22.5' BEND o o <br /> -- -J E:1285275.070 q <br /> -- - o <br /> 1285197.41 DCD S' BEND <br /> E I \ -� It <br /> 98 LF 8" DI <br /> DCVA <br /> ® PRESSURE REDUCING VALVE y, <br /> COE 15' WATER LINE EASEMENT m <br /> O N:347792.06 Y Y <br /> r € r <br /> E:1285203.79 I I m <br /> 9 LF 6" DI 1 V <br /> I � <br /> 6 E:1285194.8 zwBUILDI G C <br /> I z <br /> h UJ <br /> of FFE=427 <br /> FA I <br /> 1 I <br /> 14 N:347695.27 C'7 _ <br /> z E:1284776.20 <br /> �I N:347685.52 O 93 LF 8" DI 1�120' for41071 <br /> ISTE4•Q'O <br /> z i q N:347698A 0 E:1284775.96 ,� ff`5'SIML <br /> O E1284773.51 N:347693.05 O v �'� �� <br /> (� 9 E:1284812.75 10 COE 15' WATER LINE EASEMENT j / <br /> WALL-MOUNTED PI RECORD DRAWINGS <br /> .�� 223 LF 8" DI N:347668.68 82 LF 8" DI -'' <br /> i E 1 28507 2.61 <br /> t.L 198 LF 8" DI - 1 / <br /> �y 71 LF 8" DI M J N O E <br /> ---------- f/ <br /> --- - E 128519247 <br /> U --- ----W-- N: 4769 13 � <br /> r 3 9. 15 M <br /> 0.2b W ----- 2F / t <br /> -----------oo.--- a� x <br /> -t- ------ _____ W - 19 LF 8' DI <br /> LLI N N N <br /> F �7 C <br /> r <br /> W If•f 7 LF 6" DI N:347678.58 <br /> E.1284816.28 O 7 LF 6" DI E:1285184.65 14 \V l <br /> N:347678.68 15.5' O N1285154.56 �l <br /> O N:347665.17 15 E:1285154.56 ate ¢45 <br /> W E:1284812.39 E:1285072.52 32 LF 8" DI <br /> IL�430 <br /> E CO 435 <br /> N:347679.59 N:347672.71 <br /> E:1284775.79 E:1284775.58 <br /> ai <br /> d <br /> c� <br /> � W W <br /> a <br /> zl <br /> WATER SCHEDULE <br /> o I CONNECT TO EXISTING WATER MAIN <br /> 1-2" METER PER CITY OF EVERETT STD. <br /> O 1-8"x12" TEE (FLxMJ) 10 DETAIL 502 <br /> r' 1 1-8" GATE VALVE (FLxMJ) <br /> I <br /> THRUST RESTRAINT PER COE STANDARDS 11 1-6" 90° BEND (MJ) <br /> THRUST RESTRAINT PER COE STANDARDS <br /> � 1-8"x8" TEE (FL) ENGINEERS CONSTRUCTION RECORD CERTIFICATION <br /> 1-6" 45• BEND (MJ) THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE <br /> N O 2-8" GATE VALVE (FLxMJ) 12 THRUST RESTRAINT PER COE STANDARDS WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED Z <br /> 1-8" ADAPTOR (FLxMJ) 1-8" 90' BEND (MJ) HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE O z <br /> 13 <br /> .o THRUST RESTRAINT PER COE STANDARDS NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL <br /> THRUST RESTRAINT PER COE STANDARDS W <br /> -o OBSERVATION, CONTRACTOR INSTALLATION NOTES AND � W Z_1-8"x8" TEE (FL) 1-8" 45' BEND (MJ) FIELD MEASUREMENTS BY THE CONTRACTOR. THIS <br /> 3 O 1-8" GATE VALVE (FLxMJ) 14 THRUST RESTRAINT PER COE STANDARDS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD LLI Q 2 a- <br /> 5 THRUST RESTRAINT PER COE STANDARDS SURVEY. THESE PLANS ARE FINAL CORRECTED PLANS rn <br /> 1-8" 22.5` BEND (MJ) = Q <br /> 15 AND THE INFORMATION SHOWN ACCURATELY REFLECTS <br /> o I 1-8"x6" TEE (FLxMJ) THRUST RESTRAINT PER COE STANDARDS EXISTING FIELD CONDITIONS AS OF THIS DATE: W <br /> O4 1-6" GATE VALVE (FLxMJ) 16 1-8" 11.25' BEND (MJ) 11/01/2023. THE ENGINEER HEREBY CERTIFIES THAT, O co WW <br /> THRUST RESTRAINT PER COE STANDARDS O THRUST RESTRAINT PER COE STANDARDS BASED UPON THE METHODOLOGY DESCRIBED ABOVE, p r <br /> 1-FIRE HYDRANT ASSEMBLY PER CITY 1-8" PLUG (MJ) W/ MARKER CONSTRUCTION SHOWN IS CONSISTENT WITH THE O O W Q <br /> � O OF EVERETT STD. DETAIL 507 17 DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY1. O) ` <br /> i I -DEADMAN BLOCKING W SHACKLES � W 5 <br /> REPRESENTS THE EXISTING CONDITIONS, PER <br /> O6 1- FIRE DEPARTMENT CONNECTION ASSEMBLY 18 PRESSURE REDUCING VALVE CONTRACTOR PROVIDED RECORD INFORMATION. W <br /> �' O PER CITY OF EVERETT STD DETAIL 521 m <br /> '� 1-8"x8" TEE (FLxMJ) <br /> 3 I O 1-8" GATE VALVE (FLxMJ) 19 CONNECT TO BUILDING. RPBA FOR DOMESTIC NAV TIFI <br /> THRUST RESTRAINT PER COE STANDARDS SERVICE AND DCDA FOR FIRE SERVICE <br /> DATE- <br /> 1-2" DCVA PER CITY OF EVERETT STD. LOCATED INSIDE BUILDING. SEE MEP AND FIRE BY_ <br /> OS DETAIL 520 PROTECTION PLANS FOR CONTINUATION. <br /> 0 1-IRRIGATION METER 20 1-8"x10" TEE (FLxMJ) <br /> a I 1-10" GATE VALVE (FLxMJ) <br /> O 1-2" RESILIENT SEAT AND 2" OPERATING NUT. THRUST RESTRAINT PER COE STANDARDS <br /> 1-2" HEAVY DUTY GATE VALVE 1-10" 90' BEND (MJ) <br /> 0 0 <br /> NOTE: USE MEGA LUG RESTRAINTS OR EQUAL THRUST RESTRAINT PER COE STANDARDS <br /> ON ALL MECHANICAL JOINTS LARGER THAN 2". 22 1-10' 45' BEND (MJ) Q <br /> i THRUST RESTRAINT PER COE STANDARDS <br /> °J THRUST RESTRAINT LENGTH SHALL BE PER 23 1-8- GATE VALVE (MJ) A� <br /> i ITABLE 5A. C-3 1 <br /> Know what's below <br /> Call before you di <br />