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\\nov-beI-file.pIb.corp\projects\wa shin gton\Everett\soundview\2drowings\EVSV-131J.dwg Nov 17, 2023 - 2:58pm NE AND SE 1/4, NE 1/4, SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. NOTES _ SEE SHEET C-3.5 FOR CONTINUATION _ 1. OFF-SITE WATER IMPROVEMENTS c SHALL BE IN ACCORDANCE WITH 0. 77N:348667.74 16 COE STANDARD DWG. CONSTRUCT E:1285241.50 NEW 8" WM 4' (OUT TO OUT) U I COE 15' WATER LINE EASEMENT W I I � � FROM EXISTING 6" WM. � I 15.5' CONTRACTOR SHALL REMOVE Q 3 I� AND REPLACE ALL REMOVED C H MATERIALS IN-KIND. W 2. CONTRACTOR TO VERIFY NEW 0 15 30 60 •g WATER MAIN SEPARATION FROM SCALE: 1 INCH=30 FEET B N UILDI G A M THE EXISTING SEWER MAIN IS I I O � 1 TEN FEET MINIMUM. FFE=346 9$ LF 6" DI t 663 LF 12" CPEP TIGHTLINE (A SOUTH) I "' O CONNECT TO ROOF DRAINS I \ LEGEND ADD SDCO AT CORNERS G -W- WATER MAIN PIPE RIM TO GRADE ^? / m _ DOMESTIC WATER PIPE Po/i Z B WATER METER I 612 LF 12" CRIER TIGHTLINE A EAST WATER TEE CONNECT TO ROOF DRAINS----] GATE VALVE ADD SDCO AT CORNERS JR FIRE HYDRANT RIM TO GRADE O N:348472.01 I FIRE DEPARTMENT CONNECTION E:1285171.13 ^ 90'BEND pp I 7 LF 6" DI 45°BEND m ^ Z k -A, 22.5° BEND 0 1 may/ '� 11.25°BEND o w C/ _7 ------ N:348472.18 " DCDA- ------------------ E:1285164.15 �342DCVA � PRESSURE REDUCING VALVE 77 LF 8" DI ^IX I 370 LF 8" DI I I / 77 LF 8" DI COE 15' WATER LINE EASEMENT - ;! M O N:348464.80 517 LF 8 DI I "� N:348388.16 Q 16 15 E:1285464.80 p 03 ---------------------------- E1285234.50 21------------------------------------------------- w O 7 LF 6' DI W _ ---------------------- 1 N:3483454�� P9 ___ � I O� W E:1285556 x 4 N:348386.31 N:348369.77 -------- N:348394.91 14 j OE:1285058.77 - E:1285058.33 O O 5 E:1285162.05 I 15 N:348372.790.81 49 W E:1285490.81 <F z 357 }58 360 361 N:348383.81 8.. z 359 362 365 E:1285150.33REc1S7E4Q'�`1{iFe 363 364 }66 367 368 .o I SSIONAL @1ao O / 369 373 I I 8. 255344 E:18U 37 375 376 /+N 377 b7a RECORD DRAWINGS 379 380 0 1 22 LF 8" DI 381 382 / / / 383 384 / 1 I ti ,� a h 3e5 3s6 / 1,�, 1 CUT AND CAP O M h M ,� l � � 387 �I EXISTING WATER MAIN ,`O ^ / / / / / 389 389 390 391 3i3 1 I TO BE DECOMISSIONED J p 0 E 392 393 1 11 I (BY COE) M /U 11 WATER SCHEDULE v x � > 39t CONNECT TO EXISTING WATER MAIN 10 1-2" METER PER CITY OF EVERETT STD. F v a c W 39a 392 m 393 / I 1-8"x12" TEE (FLxMJ) DETAIL 502 W3gg ae h / O 1-8" GATE VALVE (FLxMJ) N 400 399 m I I 1-6" 90' BEND (MJ) C`J (= oa ao3 402 401 •'�� I 11 I THRUST RESTRAINT PER COE STANDARDS 11 THRUST RESTRAINT PER COE STANDARDS �l ;5 1-8"x8" TEE (FL) 1-6" 45' BEND (MJ) LLi 11 O 2-8" GATE VALVE (FLxMJ) 2 THRUST RESTRAINT PER COE STANDARDS L� W Aga 1-8" ADAPTOR (FLxMJ) 1-8" 90' BEND (MJ) a(n COE 15' WATER 11 THRUST RESTRAINT PER COE STANDARDS 13 -N:348211.24 ao 1 THRUST RESTRAINT PER COE STANDARDS w o o� LINE EASEMENT O5 N:348210.88 t E:1284681.06�E:1284810.84 N:348182.96 8 7 LF 6" DI �ao3 1 I 1-8"x8" TEE (FL) 14 1-8" 45° BEND (MJ) �' 15.0' E:1284832.43 EN:348197.44 N:348191.04 1 O3 1-8" GATE VALVE (FLxMJ) O THRUST RESTRAINT PER COE STANDARDS 3 � E:1284948.79 COE 15' WAT LINE EASEMENT 14 N:348192.12 E:1285173.45 .ao2� 1 I THRUST RESTRAINT PER COE STANDARDS °''� d 4 L------ - ------- E:1285161.23 15 1 8 225° BEND (MJ) oy� > 0 7 LF 6' DI ------ ---- ------------------ - 8 LF 6" DI .ao3 1-8"x6" TEE (FLxMJ) O THRUST RESTRAINT PER COE STANDARDS o� a� d N =- ---- ------- - I O TH6' GATE VALVE (FLxMJ) 1-8" 11.25' BEND (MJ) 'm a - --------- - 9 LF -404-- RUST RESTRAINT PER COE STANDARDS 16 THRUST RESTRAINT PER COE STANDARDS -- W __ I I O 1-FIRE HYDRANT ASSEMBLY PER CITY 17 1-8" PLUG (MJ) W/ MARKER z 193 LF 8" DI 23 LF 8" DI - - -405 1 I I OF EVERETT STD. DETAIL 507 1-DEADMAN BLOCKING W SHACKLES 1 I O6 1- FIRE DEPARTMENT CONNECTION ASSEMBLY PRESSURE REDUCING VALVE >u -ao6- 1 I 18 PER CITY OF EVERETT STD DETAIL 521 N:348201.97 O N:348200.13 1 3 I 1-8"x8" TEE (FLxMJ) 7 CONNECT TO BUILDING. RHEA FOR DOMESTIC E:1284680.80 O N:348204.37 O 407__ Ip 1 O 1-8" GATE VALVE (FLxMJ) 19 SERVICE AND DCDA FOR FIRE SERVICE E:1284840.89 E:1284948.96 5 212 LF 8" DI O4 N:348167.57 6 I THRUST RESTRAINT PER COE STANDARDS O N:348185.57 E:1285167.57 11.5 LF 8� DI 10 LOCATED INSIDE BUILDING. SEE MEP AND FIRE v, E:1284814.46 I 1 I 1-2" DCVA PER CITY OF EVERETT STD. � 19 -ao8 � PROTECTION PLANS FOR CONTINUATION. N:348204.41 N:348200.78 N:348191.53 g II 1 I 8O DETAIL 520 I 23 9 E:1284948.61 O 19 LF 8" DI ''1 1t9 I 1-IRRIGATION METER 1-8"x10" TEE (FLxMJ) E:1284669.59 0 E:3 8 200.7 40 o 1 20 Z -ao9-- �" 1-10" GATE VALVE (FLxMJ) .o WALL-MOUNTED PIV N:348177.57 14 N:348178.53 I 1 I I 9 1-2" RESILIENT SEAT AND 2" OPERATING NUT. THRUST RESTRAINT PER COE STANDARDS Z N:348180.74 E:1284948.15 11 E:1285174.16 40-- 1 11 O 1-2" HEAVY DUTY GATE VALVE 21 ( ) uj 3 < 3 I E:1284818.34 11 1 1 I NOTE: USE MEGA LUG RESTRAINTS OR EQUAL 1-10" 90' BEND MJ �l THRUST RESTRAINT PER COE STANDARDS Iu > Z J ON ALL MECHANICAL JOINTS LARGER THAN 2 22 1-10" 45' BEND (MJ) w = IL °J -att 1 THRUST RESTRAINT PER COE STANDARDS � Q rn -o' I COE 15' WATER LINE EASEMENT 1 o I I THRUST RESTRAINT LENGTH SHALL BE PER 23 1-8- GATE VALVE (MJ) w 1 -412- TABLE 5A. (.0 w BUILDING B 55' 3 11 O 1 413-- 1 ENGINEERS CONSTRUCTION RECORD CERTIFICATION O W j I 1 1 THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE O) CC W Q WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED W 7Z FFE 4�4 202 LF 8" DI -ata I HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE M� W I I 1 NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL W 3 I -415--- 1 1 I OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS 1 DOCUMENT DOES NOT REPRESENT A DETAILED FIELD 416_ I 1 SURVEY. THESE PLANS ARE FINAL CORRECTED PLANS --------- --- I AND THE INFORMATION SHOWN ACCURATELY REFLECTS ---o --- __ EXISTING FIELD CONDITIONS AS OF THIS DATE: a a - -4zo -- I I I 1 I 11/01/2023. THE ENGINEER HEREBY CERTIFIES THAT, 7 LF 8" DI _ 1 BASED UPON THE METHODOLOGY DESCRIBED ABOVE, az3/ -a18 1 CONSTRUCTION SHOWN IS CONSISTENT WITH THE a LI 1 DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY / 423 -419- 1 REPRESENTS THE EXISTING CONDITIONS, PER Q �472 423 / O N:348007.80 CONTRACTOR PROVIDED RECORD INFORMATION. 1/ \ / 1 / E 1285169.43 Q 0 4z1- A\ // 4$21 1 -420- �I NA V TIFI 1/ N:348007.18 C-3.3 ___DATE__�i1-___- Know what's below. ' 422 � � � � ��/� � � � � � � � � � � Ili 12�ir53 5 ,� -az,- � BY- --- - SEE SHEET C-3.1 FOR CONTINUATION Call before you di