5900 36TH AVE W Utility Plans 2024-12-04

\\nav-bel-file.Dlb.corD\Droiects\washinaton\Everett\soundview\2drawinas\EVSV 1311J.dwa Nov 17. 2023 - 2:58DM o_ 00 N I N 0 N 0 z o, H 0 c j 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 _ I �� 1. OFF -SITE WATER IMPROVEMENTS T SHALL BE IN ACCORDANCE WITH I I I N:348667.74 1B COE STANDARD DWG. CONSTRUCT E:1285241.50A NEW 8" WM 4' (OUT TO OUT) COE 15' WATER LINE EASEMENT 7I I I 11 I 663 LF 12" CPEP TIGHTLINE (A SOUTH CONNECT TO ROOF DRAINS ADD SDCO AT CORNERS 15.5' I, \ FROM EXISTING 6 WM. CONTRACTOR SHALL REMOVE ii AND REPLACEALL REMOVED MATERIALS I 2. CONTRACTOR TO VERIFY NEW 0 15 30 60 UILDING A f (siO WATER MAIN SEPARATION FROM THE EXISTING SEWER MAIN IS TEN FEET MINIMUM. SCALE: 1 INCH =30 FEET FFE=346 198 LF 8" DI I i i II Q LEGEND WATER MAIN PIPE RIM TO GRADE I h^� DOMESTIC WATER PIPE I I h l 2 mill WATER METER I I I M V I G 612 LF 12" CPEP TIG (A EAST) WATER TEE I I ►� CONNECT TOO ROOF DRAINS I GATE VALVE/ ADD SDCO AT CORNERS I/ FIRE HYDRANT RIM TO GRADE O N:348472.01 I o /,/ FIRE DEPARTMENT CONNECTION I E:1285171.13 i `L J 90' BEND I �n 45° BEND 7 LF 6" DI k 22.5' BEND I �T 11.25° BEND _-_---_-_- ------------- O N:348472.18 ,�I( ` ----- 3a2------------- E:1285164.15 ocon DCDA h • h��!/ �z own DCVA PRESSURE REDUCING VALVE / I I \ / 1 77 LF 8" DI 370 LF 8" DI -343 77LF8" DI COE 15' WATER LINE EASEMENT I M --------------------------------------517 LF 8"-DI -- 16 LF 8" DI- � I I O N:348403.03 ----------------- N:348388.16 16 15 E:1285464.80 Ap - - - - - - E:1285234.50 w W �/ /1 6)" O N:348345.77 ------------------------------------------ -- 17 LF 6" DI I Q W E:1285556.86 -------------------- I \ O N:348386.31 I i E 1285058.77 L - E: 32850 8.33 O 48369.77 N:348394.91 14 15 N:348372.79 4 E:1285162.05 O 8 W W 356 E:1285490.81 �F 8„ 35s 3so 3s1 N:348383.81 p 357 362 363 364 365 366 367 ,tn� �1 E:1285150.33 14 368 369 ^�' 370 371 372 373 `I ' 16 N:348350.48 374 375 376 ,/ 11 I O E:1285534.98 g I / 377 376 379 380 1 22 LF 8" DI 361 362 383 384 5 1 CUT AND CAP o / / 38 n N / 6 m / 38 1 v o n / 7 ^ / 38 EXISTING WATER MAIN 366 - / ^� `° ^� n N ^� / 369 1 1 ! ! / i ^a / / 390 391 3�3 TO BE DECOMISSIONED y ^h ^ e / 392 1 M ^ / 393 (BY COF) M ^ ro / 1 ^ o � v M i a WATER SCHEDULE 3s1 390 ! ; M� �� / CONNECT TO EXISTING WATER MAIN 1-2" METER PER CITY OF EVERETT STD. ass 394 393 392 ! i0„a 1 1 1-8"x12" TEE (FLxMJ) 10 DETAIL 502 Sys 397 ! �° / / 1 1 O 1-8 GATE VALVE (FLxMJ) ass h / I I 1-6" 90- BEND (MJ) apt aoo a 1 THRUST RESTRAINT PER COE STANDARDS 11 04403 402 ti� ^// I ' O THRUST RESTRAINT PER COE STANDARDS �g 1-8"x8" TEE (FL) 1-6" 45° BEND (MJ) 2-8" GATE VALVE (FLxMJ) 12 THRUST RESTRAINT PER COE STANDARDS COE 15' WATER 1-8" ADAPTOR (FLxMJ) 1 _ �o �, 1 THRUST RESTRAINT PER COE STANDARDS 13 LINE EASEMENT N:348211.24 O N:348200.88 THRUST RESTRAINT PER COE STANDARDS / E:1284681.06E:1284810.84 N:348182.96 7 LF 6" I �Ro�� 1 I 1-8"x8" TEE (FL) 14 1-8" 45- BEND (MJ) 78 15.0' E:1284832.43 N:348197.44 N:348191.04 1 O 1-8" GATE VALVE (FLxMJ) O THRUST RESTRAINT PER COE STANDARDS L---------------0 E:1284948.79 -- - COE 15' WAT LINE EASEMENT 14 E:128516223 81L8 B�D145 .402� 1 I THRUST RESTRAINT PER COE STANDARDS ------------- O 1-8" 22.5° BEND (MJ) 7 LF 6" DI _ _ _ _ 403- - - - - - _ 1-8"x6" TEE (FLxMJ) 15 THRUST RESTRAINT PER COE STANDARDS ---- 11 O4 1-6" GATE VALVE (FLxMJ 1-8" 11.25' BEND (MJ) _ 9 LF - - - - - W -4oa- - 1 1 16 THRUST RESTRAINT PER COE STANDARDS - - - - - - - - - - - - - - _ - - - - - - - _ -aos 1 1 I O 1-FIRE HYDRANT ASSEMBLY PER CITY 17 1-8" PLUG (MJ) W/ MARKER - - - - - 193 LF 8" DI 23 LF 8" DI I I ;; - ;� 1 1 I OF EVERETT STD. DETAIL 507 1-DEADMAN BLOCKING W SHACKLES 1 O6 1- FIRE DEPARTMENT CONNECTION ASSEMBLY PRESSURE REDUCING VALVE -aos- 1 1 18 PER CITY OF EVERETT STD DETAIL 521 N:348201.97 O N348200.13 1-8"x8" TEE (FLxMJ) I E:3 8201.9 0 E:1284840.3 0 N:348204.37 O I -aa7- l0 1 O 1-8" GATE VALVE (FLxMJ) 19 CONNECT TO BUILDING. RPBA FOR DOMESTIC E:1284948.96 5 212 LF 8" DI O4 N:348185.46 k 1 THRUST RESTRAINT PER COE STANDARDS O SERVICE AND DCDA FOR FIRE SERVICE • N:348185.57 E:1285167.57 I LOCATED INSIDE BUILDING. SEE MEP AND FIRE 1.5 L� 8 DI 10 E:1284814.46 19 I _408-- 1 J 1 1-2" DCVA PER CITY OF EVERETT STD. PROTECTION PLANS FOR CONTINUATION. I N: 2 819 8.6 O ILL 1 I O8 DETAIL 520 :348204.41 N:348200.78 6 19 LF 8" DI I I � 1-8"x10" TEE FLxMJ E:1284669.59 23 O E:1284948.61 I 1-IRRIGATION METER O (FLxMJ) E:1284814.84 I o 1 20 I _apg_ d- 1-10" GATE VALVE (FLxMJ) WALL -MOUNTED PIV N:348177.57 14 N:348178.53 I 1 1 9 1-2" RESILIENT SEAT AND 2" OPERATING NUT. THRUST RESTRAINT PER COE STANDARDS N:348180.74 E:1284948.15 11 E:1285174.16 I II O 1-2" HEAVY DUTY GATE VALVE 21 ( ) I E:1284818.34 11 I 1 1 NOTE: USE MEGA LUG RESTRAINTS OR EQUAL 1-10" 90' BEND MJ THRUST RESTRAINT PER COE STANDARDS 1 ON ALL MECHANICAL JOINTS LARGER THAN 2". 22 1-10" 45' BEND (MJ) -a11-- I THRUST RESTRAINT PER COE STANDARDS COE 15' WATER LINE EASEMENT I 11 THRUST RESTRAINT LENGTH SHALL BE PER 23 1-$" GATE VALVE (MJ) II -412_ - I TABLE 5A. BUILDING B 155' I 1 -a13- 1 1 ENGINEERS CONSTRUCTION RECORD CERTIFICATION I 1 THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE -41a-• 1 I WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED FFE=424 202 LF 8" DI I I 1 1 HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE I I I NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL I I I -415- 1 1 OBSERVATION, CONTRACTOR INSTALLATION NOTES AND I 1 FIELD MEASUREMENTS BY THE CONTRACTOR. THIS I I -a1s- 1 1 DOCUMENT DOES NOT REPRESENT A DETAILED FIELD I I 1 SURVEY. THESE PLANS ARE FINAL CORRECTED PLANS _ I 11 AND THE INFORMATION SHOWN ACCURATELY REFLECTS ___ -417 1 I EXISTING FIELD CONDITIONS AS OF THIS DATE: --- -----�-alp / I -. -- I I 1 1 I 11/01/2023. THE ENGINEER HEREBY CERTIFIES THAT, 1 BASED UPON THE METHODOLOGY DESCRIBED ABOVE, --r-423/ \ 7 LF 8" DI I i -416- 1 CONSTRUCTION SHOWN IS CONSISTENT WITH THE 0 F47/ DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY 2423 1423 N:348007.80 --a1s- 1 REPRESENTS THE EXISTING CONDITIONS, PER 0 E: 1285169.43 CONTRACTOR PROVIDED RECORD INFORMATION. Q a 421 \ / 4$2 1-1 \ ,\ -420- �1 NA V TIFI ®� \ a22 / I / N: 348007.18 ___DATE__�I/ _____ Know what's below SEE SHEET C-3.1 FOR CONTINUATION Call before you di C 00 \ CD Z o o rn CID0 RECORD DRAWINGS J °D E o �O U O � U gi ci or) LLI N N f0 ww Q � d ; O m L_ O 0D 3 ai Lo N M 7 � m :3 d � y � Z W �� O Z Q W Q2 W �< 07 � O co W Lo 0 0W W a IL m W C-3.3