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. c�E8 <br /> rop <br /> `�- .-tM �� �, C450 MATCH --1, ~ I <br /> . LINE 5H5T -- �,___ <br /> Imo; 1 n IT-• <br /> -3l W ry Mk <br /> I—,_ YI J Mk <br /> L-1'-I----- <br /> I I`y—, <br /> ut cc <br /> Q W` > �f I I A <br /> wo <br /> -7f1 n --..„..,_Illea§ ._7---_-—g �f <br /> /y <br /> -OO—O 'O — --. 0 0 O—O—000-0-0-0-0-0-0-0-0-0—•— O O— -• O • LLO—O—O—O—O <br /> —• E6+00 'NORTH LINE E7+00 _ . il.._L <br /> 24'W 24"W �24"W 24'W 24'W, EDW' I i r- <br /> CENTRAL LINE i . <br /> "w —24 J —24'W 24"W 24'W —24'W •u ,24"W ,� �- '-'' .. I <br /> CENTRAL LINE I Th_ - <br /> 333 <br /> zK Irr, _,r <br /> m_i VICINITY <br /> .7. an <br /> 2 SCALE:1"=500' <br /> "' ' CONSTRUCTION NOTES <br /> 1. CONTRACTOR TO VERIFY EXISTING PIPING LOCATIONS,ELEVATIONS,AND <br /> ;°^- OUTSIDE DIAMETER. <br /> To 2. INSTALL TWO NO.4 AWG STRANDED BOND WIRES FROM PIPE FLANGE <br /> TOP TOE TOE TOE TOE TOE TOE EOt TO VALVE/JOINT FLANGE(BOTH SIDES)USING THE THERMITE WELD <br /> 2.5•PVC - - METHOD,PER SHT CP1. <br /> Sot 3. WRAP DISMANTLING JOINT W/TWO LAYERS OF 8 MIL POLYETHYLENE. <br /> ro�T <br /> - --- - 6"01 p TOF 6"DTGB TOP 6'p�V ?OP W — 4. ALL FLANGES SHALL CONFORM TO AW WA C207 CLASS E. <br /> N_... . road TOP TOP 6•DI 14OP IUN <br /> ® In 5. WHERE VERTICAL SEPARATION IS 8-INCHES OR LESS BETWEEN THE <br /> �' m • ' • • • . • __,_ • ; CONC WALK s OUTSIDE OF THE PURPOSED WATER PIPELINE AND THE EXISTING <br /> Iti-.-_- __---- --- -- _ .._ -- .. —-- - UTILITIES,THE CONTRACTOR SHALL INSTALL ETHAFOAM 220 PADS THE <br /> •II - - - `- ___ ___ _ ENTIRE WIDTH OF THE VERTICAL SEPARATION AND EXTEND THE PADS A <br /> `li- - - -- - - _� --- - MINIMUM 2-FEET IN EITHER DIRECTION BEYOND THE OUTSIDE <br /> • II <br /> - -- - - - DIAMETER OF THE CROSSING PIPE. <br /> I.: PLAN <br /> 6. NORTH WAT R MAIN PRO TIED,6'OFFSET TO CENTRAL WATER MAIN. <br /> SCALE: 1"=20' <br /> 7. CONTRACTOR TO PROVIDE VALVE BE PAD FOR EACH BFV IN UNPAVED <br /> AREA,PER DETAIL 1,SHEET CD11. <br /> 52 8. TRENCH SIZE,BACKFILL AND SURFACE RESTORATION SHALL BE BASED ON <br /> G 350- ------------ ------------•••--•--- -- - -350 EXISTING SURFACE TYPE AND RESPECTIVE TRENCH DETAIL,PER SHEET <br /> • CD13. <br /> w <br /> a • <br /> 9- ALL STEEL PIPE SHALL BE WELDED UNO. <br /> ^ 345-. _.. ___ _ _. .. . _.___ - _.__ -__._.. i__. -- .-345 <br /> E <br /> m <br /> z in <br /> • a KEY NOTES <br /> 40)N356536.29,E1300625.79 <br /> d o w <br /> N 340 - -. -- .. .-_-- _ _ _ _340 1-24"STL 45°BEND,PExPE <br /> 131 <br /> r ' ( 1 ®N356555.44,E1300647.68 <br /> N EXIST GRADE@ a N c1-24"STL45'BEND,PExPE <br /> ,Z,� 335 - _.__ _.._- -.___ _ ----_. ------ '--- - PIPECL „', -- --_.. W<- _.... _...-- _... 5 F4 N356529.72,E1300653.48 <br /> 0 <br /> I P — _ _ n <br /> W a m 1-24"STL TEE,PExPExFLG <br /> d 3 \ _ '�^'" 1-24"BFV,FLGxFLG <br /> m <br /> L a zw - <br /> 1-24"STL• SPL,FLGxPE> - _o uc - IE=324.5 <br /> '6"- r 330 ' e, 330e i FS N356554.04,E1300653.57 <br /> 0 24"STL W 5a).001 i 1-24"STL 11.25'BEND,PExPE <br /> o°-m m , j 24•STL�W 5+-019 IE=324.5 <br /> c v <br /> N LL I I z4°STL w INSTALL TEST STATION AND REFERENCE <br /> 1.-; 325. _._______.—_-----._.... ..._.---_. .__.__.._.. ..__._ _ --_._,-- -. _.-__------_- .,_L __--5=0.0003-_ _. _ 24 _.- 325 ELECTRODE PER CP-1 <br /> o STA E6+59.0 5R W S_-0.036 <br /> E=326.71 <br /> vs w mD BEGIN VERT DEFL <br /> E."N o n <br /> ,.no <br /> °'¢ 0 Ix I <br /> 320' 7 - -1' - 1 0 <br /> o• E I m n SCALE <br /> t ` i . <br /> •3 I - <br /> ▪al -2 InIIlIlI� <br /> E5+80 E6+00 E6+20 E6+40 E6+60 E6+80 E7+00 E7+20 E7+40 E7+60 E7+80 E8+00 E8+20 E8+40 E8+60 20 10 0 FEET 20 40 <br /> o o`•1 <br /> .t , WATER MAIN PROFILE <br /> f o . SCALE:HORIZ 1"=20';VERT 1"=5' <br /> <2.`. cr <br /> q5 - <br /> D<=,. • REPLACEMENT OF RESERVOIR 2 <br /> o7 i O :Err... DLT ' Mil o:a.v�np <br /> rs_ "a" ' �;�• ' EVERETT CIVIL UTILITY PLANS WATER C440 <br /> �p c >. 02/10/21 CEH PER ADDENDUM NO.2 Checked aal jJ'� PUBLIC WORKS <br /> 0_ >NO. DATE APRVD PLANS REVISION <br /> FOR Review <br /> 4. y murraysm►�h` NORTH AND CENTRAL LINE PLAN AND Sheet No. <br /> rvt CO - __ o { v 3+eetW 9820 WORK ORDER UP3658 PROFILE — 2 43 <br /> '° BID CONST RECORD •7,y°j}g�� Everett WA 98201 <br /> o O ,DemL a 425.257.8800 everettwo. ov 126 <br /> a Li ? ACTION DATE APRVD ACTION DATE_ APRVD ACTION I DATE APRVD B <br /> Miami <br />