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*� LASE 5TH 3Y '-- --II '
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<br /> (. -YN CASE (+(a �. �/I� ) z I a1 • / • I :
<br /> RIM=offe Pouf30fl' 01� / / m r�-\'!
<br /> •-NUt.302.11'TOP n� .9 7�\ // \ 9 i 1 1 1 L ' -
<br /> _ W/NN7ER Flt Fn W Te'R( t WY CASE K � /
<br /> u=309.43' cif c i'yl' / a- `'''j�11,1M RIM=306.9: I /
<br /> A�AN00YNE" ! 1 t _ _
<br /> T0- PIPE303.03 - :.{ { II � , ` ..sue;
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<br /> P/L — :,M.37912 A�.. . A 3 3 wv CAs OW i
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<br /> 4TROL 3 /' \ " \ "._
<br /> POST INDL^ATOR II I i Ir�`y,
<br /> P/L —
<br /> a VICINITY
<br /> .'�- I i t \ !' SCALE:1"=500'
<br /> �J I f <rroe CONSTRUCTION NOTES
<br /> } I J I 1. CONTRACTOR TO VERIFY EXISTING PIPING LOCATIONS,ELEVATIONS,AND
<br /> �/L — I 'y OUTSIDE DIAMETER.
<br /> TRANSMISSION LINE4 m r .M&N, m I ,
<br /> �7 tp �1 ;_ 2. INSTALL TWO NO.4 AWG STRANDED BOND WIRES FROM PIPE FLANGE
<br /> BERRY LINE .r -?..i 6' TO VALVE/JOINT FLANGE(BOTH SIDES)USING THE THERMITE WELD
<br /> ..'
<br /> METHOD,PER SHT CP1.
<br /> iris,ZN�09.67" I
<br /> TCP PPE=3021T
<br /> '/L — Fl;3F0 w/rwTER i D e ' s it.! /I. 3. WRAP DISMANTLING JOINT W/TWO LAYERS Of 8 MIL POLYETHYLENE
<br /> y etZ 'CONCRETE
<br /> I y4 4 m a� '-�' STA;FS 4. ALL FLANGES SHALL CONFORM TO AWWA C207 CLASS E.
<br /> IW CASE
<br /> LAWN ,� i i)- RIM=309 5. WHERE VERTICAL SEPARATION IS 8-INCHES OR LESS BETWEEN THE
<br /> IT"V7} OUTSIDE OF THE PURPOSED WATER PIPELINE AND THE EXISTING
<br /> \ ;<-m ', UTILITIES,THE CONTRACTOR SHALL INSTALL ETHAFOAM 220 PADS THE
<br /> I IIDf
<br /> AL CONNECTION ENTIRE WIDTH OF THE VERTICAL SEPARATION AND EXTEND THE PADS A
<br /> S MINIMUM 2-FEET IN EITHER DIRECTION BEYOND THE OUTSIDE
<br /> DETAIL ` ?.1 i DIAMETER Of THE CROSSING PIPE.
<br /> ce
<br /> SAN U12 2'
<br /> RIM=311.2S !i ` _ Is
<br /> { `I 6. CONTRACTOR TO RESTORE SIDEWALK IN ACCORDANCE WITH CITY
<br /> CI CYANNEL(N-s)-297.CT I STANDARD DRAWING 312.
<br /> ( A $ t ,S� `0 7. CONSTRUCTION SEQUENCING OF CROSS CONNECTION BETWEEN LINE 2
<br /> r '^ o sum r AND THE BERRY LINE SHALL BE IN ACCORDANCE WITH SPECIFICATION
<br /> n.as ti �� �,' f 11ia0 SECTION 0112 16.
<br /> -w.-nT,>Pr e
<br /> 1 W0 CASE ...,- .� , i g ,4, 8. TRENCH SIZE,BACKFILL AND SURFACE RESTORATION SHALL BE BASED ON
<br /> RIfa=311.64' EXISTING SURFACE TYPE AND RESPECTIVE TRENCH DETAIL,PER SHEET
<br /> ' •a I r `.f 1 _�, CD13.
<br /> w 1 9. ALL STEEL PIPE SHALL BE WELDED UNO.
<br /> c LT EDWARD AVENUE - I
<br /> N ce
<br /> N 4smw \
<br /> ,; VALVE DETAIL / I �i-76 01,5M>
<br /> G I
<br /> as snw 2 48' ` ;� KEY NOTES
<br /> z PvvRYt w CD14 �� '-.i .�, , Gi N356009.88,E1301356.76 G4 N355955.09,E1301344.73
<br /> — yy PoM-31 t.5 i' 1-36"x30"STL TEE,PExPE 1-24"STL SPL,PExFLG
<br /> _Ira W - y'-� RI CASE 1 30"STL SPL,PExFLG 1-24"STL,90°BEND,PExPE
<br /> '1vs'Kp£I- \ •� j�'f ,,+•r \ I RIM=312.2• 1-30"BFV,FLGxfLG 1-24"STL,SPL,PExPE
<br /> A
<br /> - ~- - '- - � '' ;I \ +, - 1-30"DISMANTLING IT&TIE BOLTS 1-24"x36"STL RDCR,PExPE
<br /> 1` °i�\ "fir 1-30"STL,90°BEND,PExPE 1-TB,18 CY
<br /> R 3 ` _e -c._c ,.,./I i .6 '-s—1 iti a w .. ." '", 1-30"STL SPL,PExPE
<br /> OR AN ALE?-� ,_ 11 •^.-/ 1-TB,18 CY GS N355961.31,E1301345.21
<br /> a u a CATER-ESMT RAt=3 39' - I 1 ( 1 W. I'1 - 1-24"STL,45'BEND,PExPE
<br /> m I N} .1'0.51'(6 S } I
<br /> surl t< I 0 VA,CASE G2 N356010.35,E1301344.30
<br /> >w PExPE
<br /> R1M.31341' C F •
<br /> �� II - '' R1M>•312.87'
<br /> tt CHAn1iE•_(S-E)-3m 61 r�1 _ 1-30"X30"STL TEE,LG
<br /> o Er o o _ (=-E s7 1-30"STL SPL,PExFLG
<br /> c of„- tic,E WARD AVENUE G3 N355943.81,E1301344.39
<br /> E I. I !\\mI 2'PE W --- 1-24"BFV,FLGxFLG
<br /> a 3 I. 0 1 t- G I'----- 1-48"x24"RDCR,PExPE
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<br /> k E` SCALE
<br /> 'i W
<br /> ` f iYIY1
<br /> =o o ce , 20 10 0 20 40
<br /> FEET
<br /> PLAN
<br /> a" SCALE: 1"=20'
<br /> O .r Drawing
<br /> °' Nanf ' EVERETT REPLACEMENT OF RESERVOIR 2C490
<br /> 1 7,pI2/23/21 I CEH PER ADDENDUM NO.3 C'�a DEN 40✓ ` PUBLIC WORKS CIVIL- UTILITY PLANS - WATER
<br /> -74_ A.NO.I DATE TAP V REVISION Design Rewev Level "3 murraysmith s el uc
<br /> PLANS ISSUED FOR ' .,a„ Y 3200 Cedar Street WORK ORDER UP3658 FEDERAL AVENUE PLAN AND PROFILE 4,�
<br /> 4 �,,'"'"0'4' Everett,WA 98201
<br /> v'A a, BID I CONST I RECORD I I f_,..z .si` 425.257.8800 everettw0.ov 126
<br /> -ao w Z ACTION I DATE I APRVD ACTION 1 DATE I APRVD ACTION I DATE 1 APRVD )[ f! 9 Of3cial
<br />
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