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Ic a a POTHOLE INFORMATION TABLE
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<br /> 7-grief
<br /> `,. o �� APPROX DEPTH TO 35TM r
<br /> "" POTHOLE# UTILITY SIZE i .
<br /> Fig o .W TOP OF UTILITY I I
<br /> a
<br /> o. 3 63" W 18" i _� , .
<br /> w VI
<br /> �••g '" VALVE •HOUSE ,i ei M j. .,
<br /> / I1 1
<br /> Li ,�11
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<br /> \ N357088 25 J -a �r
<br /> N �` E1300831.05 ^'^ -I I�
<br /> Off^ I ...,\ \ "-/ I IIII
<br /> S`n 4 __
<br /> •
<br /> a ® �/,� I T U VIA - `\ , CENTRALLINE 1 _NNE . ,; I T }
<br /> — _ � W� LANTER ,e A 1 M i : �
<br /> ENO ptA�EF ' .- \ ,= 36W Fri N..
<br /> - �® N
<br /> ® t777 �` �9ii. £ \� \ l VICINITY
<br /> SCALE:1"=500'
<br /> $ 3 7t8076 ��v. 1215 0 IL&
<br /> E1300823.36 i /1 \ ,O 1 •8732
<br /> __ d m \ 1 CONSTRUCTION NOTES
<br /> RESERVOIR NUMBER 1 I�' RESERVOIR NUMBER 1 - I - ,- I 1. CONTRACTOR TO VERIFY EXISTING PIPING LOCATIONS,ELEVATIONS,AND
<br /> WEST TANK EAST TANK I i OUTSIDE DIAMETER.
<br /> I e, € w , I. '' I ,f Oy 2. INSTALL TWO NO.4 AWG STRANDED BOND WIRES FROM PIPE FLANGE
<br /> o NORTH LINE i 1 TO VALVE/JOINT FLANGE(BOTH SIDES)USING THE THERMITE WELD
<br /> •� v O° //j, I \1\ r METHOD,PER SHT CP1.
<br /> \\ T - - E / 1 1 $ \ 3. WRAP DISMANTLING JOINT W/TWO LAYERS OF 8 MIL POLYETHYLENE.
<br /> ` o s� _. I ASPHALT 3O3 I s ® 4 ALL FLANGES SHALL CONFORM TO AW WA UV CLASS E.
<br /> - - / N, 13 \fir 5. WHERE VERTICAL SEPARATION IS 8-INCHES OR LESS BETWEEN THE
<br /> E
<br /> ��s '. ago s _ OUTSIDE Of THE PURPOSED WATER PIPELINE AND THE EXISTING
<br /> Toe 1 .4.._ - ASPHALT ---, I� FOOTING SHALL INSTALL ETHAFOAM 220 PADS THE
<br /> m
<br /> O o o I c OON UTILITIES,THE CONTRACTOR
<br /> . - _ O EcoD_•cK Lt _ _- �� GRASS !1.4
<br /> PADSA
<br /> ` 3--=o==cam gt ''8 DIRECTIONMINIMUM EITHER BEYOND THE OUTSIDE
<br /> � �n me - 1 iiIr - .� V� I
<br /> ENTIRE WIDTH OF THE VERTICAL AND EXTEND THE
<br /> TOP I , ' lI
<br /> _ ° r /� ,nF P1�TP�H DIAMETER OF THEFEET ICROSSINGPIPE.
<br /> PLAN C450 LINE 6. NORTH WATER MAIN PROFILED,6'-8'OFFSET TO CENTRAL WATER MAIN.
<br /> SCALE: 1"=20' 7. TRENCH SIZE,BACKFILL AND SURFACE RESTORATION SHALL BE BASED ON
<br /> ✓ EXISTING SURFACE TYPE AND RESPECTIVE TRENCH DETAIL,PER SHEET
<br /> :ECD13.
<br /> 295- __--•--_�. .._.._._._----------295 290-._....- --- _.._.- --------290
<br /> w 8. ALL STEEL PIPE SHALL BEWELDEDUNO.
<br /> c
<br /> m
<br /> 9. INSTALL INSULATING FLANGE JOINT BETWEEN ALL DISSIMILAR PIPING
<br /> •" 2 MATERIALS.
<br /> °' 290 290 285 -285-E �
<br /> z ¢
<br /> ' EXIST GRADE @
<br /> n
<br /> D+o 2 i o+o 2 PIPE CL KEY NOTES
<br /> t
<br /> oo I o 0
<br /> M
<br /> 285 ' - 7 - 285 280 i a 280 ® N357040.42,E1300862.36
<br /> �_
<br /> e IXIST GRADE @ ? •
<br /> _ s •
<br /> 1-24"STL 45°BEND,PExPE
<br /> 14 o PIPE CL 8 - _ M u N357048.39,E1300870.57
<br /> W j 280 --��, r------+0-- -, -----.__-----�280 275 - ` � 9....._ ...'275 1-24 STL 45 BE PExPE
<br /> " ND
<br /> oit
<br /> j n ZW �v
<br /> N357078.68,E1300825.22
<br /> �3 a -> �W �> <$-�` CONNECT TO EXIST
<br /> 15 C. r u ly srt�0 �u ` _�"w- _ 1-24"x18"STL RDCR,PExPE
<br /> 0so . 0 20 1-18"DI SPL,FLGxPE
<br /> ", H 275 - - --�-----._... '-__Z s + - _-275 270 ------_ _. _.._. ___._._ _._.---- - - .-- - -270 1-18"DI COUPLING,MJxMJ,RESTR
<br /> g C I f 2 W '• b X t
<br /> 0 0 mo "4"d)t t to O \ {{� i v,So ' e 4 N357086.15,E1300832.85
<br /> „o u ws0 ^v ` _t 1 CONNECT TO EXIST
<br /> d . 0% ?4",yh 1-24"x18"STl RDCR,PExPE
<br /> a 0 I° 270 ------- :-._..._ _ ._.,--- :1` -- i--- - --t-- ---- 270 265: -- _..--- - -- __ .- - - 265 1-18"DI SPL,FLGxPE
<br /> d ' ! �olay. 1-18"DI COUPLING,MJxMJ,RESTR
<br /> m e a Z> r,LI
<br /> lo
<br /> v, 265 ..- •__.__ ''------- i. -� i :265 260 _._ i... _.._... _. _ - _JJ"'((1. 1 260
<br /> c
<br /> d .i_`�
<br /> o E I ' • SCALE
<br /> Z 8 I 1 .
<br /> rfiErSiiii
<br /> m 2 260' I -.....--i__.__-. i - i __.___l__-_._,_-..-_.i -___-_-260 255 ----------- _-i_...__._._-_._._�___._-.___-'_-• __..-__--.--_-, 20 10 0 FEET 20 40
<br /> 3 E13+40 E13+60 E13+80 E14+00 E14+20 E14+40 E14+60 E14+80 E13+40 E13+60 E13+80 E14+00 E14+20 E14+40 E14+60 E14+80
<br /> al a NORTH WATER MAIN PROFILE CENTRAL WATER MAIN PROFILE
<br /> f c SCALE:HORIZ 1"=20';VERT 1"=5' SCALE:HORIZ 1"=20';VERT 1"=5'
<br /> a H,
<br /> DesiDLT � ` EVE RETT CIVIL— UTILITY PLANS — WATER o,wC
<br /> ned
<br /> o Drawn Hai ter = REPLACEMENT OF RESERVOIR 2 C460
<br /> szt E RI o L 02/10/21 CEH PER ADDENDUM Checked QH i ', PUBLIC WORKS
<br /> N u 0 N0. DATE APRVD REVISION Desig:Review level •.� y
<br /> murraysmith NORTH AND CENTRAL LINE PLAN AND Sen,Ho.
<br /> PLANS ISSUED FOR14,24.01r.
<br /> . 3100CedarStree[ WORK ORDER UP3658 PROFILE — 4 45
<br /> A$ N, fp*aaarsv.,0,- Everett;WA 98201
<br /> m �, BID CONST RECORD I -"' eier eL 425.257.8800 everettwa,gov 126
<br /> ,a ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD -5 L
<br /> 1.L5.LL - Of Total
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