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N - __.. -: ._..' , -- -- I o CENTR NE C J I'J 1.1'i� E- '-.
<br /> AL I L
<br /> _. ,. •I SIN I ;- --
<br /> RESERVOIR NUMBER 4 • 3 1 �1
<br /> __ •
<br /> TRANSMISSION UNE 3
<br /> k_il_____EC09LOCK I", ' • .W CONC WALK r ' . I • --_'I ♦ - r1_
<br /> 35 • 6"01 w 66 DD'' -
<br /> 6Pwlt- 335 ' UG PWR f' - �.,• .. _ MI W \248p"DI W\ .` - •;'F - , I }_
<br /> E _ - TOE _.__ _. A3.00 UG PWR UG PWR _-__ -335 j .f - '+° 111 7
<br /> 3$'�y+r B6'W 536„W 36"W _- UG PW T - "4..: El
<br /> -� -r - -.. - --._ter T .. _ / CHLORINE /J_ • CONNECT © I
<br /> �> - 4f
<br /> 34p --� - E _ 0"2 . r.•. / BUILDING _ ya�� v I' EXISTING TNig
<br /> ----_ EDW'
<br /> - - _, _ - - ... TO "'s,, ° WELL,EXACT ,u,I : ALIGNMENT' I - -7' r--I, �'•.1
<br /> _ TOE - `Y� /II� ���i ymmita
<br /> M
<br /> .. „t:r• POTHOLING REQUIRED 77--7�7 1.- --yrj/:
<br /> LOCATION TBD p _.t, J��
<br /> NT'Q"
<br /> _
<br /> z Ka ! 'O' ___--fora ._ ).\.-�'�2 W✓\'\- \�--\\•\ \\2ntD/w.•\ 2�a"I31W \- _ '�... '��J� - r �O TO CONFIRM DEPTH OF 1 - ,
<br /> 3 __-_:. s -... _, ALIGNMENT"W" .I - - ,v u __. / c 36"PIPE AT - 1� •-!--
<br /> EXISTING j L ,
<br /> -`_ - - -.. 1' -- -A1 ,' .. - t a0 �'� POINT OF CONNECTION - _
<br /> m 3 TOP .,w �36 � o o ,.I___
<br /> _ '-a, ., 2 L' ''''It-:� s.:. 4 - _ _ VICINITY0
<br /> "
<br /> o - ` KEY NOTES ��-__ - d ;Gn .p -".i ALIGNMENT ASPHALT SCALE�
<br /> 'D-"�� -� --TOE - - Toe : Top T"NSMISSION C' �n• I AS N355988.68,E3300883.41 Cl N355990.89,E1300811.11
<br /> Toy- TOE LI E 4 -? ">,';,`.w,�;''' ` _-•1• a q,. ;•ram•• TRANSMISSION 1-36"x36" STL TEE,PExPE 1-36"x36"TEE,PExPE
<br /> i-OE _ _ feu , - LINE 4 -
<br /> 1-ACCESS PORT
<br /> , Tcp - _ ° _ _o`o�D--o o- TOP 1.\, � 441 _ r. -. CONNECT TO EXIST C2 N355981.99,E1300810,73
<br /> z4� wc°c-\gs\.,\ '24, '24'&5 W\
<br /> ‹•: �EDWARD VEt
<br /> '�: ^.. `• __ _TOP _. - .= � � '-•- _ TOP
<br /> ..- - TOP �� v0+69 • • '/ io+DD ;:� s' 1-TB, i-36"BFV,FLGxFLG
<br /> w < :,:,u. W .TRH„ 70P, r 4„m W :"5n..yy / 11.! q .i`} 14 "."•4°SiCYV`'�I 48' W REFERENCE
<br /> ELECTRODE
<br /> STATION& 2-36"STL SPOOL,FLGxPE
<br /> •
<br /> +:.;..:,.�•:y -� 8 D -. 3• ` � 14 .vo yy REFERENCE ELECTRODE PER CP-1
<br /> =z IW !. ;l
<br /> •`"'•---.. . S7Lv - - •AD _6'•. \ A2 N355989.33,E1300862.68 O 1-48'X 36"STL STL TEEOPExPES
<br /> ''(( .awu`'t�' �..tt � �y'•� TE"°SWNII W.\ a•�ai�i. Y ,�.
<br /> i!-t :'xL�q,7r�1 .•\..\ �(Al 1..t:wY`.�.!R..c• �1�•fEii[ O
<br /> Vi a:..- ,.f!,-,. JLZT t:
<br /> 10, 1-36"BFV FLGxFLG 2-48"STL SPOOL D PE
<br /> 8.'STtYt\ „.a.,
<br /> T11 'S"
<br /> -= - - � ��: - � - ����j �� _�� • •/ 2-7` -- 1-36"DISMANTLINGJT&TIE BOLTS 2-48"STL 45°BEND,PExPE
<br />--'. ��K-�G'blk W"�a\\\ \\\ \ T>�'fLNVC• _ ,� � OH P
<br /> - ASPHALT i - � CON C7 !L•?" _ - - 12'C 2-36"STL SPOOL,FLGxPE 1-ACCESS PORT
<br /> worDriO �•' - :,:,
<br /> •H • ' R OH - •
<br /> A 1111 Poo" - - VB&EXTPERCITYSTDSOS RESTRAIN ALL EXIST JOINTS400'
<br /> '"_'_ S , jam 6 vIH •MB \ �� TRANSMISSION EXIST G TO `J TRANSMISSION UPSTREAM,SEE DET 3,SHT C014
<br /> 1I�� �:•_ CD9
<br /> i.. o o.a ` • •' r,Lu ,,' LINE 2
<br /> OH• Ilik
<br /> LINE 3 N355993 60 E1300683 80
<br /> ..._ -t+ �� ��d ..40 CKEPoL o •N r•.. . , ® HEDGE _ .,., a ... , _.
<br /> ------------_�\` ,,,_ --- - 2916 " 01-36"STL45°BEND,PExPE C4 N355957.72,E1300786.11
<br /> 11, NOV -- T • ALIGNMENT"T" t J A
<br /> e _ _:. , �0 CONCRETE �� ALIGNMENT"V" I 1-36"BFV,FLGxFLG
<br /> \ �\ p'' P o �'G 11. ,\ 6"T `I� •,, 14 • 1 A4 N356026.19,E1300651.97 1-DISMANTLINGJT&TIE BOLTS
<br /> \ k• y LO INV NATL�R-ESt 1-36"STL 45'BEND,PExPE 1-08"x36"STL RDCR,FLGxPE t EXISTING
<br /> RESERVOIR NUMBER 2 I F ,I CONNECT TOArk o Ss LE 1-48"STL45'BEND,PExPE
<br /> PLAN EXISTINGNU
<br /> CIN355990.05,E1300840.90 1-48"STL SPOOL,PExPE
<br /> 10,000,000 GALS. POTHOLE INFORMATION TABLE i�i,Ii� 1-36"x36"ST1 TEE,PExPE 1-36"STL SPOOL,FLGxFLG
<br /> APPROX DEPTH TO SCALE: 1"=20' CONNECT TO 20 10 0 FEET
<br /> POTHOLE# UTILITY SIZE © 20 40
<br /> 82 N355981.05,E1300840.42 Dl N355942.27,E1300781.80
<br /> OI •
<br /> TOP OF UTILITY EXISTING 1-36"BFV,FLGxFLG 1-36" BFV,FLGxFLG
<br /> 45" W 36" 1-36"DISMANTLINGJT 1-36"STL 45'BEND,FLGxPE
<br /> 0 &TIE BOLTS 1-36"STL SPOOL,PExPE
<br /> Pa II 72" W 48" 2-36"STL SPOOL,FLGxPE 1-36"STL 45'BEND,PExPE
<br /> 350- - - • ---•- - - --•- _ _._._......... .................._......_350 VB&EXT PER CITY STD 505 RESTRAIN ALL EXIST JOINTS 340'
<br /> E ® 52" W 36" UPSTREAM.SEE DET 3,SHT CD14
<br /> i B3 N355957.51,E1300839.71
<br /> •
<br /> O 43" W 48" 1-48"x36"STL TEE,PExPE D2 N355957.78,E1300768.11
<br /> 3 1-48"STL SPOOL,PExPE 1-36"x36"CROSS,FLGxPE
<br /> E 345 y---- ._._- -__.-- __• ._ _.+ __ __._. ._ • __. .. _ -_. . 1-48"STL 45°BE PExPE 1-36"BFV FLGxFLG
<br /> i n + m ?-- ?--_- - -- -345 1-ACCESS PORT 1-DISMANTLING JT&TIE BOLTS
<br /> . ,
<br /> d N c s, ; FINISH GRADE m oa a 81' O 1-36"WYE,FL21.46 2-36"STL GxPE
<br /> PExPE
<br /> A'
<br /> t I 3 3 I a M ,; N o m O 1-48" TL 45'BEND,PExPE 1 48"x36"RDCR,FLGxPE
<br /> o •n EXIST •
<br /> GRADE@ ^:., 3`O t',f
<br /> 340 -__.-- -`-....__ _ _I. -_..__�- ._ . .- .. ..�w .. -- �m - 1-48"STL SPOOL,PExPE
<br /> a '_.._i...._ I + F I m Z_. - r-PIPECL am a a.O1.+.-_ ..Nz-.. _ .m aN '340 CSN355974.93,E1300768.54
<br /> I : W I w a^ t'l /i // ,_, N„_, N„ o a",w,> BS N355971.92,E1300787.18 1-36"BFV,FLGxFLG
<br /> r`� 1/ _ = W i - -- _ - w '�r - 1-36"BFV,FLGxFLG 2-36"STL SPOOL FLGxPE
<br /> d _- « - - 1 '-r - s - - - - _ - ` - - - - - - 1-DISMANTLINGJT&TIE BOLTS
<br /> 335 -- _.-------.____. -..____.._-_- _-_____T ._._._..-1.. -- ,_-._-;--.---. -_ - ---_-_' .. -_..- __ ___..1_L _.� - - 1 335 1-48"x36"STL RDCR,FLGxPE D4 N355991.79,E1300769.06
<br /> �i
<br /> 5 « I ' ( I I 1-48"STL SPOOL,PExPE 1-36"x36"STL TEE,PExPE
<br /> w �^ i I I t •
<br /> • 1-36"STL SPOOL,FLGxPE
<br /> d 004 __--- _.-.-__ 36"STL 5�001--- nl `, 36"STL S '
<br /> -•u m I I I : + `'/ 1-36"STL 45°BEND,PExPE
<br /> E.m ( , =O.Ql1 STL 5=0.004 36'STL 36"
<br /> W I r I ; 1.__- j-__ _--__f_ __. '_ 5-0.01114- s--0.0035 Ij • CONSTRUCTION NOTES
<br /> + t I 36"STL 5-0.004 '--' _ ...__ 36. - -0_._ �---
<br /> 330 - �36"STL;5�. -----r ----- �% V% .-.
<br /> I _kIJ 1. CONTRACTOR TO VERIFY EXISTING PIPING
<br /> U 36"STL�5-0,000-
<br /> 0 o• g II LOCATIONS,ELEVATIONS,AND OUTSIDE
<br /> w i 1 1 1 DIAMETER.
<br /> 5" i0 , , ! _
<br /> 1,-o' 325 ---_-__ -..---- -+--- .. _--_---i._._._... _..__. - I ' _ 2.INSTALL TWO NO.4AWG STRANDED BOND
<br /> • I. . r.__.-.._ ;- i_ -_-_ .... _ _.. . -__-__._._.__
<br /> a � I � � ! � -�-��i WIRES FROM PIPE FLANGE TO VALVE/JOINT 2-FEET IN EITHER DIRECTION BEYOND THE
<br /> &i I ;
<br /> r. ' FLANGE(BOTH SIDES)USING THE THERMfTE � OUTSIDE DIAMETER OF THE CROSSING PIPE.
<br /> S o "6 D I 1 . WELD METHOD,PER SHEETCP1.
<br /> w u "'n 1 ( 6.TRENCH SIZE,BACKFILL AND SURFACE
<br /> v, 2 ( I - • 3. WRAP DISMANTLING JOINT W/TWO LAYERS OF RESTORATION SHALL BE BASED ON EXISTING
<br /> _¢ 320 Y-_.._.._ _... .L--- _i ._-.__. _____-;- -___._ L-..____. ___.._.-_ __ -.._ _ - _... _ - .. -__ _ _. -__.. _.. _._.-__. ....._ -... ._..._. __.... .320 MIL POLYETHYLENE. SURFACE TYPE AND RESPECTIVE TRENCH DETAIL`
<br /> EL d I I j 1 PER SHT CD13.
<br /> o w 6 - I - 4.ALL FLANGES SHALL CONFORM TO AWWA C207
<br /> i
<br /> IN
<br /> ALL INSULATING FLANGE
<br /> - 8 -"-`--` �•-----_--�'--`'I I . I CLASS E. 7.ALLTD DISSIMILAR PIPING MATERIAL.IT BETWEEN
<br /> +
<br /> Yw S I
<br /> I '
<br /> - •II I WHERE VERTICAL SEPARATION IS8-INCHES OR
<br /> .ii•, 315 -- --G-^---- 1-•--------•-•------- ------- - -1----• -+------ +315 LESS BETWEEN THE OUTSIDE OF THE PURPOSED 8,CONTRACTOR TO PROVIDE VALVE BOX PAD FOR
<br /> z to Lg A4+20 A4+00 A3+80 A3+60 A3+40 A3+20 A3+00 A2+80 A2+60 A2+40 A2+20 A2+00 A1+80 A1+60 A1+40 A1+20 A1+00 A0+80 A0+60 A0+40 A0+20 A0+00 A-0+20 A-0+40 WATER PIPELINE AND THE EXISTING UTILITIES, EACH BFV IN UNPAVED AREA,PER DETAIL 1,
<br /> 2.6 INLET LINE WATER MAIN PROFILE THE CONTRACTOR SHALL INSTALLETHAFOAM 220 SHEETCD11.
<br /> PADS THE ENTIRE WIDTH OF THE VERTICAL
<br /> a a 1-':.
<br /> SCALE:HORIZ 1"=20';VERT 1"=5' SEPARATION AND EXTEND THE PADS A MINIMUM 9.ALL STEEL PIPE SHALL BE WELDED UNO.
<br /> n I mI Designed
<br /> Drawing
<br /> c o a �. ::' "n" :OV'1 -A' IM
<br /> • EVE R E T T REPLACEMENT OF RESERVOIR 2 FA CIVIL- UTILITY PLANS - WATER C410
<br /> CheckeE xo I% 02/10/21 CEH PER ADDENDUM NO.2 t q%, --IY/�Y' PUBLIC WORKS
<br /> NO. DATE APRVD PLANS ISSUED FOR D•signR•"kw`e"tl ';,,, .1 murraysmith INLET LINE WATER MAIN PLAN AND Sheet
<br /> LL � 32000edarStreet 37
<br /> �t o _P_ .s•� Everett,WA 98201 WORK ORDER UP3658 PROFILE
<br /> v BID CONST RECORD �ma, o0`. j 425.257.8800 everettwo.gov 126
<br /> 1°--LL' w ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD or Total
<br />
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