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HomeMy WebLinkAboutS-070105A,00 2-- #6xS'o Tcf s TrP 4 FZACE5 2 5 � RcP Z V �I L = A/;.0 7 - #8 TRB I 'ED TOP PLAN SCALE* 3/8' =1' -0 =ADD Z -'p`8 T& B CDA-V. ,8ck. 8 N ?C/.W 5 /02.33 V,4RI E5- - ...,I/ • - - - - - - ___ - - , . .ww SECTION - 5 SCALE: 3 /e' =1' -0 1-1e /2" f8@ 8a5EE rOF PL A N 1-¢ e /2" rge /3 ',8 @ 8', 014 e 17, Ec 0�6 0/z# 05 e /Z" @ 8 " SEE f5 D T PLAN. E #,4& 1211 r o3 i EXIST" 6o" z' 4) C.C.P W4 TER L /NE i 14'- r., l r' C� SEE 3/5' - 14'- � V512% ,4L TPENCH TOP4T 106,7 5NEE.5 A0P T 103, Z velerICAL TUA(CH 7010 AT 106,7 5EE NOTE __ 5EE NO re) r /zrt�53 NOTE- CAL TRENCH SECTIONS SHALL BE TIGHTLY SHEETED TO THE ELEVATIONS SHOWN. I I C INv -72-' 53 7YP TYP EA, C01414 IZ uF53 II I � n . u� �- ___ ___ Z - •� 7Z" /. P, RCP !N Tf )eC5pr0 2 1 1 1 " - WATEk LWE SLh/G 5 PLAN rF� WATER MAIN CROSSING — DETAIL 8 SCALE: %q"= I11 - 0 3i8"5a sowEr - NSA r6rR L /NE _5Z 1A16 OVER PILES, h'ELD r10 TON 9 /M. WORMING 0z gOG T To Ac_- _ L CHAD) Ex,/57 60", /"0, JL WATER L /A/E 5EE A/C rE 2 a - = - 4!0 /, D, RISER M/% RCDUCM/G -- -, qL 5L A,5 AN,D METi2 FR.1HE - TEMPC7RAR f3ULKNEAD i AND COVE/Z SEE DWGZ r� = = - - -- -� - - -- - - - -- - - - - -- -- --1 —�— - - -� Y ! I I 5EE /DWG 3 I —F4- /2 /ZE /A/F SEE ,- / LENGTH 78 /. D• I rCP PcA A/ & //S If Awl M /N. �;' -o - _ �p SIDE SLOPE Tn _ r o ' a D � 13f DETERM/A/ED ,.:.• ... By CONTTIACTOr2 - III r I IZO 1 I 0 0 P/1 E 5 12/2 /VE ,, I TYPE ,9 /+�1A TER /A L w, + 30 " _TD 4N /Nl/CA TED I 5EE SPECS, - : I 3- - -• = YC2eIA1 G L CW D 0/-*- /000 P S. /, CONIC WOO P.5 ° . / /D TONS B Y THE ; En/c4sFMF>lr IC Fo�QMULA � P= ZYH EA Ch 5 /DE OF WA %ER- o 5 I _ L lNE awr=,&INE, + s + o• / ilERr1c .41 rRENCq „ Sr5rEAf TfvT �,Y1 %Z /.D, 2GP - - # �` _ 1 ► To SE L EFT IN I S. o' M/N, hC�T PLAN _ -- } - - - - i %LACE /O E.4CN I • -- -- I I -- , -- - - : , 510E of wA TE/Z - COLIC. Ertl CASE'MCNT I IO. S MA1C. `--- 6 0EDDI Ale AS PEEP PL �4/V 8 6 ° . LINE C- ENTE2L /NE 3 2 I 94.23 i 3 - -_� _ r �= - n, � - -- . -a - - ° ..; . o = : ° � - _ � SECTION All r -p- T 9s ' • ( SCALE: �4 = 1' - 0 `9 _7•,eCP I 5TA, 1 f00 S$ ° *4• e /Z' 7-45 1., THE SEATTLE WATER DEPARTMENT SHALL BE NOTIFIED TWO WEEKS - -- -- 1 - -S @1Z" _ PRIOR TO CONSTRUCTION. 1 2. THE WATERLINE LOCATION AND ELEVATION SHALL BE VERIFIED �° THEN THE PIPE SUPPORT SYSTEM SHALL BE INSTALLED PRIOR f0 D_ . , - - • _ i EXCAVATION FOR THE 72" RCP. AS CONSTRUCTED �V • ° ► ° o j SECT I 0 N 2 3. NO EQU I PMENT LOAD I NG SHALL BE IMPOSED ON THE 60--1 NCH PATE h N 5 i WATER LI NE. TYP ICAL FLEX ✓T, I THE EXCAVATION ON EACH SIDE OF IXISTING WATERLINE DURING 5EE 0wa 2 + 5 #6 @ 8 " ToP SCALE: E 3/8' = I'- o I 4. CONSTRUCTION SHALL NOT EXCEED A DIFFERENTIAL OF 2' —011. �N c. F. Iv wasy Q f wa s BOTTOM PLAN 5. ANY PORTION OF THE WATERLINE FOUNDATION REMOVED DURING �PQ °F '�� �� ° P� y'ti�,. o CONSTRUCTION SHALL BE BACKFILLED WITH CONCRETE. � - SCALE; 3/8' =1' -0} 6. THE SUPPORT SYSTEM SHOWN IS THE MINIMUM RECOMMENDED. o ,� o o ,� o Cr THE CONTRACTOR SHALL SUBMITALL DETAILS AND A SEQUENCE <c+ G,STE 'k \��v �S,�GIST Ek�����v MANHOLE R 18— 2 OF OPERATION PRIOR TO CONSTRUCTION. s %NAB �� Si�NAL DESIGNED McD METROPOLITAN EIV��IVEERs MUNICIPALITY O , METROPOLITAN S E T T L E R 218 RENTON SOUTH INTERCEPTOR- SECTION I DRAWING NUMBER FILE MANHOLE R18 -2 AND WATER MAIN CROSSING DRAWN — .,%_ BROWN AND CALDWELL CAREY AND KRAMER + � GAGE SYSTEM SHEET NUMBER MCD HILL AND INGMAN R w BECK AND ASSOCIATES SUBMITTE F2ECOMMEtVDED -APPROVED ' APPROVED f APPROVED J AS NOTED DATE MAY 1967 PLANS AND SECTIONS 5 9 CHECKED Design Engmeei - Metropoliton Engineers Protect Engineer - Metropoliton Engineers Chief Engin r - Metropoltton Fngi eers For etroponton,Eng�+ s For Municipolity of Metropoliton 4,W4 OF