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HomeMy WebLinkAboutS-048807I 9066AWOM05 Rye; A16 j Lij C LINE A (SEE SHT.C-8) W s mout Z. 22' FROM RV-90 7' �=ROA4 H056 IS. 1_ TA,iO,%%9.�+ )LINE A ?_15 12 9- MANHOLE CONNECTION: ED rl.; I - � �c4wov i 'f': 1", �2 r D*Do LIME c C /6 �k&of WATER AilE 01 R I-j - 271.41 f <1 NO. // Al li I lu: bl, T H B4'�51N 1-1-7- ?160(o Ate l9n4 ST ,/FGc-IF(EXIST. PIPE NEW M.H.j , �OA(: 'f I_OC,.qT W/ DROP CONNECTION) 9A ", 44'w4TaR vA.v;"-' 1- 9 F'e OA02 HOUSE z N '_91�_� E Ve;zi4.5l§?4 1:67/3 s 5 1 7— Iz NE 9 r1i .... .. ... .. 1 If 1 iwm�L iJ�7ER "ILVE 6 'fs (�o 1 4­w.. 1 u I c/o I-OCA rf0Aj -4 .WATER A4E 7-Ok I '�FXOM f 2*7B;`�-'F ...... ... ... ........... 4 9 Tht tsr �Eo 81 &OCAr 10Alf! . -.1111--1 .......... _Q Nil -T E� "vi 2 -_-_------ LLJ z FROM vy WA (x wm DE. Z6y-, 94 S �Z'� wm LLJ wm CD wm a L .2".." _-STA 24,79:49 Z -7i NO - I Z7 "w 7 7 . ... . ...... ..... +� 18's[) LLJ 79 7. - ------ % : .,' 91(oo u 3 /0 ;N E 9THI c ... .... ... ... ....... 2 ..... ... .. ... .. . ........ ... .. ... ..... 2 . . .......... __Zz� 7V- .9 _Z� _/0 _4 ZZL-- - lz/z . ............ . . 4� . .. . ... _27 w 4 WN m - ----- Wm 8-s �vm <-L i 4Q ITSD / f . I CD IV in . . . ............ VALVE. T ;7- f W 278.04 Y, wm" A10. 10A-. 77-?,- R't-1 ... i ... . . ... ..... c 314r -0)27 tNLJI :::27G.M E @6 ($E. CE 5,12 _0 . .. . ...... ... L... I p ------ Lu Io?�4-q _r ?_505 AIE 9 T14 5T 1 'k, 7w -mH _14Cr.,.',jjj�;jT10Af I LE& ,,,4,-rg -Ir- (v " = WA To -36 9, ­ . .............. clq Z/443-5�&, 14 ------- 4/0 1-0 TA. �515� A nor If FROMH VH '/5 T NO. 12 T" 25 Ro qr W 7 ------ v -Z�_,05AIE -C4'r Lo YbM 5 am w _Ro t E- ieee5.5:39c, S 41 14 '7'FROAd �R' 0 . RIN! 277,3�i k/Od-Se E 109 - . I TIOAl STA. 2m-� 22 69-11fo I - "L I All 4 'FROM 'K FT-1 MANH MANHOLE F MANHOLE 'CONNE�TION C E CONNECTION 2 2S? ,#11ORoAA WATER WA 262A g7-ep I v MH NO. I J -I- N 9�188.644; 910 .6 '7 (EXIST. PIPE NtVV M.N.1 11 (NEW PIPE NEW M.H.) REFERENCE NOTE C _7 E i ffl,9i�� 1�1,' _q;9 4. f CTRL. PT. 4 E W/ DROP CONNECTION) CTRL. PT. NO. 5 LINE A — PLAN (D CONSTRUCT NEW 6" PVC SIDE SEWER W1 CLEANOUT. CONNECT TO AND BACKFILL M.H. W1 SAND. 9,FRdA4 HOUSE SHEET NOTES: 1 20' EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE SEWER W1 CONCRETE. CONSTRUCT NEW 6" D.I. SIDE SEWER W1 CLEANOUT CONNECT TO I. SEE SHEET G-2 FOR GENERAL NOTES. CONSTRUCT 48" DIA. M.H. PER CITY OF RENTON DETAIL DWG.BR28 EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG EXIST. SIDE SEWER W1 CONCRETE. PROTECT ALL UTILITIES. (SP PAGE 80711. CONNECT TO EXIST. PIPES (WHERE SHOWN). CONSTRUCT NEW 6" D.I. SIDE SEWER W1 RISER AND CLEANOUT. 2. OR CUT AND PLUG EX /ST. SEWER MAIN W1 CONCRETE (2 C.F., MIN.) CONNECT TO EXIST. SIDE SEWER AND NEW SEWER MAIN. PLUG ALL TRANSFERRED. EXIST. SIDE SEWER W1 CONCRETE. J. DO NOT DISRUPT OPERATION OF EXIST. SEWER MAIN SERVICES UNTIL CONNECTION CAN BE MADE TO THE NEW TESTED AND ACCEPTED SEWER MAIN. AFTER NEW SS IS OPERATIONAL AND SERVICES INSTALL DROP CONNECTION AT M.H. FOR EXIST. SEWER PIPE (3) PROTECT EXIST. 12" SS SEWER MAIN. (NO CONNECTION BETWEEN PER CITY OF RENTON STANDARD PLAN, DWG. BW18. THE EXIST. 12" SS AND NEW 15" SS MAINS IS PERMITTED). O AFTER NEW SEWER MAINS HAVE BEEN TESTED, ACCEPTED PROTECT EXIST. Y.H. LEAVE IN SERVICE FOR 6" AND 12" SEWER. AND ALL SERVICES TRANSFERRED TO NEW SEWER MAIN, AND EXIST. M.H. TO TWO FT. BELOW GRADE CONSTRUCT 72" DIA. M.H. PER CITY OF RENTON DETAIL DWG. BR28 REMOVE DEMOLISH AND PLUG EXIST. SEWERS W1 CONCRETE (2 C.F., MIN. PER PLUG)- (SP PAGE B071). CONNECT TO EXIST. PIPES (WHERE SHOWN). 290 290 280 MANHOLE LANDINGN ------------ --------------------------- r -------------- ------ Q GROUND EXISTING ------------- - - -- -------- ------ 280 270 L ------------- ------- -- ----- -- -------- EXISTING SS (TYP.) -------------------- - - 270 Q) S 260 LLJ 250 40 /5"S5 s '-54 1;' LF /6" SS S 0.0169 D.I. PIPE D.I. PIPE 0.06*6 qq;ZL) F ZZ '51, ss ('j (n c:) Ly P� 0 2 0 5 /. �IPE Z�� z M L) �t LLJ Z� - c NI ot go IT CO A b (b (I 6 ZZ C) No 240 L) ip- Lj 0 o� L - Tf 'j b cm:Z'j wf _L�LLLI_LLL_LLL_o__ CC13, ct- 240 C). A Lj LQ LLJ tu c; Lij Lu LLJ �j Fp �!mj 230 230 /8+00 19+00 20+00 21+00 22+00 3t 23+00 24 +00 uj cu STATION 00 0% 14 -a LINE A — PROFILE 00 oz ov WAS HORIZ.: 1 20' A VERT.* I"= /0' NN CITY OF RENTON DEPARTMENT OF PUBLIC WORKS HIGHLAND SEWER REPLACEMENT REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS SUBMITTED WARNING 0 LINE 'A' PLAN AND PROFILE wwp— 13-04881 STA. 18+00 TO STA. 24+00 '12 GYM I DESIGNED: DATE: FILE NAME: 3/93 0 1 OjEqr ENGINDER I, C. D - PLAN REVIEW DATE — 1p? tA IF THIS BAR DOES NOT MEASURE I° DRAWN: DPA [EXPIRES: 12/13/ 4 - -73 SCALE: AS NOTED FIELD BOOK: PAGE, WASTEWATER UTILITY DATE PZCOXO DlUW*Jrq -A!S BUILT IDC7P deJ33 g4j9eCIjM CHECKED: _)g*e7 THEN DRAWING JAM S M. MONTGOMERY R. C. E. NO. NOT TO SCALE. CONSULTING ENGINaRS. INC. I NO. REVISION SHEET: =.F- BY APPR. DATE SHE IA I I f I I 1I I I I A I I I A I I — — I — A