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Home My WebLink AboutS-2148021 EX SSMH RIM= 219.34 EX. 8" SEDER 1E= 214.62 -6' SE; -8' N EASEMENT o Al r# r �X 6 -w $ EX CONCH. WALK � I \ Y 10+00 BEACON AVE S�- F�TO AT RENTON AVE S mil/ 9 v BENCHMARK CITY OF RENTON 0258 LEAD AND TACK AT THE INTERSECTION \ OF THE BACK OF WALKS AT THE SW CORNER OF BEACON AVE S- AND HIGH AVE. S. ELEV. = 355.40 PORTION OF THE SW 114 OF SEC710N 17, TOWNSHIP 23N., RANyE 5E., M" M. ✓ Y� S,A 11 +21.47 -35.5 O SSMH #1 SHALLOW -54- i R /M= 249.42 1E= 246.27 OUT 6- �� lE= 246.37 IN /8' NEW i r BUILD AT END OF EX STUB ; 1 \ / CONTRACTPR SHALL VERIFY IE BEFORE BEGINNING PROJECT j MH W /LO KING LID \ i V \ i / / Y 20LF 610 PVC � S=2Z MIN. GP /G 931� rye° AND MARKED P£O SERWCE EX 8' SE C3 EX. 8' SEWER / Q EASEMENT / EASEMENT / c' 1� A 3340068 / A/F #3340069 10' 7 ASEMENT AIF #740930 29 EX 6' — — \ SERV/CEEEWEI2 !,° N 330 80 D.1. \ S = 17.98 f 71 +5 7 13+ BEACON A I/E. S (SEA E CEOA ' RIVER P/ ELINE /W) 6 "W 2 "G o tt I h / / rye° Oy' 4 / / + 5� / 0 / E \ / c \ � &'w I � \ Y I I f F I G � I STA t-4+.6222 -355 a SSMd-/ #2 SHALLOW 54'" ° 14 IEM3a 305.84. MH WIL CKING LID j SOS 20LF 6 "0 PVC I o I S =29 MIN CAPPED h AND MARKED - - - - -- ----- - - - - -- 74+00 75 +00 10 +00 11+00 12+00 13-+-00 14-+-00 15 +00 - = I N 320 32.0 '--'---------------- ------------- - - - - --- '- '--- "-- '- -' - -' " "- - - - -- ------------------- - - - - -- - - - - -- - '--- ........ "-- "'- ...... .............. .............. ........ - -' -' ------- -''' -. - ------- - - - - -- ------- - - - - -- - --- "...... - - - -' ----------------------------- --- '..... '-- " "....... ......... '- ".......... .............. ... .. .............. .............- . ----- - - - - -- ...... . _ EXIST ROCKERY REPLACE TO PRESENT _ - 310 = _ _ _ _ _ = COND1370N AFTER PIPELINE CONSTRiICTION. = - - - 310 -------- - -- - -- ----- ------- ----- ---- ------ - -- - - --- ........ = ...... --•-----= --------- -------------------------------------- ,..._-- ------_---_- ---- ------- ---- -----'-........__.. ............................... --_---------- ----........................... ---- ------------------------------- =----- ------------------------------- = - - - - -- - - -_ - _...... - ° _.. _ - - - ---' _.... __........._......__... ' 300 300 ....................... ..... .............. ...... .. .............. - .............. - ..... ..... . .. - - - - - -" SiA 14+52.22- 35.5 -' 290 _ _ = SSMH 2 -: SHALLOW 54" 290 ----..--------------- -------------- -=- --- ----- - ----- ----------........ ?_......"°'--'---'-"--"""---'-"'_...............""'........ ...........i................... i................. ........----° - °- -------° ---------- °- -- °....----° --- ---- ----'- - ------'----'-- -----° °---.... ... - ------- ------ ---- ------ ---- ----- ---..... ........... ................. .............. ....------------- _... - _ 312.14 2 = = 05.84 M14 WILOCKING LID dw RCM 280.......... :....... ° - - =- = _ - c 280 "----"""' -° °..........° . ' ............... ........ - - -- ------------ EXIST GROUND PROFILE_ _ S : = AS- _ LT FROM FIELD SURVEY B OUMA INFERS. 3�0� L79gt BUl OA4 S(/R Y'T EN -G' 270 ................ .......... ...... ..... ...... = , _ - 270 _..... " ---- "--- ' -' - - -- - - - -' - - - - -' -----' ........................ .........:........'- "......... ... "- ' ............ - ......... = --------- - - - - -= ......' -" .......------ - - - - -- ............................... ......_.............. -- .......... 260 _ - .__.... = -- ---- ----------- '--- '---- - -.... ' .....- .....- ....:.... "-- '-- - -' - -' ------ - - - - -- -------------------=-------------------=_----------------------------......... ...........................,�.. ' .... ....................................... " .... - - - -- --- - " - - -. -. - - - - - -- ' " "' CITY OF RENTON TOUMA ENGINEERS DEPARTMENT OF PUBLIC WORKS 250 - = _ /. / STA 11 +21.47 -35.5' LT. / j - - -- - - - - -- "' :'SSMH #1 SHALLOW :54" 15668 West Igo /ley Hwy • Seattle, WA 98188 (206) 255 -4100 SA ER •- ° �`- SANITARY SEW EX 6" 0 SS RIM 245.42 6.2%/ lE 246.27 OUT 6 MIKE LOTTO / 1E= 246.371N 8" NEW DESIGNED: c ✓s JOB NO. - - r--''� DATE: MAY 1994 _ _ 240 - - cJS _ C' BUILD AT END OF EX SROYECT. . .. .. .................... - .........-- -=---.. _ T r.,.,.- 685 001 941 .................. _ .- s...n.. e... � ' -. u � DRAWN: scatE Dwc No .. .......... ............................... ...... ....... ' CON'TR;4CTOR...SH�4EL...F/ERfFY - - -- .......... v 1E BEFORE BEGINNING P CHECKED: m. T. I" 20' 68501SSP MH W /LOCKING LID NO. REVISION BY APPR. DATE APPROVED: SHEE1: 2 OF: 2 I I I I 1 1 1 ,b I I I I I I I I I I I I I I Y I I I A I I I 1_ ' ' i &'w L G 10 +00 11+00 12+00 13-+-00 14-+-00 15 +00 - = I N 320 32.0 '--'---------------- ------------- - - - - --- '- '--- "-- '- -' - -' " "- - - - -- ------------------- - - - - -- - - - - -- - '--- ........ "-- "'- ...... .............. .............. ........ - -' -' ------- -''' -. - ------- - - - - -- ------- - - - - -- - --- "...... - - - -' ----------------------------- --- '..... '-- " "....... ......... '- ".......... .............. ... .. .............. .............- . ----- - - - - -- ...... . _ EXIST ROCKERY REPLACE TO PRESENT _ - 310 = _ _ _ _ _ = COND1370N AFTER PIPELINE CONSTRiICTION. = - - - 310 -------- - -- - -- ----- ------- ----- ---- ------ - -- - - --- ........ = ...... --•-----= --------- -------------------------------------- ,..._-- ------_---_- ---- ------- ---- -----'-........__.. ............................... --_---------- ----........................... ---- ------------------------------- =----- ------------------------------- = - - - - -- - - -_ - _...... - ° _.. _ - - - ---' _.... __........._......__... ' 300 300 ....................... ..... .............. ...... .. .............. - .............. - ..... ..... . .. - - - - - -" SiA 14+52.22- 35.5 -' 290 _ _ = SSMH 2 -: SHALLOW 54" 290 ----..--------------- -------------- -=- --- ----- - ----- ----------........ ?_......"°'--'---'-"--"""---'-"'_...............""'........ ...........i................... i................. ........----° - °- -------° ---------- °- -- °....----° --- ---- ----'- - ------'----'-- -----° °---.... ... - ------- ------ ---- ------ ---- ----- ---..... ........... ................. .............. ....------------- _... - _ 312.14 2 = = 05.84 M14 WILOCKING LID dw RCM 280.......... :....... ° - - =- = _ - c 280 "----"""' -° °..........° . ' ............... ........ - - -- ------------ EXIST GROUND PROFILE_ _ S : = AS- _ LT FROM FIELD SURVEY B OUMA INFERS. 3�0� L79gt BUl OA4 S(/R Y'T EN -G' 270 ................ .......... ...... ..... ...... = , _ - 270 _..... " ---- "--- ' -' - - -- - - - -' - - - - -' -----' ........................ .........:........'- "......... ... "- ' ............ - ......... = --------- - - - - -= ......' -" .......------ - - - - -- ............................... ......_.............. -- .......... 260 _ - .__.... = -- ---- ----------- '--- '---- - -.... ' .....- .....- ....:.... "-- '-- - -' - -' ------ - - - - -- -------------------=-------------------=_----------------------------......... ...........................,�.. ' .... ....................................... " .... - - - -- --- - " - - -. -. - - - - - -- ' " "' CITY OF RENTON TOUMA ENGINEERS DEPARTMENT OF PUBLIC WORKS 250 - = _ /. / STA 11 +21.47 -35.5' LT. / j - - -- - - - - -- "' :'SSMH #1 SHALLOW :54" 15668 West Igo /ley Hwy • Seattle, WA 98188 (206) 255 -4100 SA ER •- ° �`- SANITARY SEW EX 6" 0 SS RIM 245.42 6.2%/ lE 246.27 OUT 6 MIKE LOTTO / 1E= 246.371N 8" NEW DESIGNED: c ✓s JOB NO. - - r--''� DATE: MAY 1994 _ _ 240 - - cJS _ C' BUILD AT END OF EX SROYECT. . .. .. .................... - .........-- -=---.. _ T r.,.,.- 685 001 941 .................. _ .- s...n.. e... � ' -. u � DRAWN: scatE Dwc No .. .......... ............................... ...... ....... ' CON'TR;4CTOR...SH�4EL...F/ERfFY - - -- .......... v 1E BEFORE BEGINNING P CHECKED: m. T. I" 20' 68501SSP MH W /LOCKING LID NO. REVISION BY APPR. DATE APPROVED: SHEE1: 2 OF: 2 I I I I 1 1 1 ,b I I I I I I I I I I I I I I Y I I I A I I I 1_ ' ' i