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HomeMy WebLinkAboutD-295208COMBINED DETENTION /WATER A PORTION OF SW 1,/4, SEC.3, T.23N, R.5E, W.M. z QUALITY VAULT 174'x2O'x10 SEE A V✓v VCV 1�B .5' T) +14.0 NOTES: � B STA 185 +44.0 � (21.5' LT) ; 18 Na SIiC -i CO) 1 1 20.6' LT I I `t I GAS LINE TO BE 0 I� 8 STA 183 +93.0 ( ) I X DENOTES NEW STRUCTURE, SEE THIS PLAN (19.8' LT) !;�l / SEE PROFILE U I ' / ABANDONED I CONNECTS TO OR LATERAL PROFILE DWGS AND STRUCTURE ON SD17B. v g 20 LF OF 6" PVC �� y9 EXISTING NOTE DWG FOR MORE DETAILS 2 ROW, TYP SYSTEM 20 LF OF 6" PVC I� B STA 186 +13.0 _ ;I 2 B ST 184 +93.0 ^ IT� (21.0' LT) j 15 I i / 16 I - - - - - - I O DENOTES EXISTING STRUCTURE AND /OR v (20.4' LT) 8 Z - - �\ \ ; �..- - - - - - o PIPE/CULVERT REMOVED - - - - - - - - - - - } \ ° t 1❑ ADJUST SEWER TMANHOLEMT o ,. 4S i o o GRADE IGAS W • ,• � -�r�' - : - r•"'� - � 0 2❑ CONNECT SIDE SEWER ads N3 V - 11. I 32 I -- - NOTE 10 - -�t - 5 - - s -: s 5 s - s -� -- = s -- s- -- - c.r -^ -- - - -�Y- -- �- / "��yy I _- c__.... ___ Q P PLUG EXISTING STORMDRAIN PIPE � � i'' 2 � 1 _--- ' s As As cA cos GAS AS cns cns s c As As cns cns cAS' GAS cas ��p� cns GAS .. GAS cAS c (0 D DENOTES EXISTING STRUCTURE TO BE SEE PROFILE - , I SEE PROFILE 24 00 MODIFIED 84100 ON SD17B - 18 -- D_ yALL AVE NE 186•F00 t ON SD17 �87t00 - 188m -i- -- - J-- I - - -- ---' W / / • ABANDON STORM DRAIN PIPE IN PLACE W 30 5 P 9 I� II >y 14 � P J X X REMOVE STORM DRAIN PIPE /CULVERT N w - - "' -- _ny _ 2 - -- - - J - -T r- -r - - -r - r- r r T r- -r - - ■r - T - - -_1 i°,I ._._. -r. -- -. - -- ".--------- 'r- -- r - - -t.- r. - - - - - r - - -I (D 1. STORM DRAIN INVERTS ARE MEASURED -. �•�- - fitr -� /�/ -f-k / -1/ / -/*1 / %E/ /��/ =�f �/ / -'t/ / /� / %/r / /e / +/ ; /r.l. l / -�/ / / -/" /-r/ / / i - /.- �-1_ n /_ -/ Y°1 __., I- FROM CENTER OF CATCH BASIN. - SE"E -N OTf'_'I'0. -- i -a -- --- --�--� ' i- C- =. _ - -' =L - -- ' r - --- r ----1 -! - - r T 2 -' -r 2. PIPE ZONE BEDDING AND BACKFILL PER 31 rt - a' - - - - 25 WSDOT STD PLAN B55. 20-0 .i} - -- T .- T - T - -- T- T �. U U !Il\ U U U u U U J u _ - u u u u u u -� - -_ - - - - 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE { yV - - - _. ul - \ �, _� I 17 ' I LATERAL PROFILES. \� A\ W �� ! 4. CONCRETE INLET PER CITY OF RENTON Lu ROW, TYP I c7H =� I I I I STANDARD PLAN' B010. SEE PROFILE ygpp tq ON SD17B PROPOSED JOINT UTILITY r _ i 5. CB TYPE 1 PER RENTON STANDARD PLAN. 1 27I I I TRENCH. SEE: DWG UG3. 1 B STA 187 +14.0 I L.� ) ,I SP 8012. ONE PROF LE I ��I I I . I I I (34.1' RT) I LU I i 7I 6. CB TYPE 2 PER CITY OF RENTON I z r I I STANDARD PLAN SP 8027. Z 7. SANITARY MH PER CITY OF RENTON. 11 ADJUST TO GRADE, SOLID STANDARD PLAN SP 8071. LOCKING COVER, INSTALL PIPE ON EAST SIDE 8, ALL FRAMES, MANHOLE RINGS, AND LIDS 18 REMOVE PIPE TO THE EAST, SHALL BE OF LOCKING TYPE PER ,CITY CONNECT NEW DRAINAGE PIPE STANDARDS IN RIGHT -OF -WAY. 9. AREA INLET PER CITY OF RENTON STANDARD PLAN SP B011. 10. EXISTING SD LINE TO BE REMOVED. NEW SD LINE TO BE PLACED IN THE SAME 450 - -- - -- - - -- - - - - -- - -- - - -- - - - - -- - - - -- - -' 450 LOCATION. ......... .:....... .... ...... ... ..... ...... ....... ..... ...... .. PER C Y OF :....... .:....... ......... ......... ......... ::.:..... ....:.:.. ..:...:.. ......... ......... ......... .... 11. ... . ....... . " "' "' " " " "' `" " "' :....:..: ::.:.:::: CONSTRUCT CURB '& GUTTER IT ' ..... ......... ......... . ....... ......... ....... . .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ..... ......... ......... ....... . .. .. . .. .. 440 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... - - -- :.._.:... _ '_._._ - -- - - - -- -' - -- -- - - - - -- -- - - -' 440 ... ..... ... ....... - YPE' -1 ...... -.. .......':. .. MODULAR BLOCK 1 :::::: : ::::::: :: ...... .. : : :: ......... ......... ......... ......... ......... ......... ......... ...... :: .-STA: I.M. 1M 178.8:. 31.9':LT :.. .. WALL, SEE S1'1 ......... ......... ... { ) ! C8 TYP ..1:::::::�::::::::: ....... . ......... ......... ::::::::: :: CB�TYPE :2::¢8 ": :::::::.:: :::::::: ::::::::: ::::::::: :CB:.T.Y.PE 1:::::::: :::::::.. ......... 1M. =.4. 1!. 7....... ........ 15 ...... 1........ : : : : : : : :: .. . ......... ....... Z , 2 ....... g::ST? : 1$fi ±44. Q ;( J:.9' : LT) ......... : : ::::::::: ::::::::: ::::::::: 5 :STA: $3 +83.b: (31,.2:: x) ::: ' :::.. ......... .B. STA .1 5 +00.0. 1.9 . LT.. :::::::::.E:.: N:,S' : = . 418:13: : :::::: : .. _ .. . IZ'IM• •_• 18.74 ... ........ . ... ::::::::: :RIM: r::4 0 :65::: ::::::: ' X- WATER ......... ......... ... ....... 4......... 430 ......... ...... -- -- -- - -- - -- - -- - - - - - - - -- - -- - - -- -- - -- - -- 430 ... ......... .... .. .. ......... ......... ....... - - -- fE ..S N) -� .... ...... .. ......... ........:i:........ ......... 1�,. S '- .41$.89 ......... . ...4)6:43 ::::::::: ......... (( )) ......... :I E: sE 417.3:2: :::::: X 7EL•E :: :::::::: ' I.E:: (E) =418,98 EX-WATE I.E•:t ?; ): °::¢14.: ?::::.'::. :::::::.. .....`. }. ......... ..... '. :.::: " :::: ::::::: ....... ....... XISTING G OUND .... ......... :. ::::::::: ::::::FINISH : GR:ADE � :: ' :...:: :::.:.: :.... \`1 ......... ........ ......... ....... ......... ......... ......... :........ ......... ........ . ......... ....... ......... ......... .. ...... ......... .... .0.80 %....... ...._'- _ ' - _ _ _' '- - _ _ • _•_ 420 . -- _ - �. ._ - ... _._. ;A ... .......- . ...... i .. . - -- -- - - -- -- - - - - -- - - - -'.. - ._ I ......... ........ -- - - - - - -- . ... .. -.. ......... 420 -- 7.5 :,.:..: ......... ....... ........ . ........ 0.50 u _ . ,92� ......... ......... ......... ......... ......... ......... ::::78 : F:::::::. ......... ......... . ...... ......... ......... ......... N ......... ......... ......... ......... ......... ......... :....: EX .3- ..WATER .....12.. P.EP. (N- 2).... _ ....... ......... ......... ......... ......... ......... - - 410 410 -- - ----- ... --- ---- - - - - -- - -- -- - - -.. :EX: 2? ATE - - .. ......... ......... ......... ......... ......... ......... ......... ......... . ....... .. ...... . ......... ......... ....... .. ......... ......... .... ... : : : : :: :: : : :: - 117.4F . ......... ......... ......... ......... ......... ....66.L� .........I.. ...... .::::::::I::::::: :�......... ........ :..:::::: ::.:..... - C. ::1:2 "::CP P. :(N -12 } . ::::::::: ::::::::: ::::::::: ::::::::: ::::12.':CI ?EP P. - 1:2):.:::::: :::::::::I:::::::.: ::::::::: ...... .::: 183 L�....... .. ..... .. ... . ..::::::::: ::... - ...1.2• RCP ..... ......... ......... ......... ......... - I.. 400 _... --- -1 - - -- -� - -- - _.. -- -- - -- -- -- - - 400 ......... ......... ......... ......... ......... ......... ......... ......... ..... ... ......... :::::::: ::::::::: ::::::::: ::::::::: :::::::.. ......::: :::: ::::::::: ::::::::: .... .. ... ......... .. .. i ......... ......... ......... ......... ......... ......... ......... ..EX:8:': �::: :::::::EX 8:': SS ::: ::::::::: ::::::::: ::...::::I:..:.:.:: :::::.::: ::::::::: ::::::..: :: �!. !. :::: :::::::::j: ::::::; ::;::::::;:........;.: ::::::: :::::::::l::::::::: ::::::::: ::::::::: ::::::::: � - 184 +00 185 +00 186.4 -00 187+00. 188 +00. l� 10 0 10 20 20 b 20 VERT HORZ S KC MAP NO. -316-12 scale feet scale feet KEY PLAN r = » :w ,00, do H CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE 3/z CALL 48 HOURS A'`" 33301 9TH AVENUE SOUTH ,m -1 208 � FEDERAL WAY, WASHINGTON NAS 7K. RENTON RECONSTRUCTION BEFORE YOU DIG O BERGER/ABAM 96003 -2600 °` ARM r„° P ping /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS E X e 1 R E E R! i x c. VOICE: 206 31 -2300 ear- roved For Constructio .2"11- 800-424• -5555 ( Y1 JSG DATUM SANITARY SEWER AND DRAINAGE _�SD5 D(PIRES MIE4.mos King County ,``T FAX: (206)`131 -2250 NO. REVISION BY DATE APPR jsc we xo x Robert M. Hanson P.E. ate �' 73 18' PLAN AND PROFILE -SHEET 2 L°rl 5°red a•+ WM A(a I9 2" d VS-52V by Ann°.. - a, Nana• P I2OO4IF4PHT- 04 -OJ7I C4OOI d+gs 107J_5005obg Sa • 7 '