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HomeMy WebLinkAboutS-295205It 0 UI LO cc CONCRETE INLET q PORTION OF SW 1/4 SEC -3 T.23N R.5E W.M. NOTES: RIM = 417.59 7 7 TIE WALL UNDERDRAIN IE(W)= 415.59 12" CPEP, FOR X DENOTES NEW STRUCTURE, SEE THIS PLAN UNDERDRAIN INTO EXISTING CATCH BASIN IE S = 415.59 CONTINUATION CONCRETE INLET, 24 DIA. Z O ( ) SEE DWG W2 RIM = 417.38 � OR LATERAL PROFILE DWGS AND 6" DIAM. 17 LF OF 6" PVC 2 I _ _ i IE - 414.88 3 B STA 182 +49.0 ^ I STRUCTURE NOTE DWG FOR MORE DETAILS B STA 179 +24.0 I I (45.2' LT) I W I> SS MH 1 T1_ 11 LF 8 DUCTILE IRON (31.8' LT) I Q 1 I 1 SLOPE = 1.0% ; 25 LF OF 8" W � RE I B STA 182 +44.3 X DENOTES EXISTING STRUCTURE AND /OR C -j SEE PROFILE BELOW I PVC © F 8"0 tea.. (18.9' LT) PIPE /CULVERT TO BE REMOVED 30 1 B STA 180 +33.0 27 I ROW, TYP 2 " (19.2) LT Q B STA B STA 182 +44.3 2 22 LF OF 6 PVC I 1 1 1 22 ' (18.9' LT) R STA 182+ .0 ❑ ADJUST SEWER MANHOLE TO GRADE 26 0 10 LF 8 DI 1 181 +49.6.0 21 20 I 18 (42.0 LT) Ln - 1- / 10 SLOPE 9.5% 20.7 LT 14 CONNECT SIDE SEWER S W INSTALL CLEANOUT FOR DRY SEWER Alll SD -- - - -n D -- -- -- -- -- -- -- -- -- -- -� -- rn - -- -- -�� -- PLUG EXISTING STORMDRAIN PIPE W W W W W W W I + X DENOTES EXISTING STRUCTURE TO BE D O 29 � D D 8� S w - w S w s S w � S - S S � MODIFIED 28 4ENOE9 3 7 , V_ 12 24 I Q / - / -ABANDON STORM DRAIN PIPE IN PLACE 179 +00 � 1 DUVALL AVE. E 180 +00 - - - gp - gp- - `� su - +00 - - - - - - 183 +00 � ~ ��REMOVE STORM DRAIN PIPE CULVERT g 0 0 3 O O DO 1. STORM DRAIN INVERTS ARE MEASURED 4 2 SEE NOTE 9, TYP SEE NOTE 9 25 z FROM CENTER OF CATCH BASIN. w w - - w- w w w M "�^ /�iY - M M M M J 1 = 2. PIPE ZONE BEDDING AND BACKFILL PER 01 WSDOT STD PLAN B55.20 -0 Q 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE L4, a NMI as ,a as � LATERAL PROFILES. - I T� 4. CB TYPE 1 PER RENTON STANDARD PLAN 13 J SP B012. P P ' ROW, TYP C I 15 D _ _D _ _ 5. CB TYPE 2 PER CITY OF RENTON ' STORM FILTER D STANDARD PLAN SP B027. I ' � SEE PROFILE P � P P VAULT 6 x12 x4 I ' ° I ; ON SD17 6. SANITARY MH PER CITY OF RENTON I PROPO ED WATER MAIN STANDARD PLAN SP B071. SEE DWG W1 PROPOSED JOINT UTILITY o COMBINED DETENTION/ I TRENCH. SEE DWG UG2 I I WATER QUALITY VAULT rA 7. ALL FRAMES, MANHOLE RINGS, AND LIDS 3 174'X20'X10' SEE �19 SHALL BE OF LOCKING TYPE PER CITY STANDARDS IN RIGHT -OF -WAY. O3 ADJUST CATCH BASIN TO GRADE, 8. AREA INLET PER CITY OF RENTON SOLID LOCKING COVER, CONNECT PIPE STANDARD PLAN SP B011. TO THE NORTH AND TO THE EAST 9. EXISTING SD LINE TO BE REMOVED. NEW O7 CONNECT PIPE TO THE NORTHEAST, SD LINE TO BE PLACED IN THE SAME ADJUST CATCH BASIN TO GRADE LOCATION. 19 ADJUST CATCH BASIN TO GRADE, 10. CONSTRUCT CURB & GUTTER PER CITY SOLID LOCKING COVER OF RENTON STD PLAN SP F015. 450 450 11. GRADE BOTTOM OF DITCH, LENGTHWISE, " 'EX: CB TYPE, .4:8" ....... .. . .. .TYPE 2 5 . "........ ......... ......... ......... ......... ......... ......... ........ - AT 5.0% SLOPE FROM NEW INVERT 2.6 GONGREfiE INLET.,' 18" OIA ..... ......... ... CB TYPE..1............. ......... ......... ........ . B :STA 1:7.9 +:1:0.0 .... .... B: S.T�k :1?9 7 ;0::::: 2.p ......... .. 1.4 .... ......... ......... ELEVATION IE= 414.26 UP TO MATCH B STA 181 +71.0 42. 5 LT ... ......... .. ... B.. TA- 182 +86-.9- 32.1..LT .... ......... ......... ( - ) :::: ::::26.:0': T ::::::: :::: :::: ::::::(33.:5 ::�T):::: ::::::: ::::::::: ::::::::: ::::::::: ::::::::: :::::::: _ ::: : :: :::::. ::::::::: ::::: _ ::::::::: :::: :::: ::::::::: :::::::::. EXISTING DITCH BOTTOM. CONTRACTOR ( ) ...„ .RIM . - - -416.68 . RIM : 418.97 ... . .... ....... ..... .... .... .... ......... .......... RIM�415.86 :::.. .... .... ......RI:M= :41:0.:3:3 .. ....... . ......... ......... ......... ......... CB :TYPE. 2,::4$ :: :::: :: SHALL PLACE 2CY OF QUARRY SPACES 1p :::I;E....E):: =: .....:::: :: :::I:.E; (N): = :41 :1:7.::::: : 440 .. . .. .... .... .... ......1t .. = . B..STA - 18 +61:1... . ......... ... .. .... ......... .......... 440 AT INLET WITH DIMENSION 3.5 FT WIDE :::: :::I: 40J. 6 ... .... .... ......I :E�( ',S) -409: 1 ...... . ......... ......... ......... ......... (33:5' :LT ::::::::: ................... ::: ;,:::: :::::: ::::::::: ::::::::: ::::::::: ::::::::: :::: :::: ::::::::: ::::::: : ............. . :: GB TYPE . 48..... . ......... ......... ......... ......... .... .... ......... ........ . BY 8 FT LONG STARTING 2 FT BACK OF ''48)'' ... .... .... ......I :EX-W) =4 :1;2.9 ....... . ......... ......... ......... ......... RIM' : 41 f11 ...... ...... 21. OPENING TO INLET PIPE. SEE DWG SD17. :EX 8 TYPE 2, . . .... .... ................... ....... . ......... ......... X: POWER ......... 1.E :: (N ;S) = 413. :83 ......... B STA: 181 +7b.3.. 3 .2 ... ... ......... ......... ......... ......... .... .... ......... ........ . :BSA 178 +5 .8 ... . .... ..CB TYPE. 2; : 48..... ...... . 3 ..... . [.E :: (W):: .413 :93.. .. .. RIM :_::41: .04 :::::: : . 430 029.6': L. :::: ::::::::: :::: : :B: TA :17:9 +39:9 .....: ::..... :: X: TEL:E .. :........ :::::.. I:E. W 415.x6.. ::::::: ::::::::: ::::::::: ::::::::: ::::::::: :::: :::: ::::::::: 430 _rll -RIM 41:4.24 .. ......... .... :::..... ....... . ......... ....... ....... ...... ........ ......... .........I.:E.::(S:): = 415:.06... ...... . ......... ......... ................... .... ... ......... ......... I: E., -408.89 ......... ::R1 = 4415.20. EX:.6 WATER :: :: EXISTING' 'GR UND ..... ......... U:TILI:TY .TRENCH::: . ....(..) ........ ......... .... . ......... ......... ......... ....... ... = 408.83 ......... .... ::I:E. N,S _ 4- 09.32::: ::::::: :::::::::.::::..::.� :.::....: ::::: ::: ::: ::::::::: :::::::::.......... ......... ...... . ......... ......... ......... .. .... .. . ... EX: GABLE:... d ( .) ........ ......... .... (...).............. EX 8 WATER.. .. ....... ...... . ......... ......... ......... ........ .... . ... .... ......... ........ .... ..... ....... . .... ......... ......... ..... ... ... ......... FINI :SH : GRADE' . :: ......... ...... . ......... ......... ......... ......... .. . ... ..... ........ . EX: 2 :: :: ....( } =409.0 ......... .... ::I;E.:C:E):: =:414.6:5..... ... . .. ..... ......... ......... ... ..... ......... ......... ................... . 420 ................... .... .... ................... ....... . .. ....EX..G S. .. ...... ......... ......... ................... ......... ......... ......... ......... ......... .. ,. o. .. .. .. ..... ....... 420 :.. .... WATER :::: :::: ......... : :::::::: .. - - .. - - .. - - - - - - - - - ... - ..`... ......... .. .. - - -. ......... ......... ... :::::�:�:: . ... ........ ::::: .. ......... ...... .... ... - - .5:2 %: .... �.�. :: :: :: :.... ... . .. 0.,03 %.. ... 0.5:3 ... O . :............ -b:$ :: . ....... ......... ......... ....... ... ..... . ... ..... ::. .......... N ....... ~'� �' ............ ..... . 410 ... :EX 23' AVER . ............. ..... .. ...... . ......... ......... ........ ... ............. ..... :9 �F....... 410 V. U. . ....... .... ... ..... ......... ... ......:.. ..... :.. ...... EX 1 :2" : SD... ........ :::::: ::: ::::::::: :::::: :: �� : : ::... ... ::: ::::::::1: " : RCP . ......... ......... ...... ......... ..... .. ......... ......... ... .. t85, LE :......... .. ...... EX..2..WATER ...... ....... ......... ......... .... » ... _ (T :BE. R:EMO .ED) ::14: �F::::::: :. . ......... .... ..... . is .. ......... ......... ......... 1.2 ..CPEP :(N ::12):.. : . :......: ...... .12::CPEP:(N. 1.2) ..:::: ::::::: .... ......... .... .... ......... ......... .... ................... .... . ......... ................... ......... ......... ......... ......... ...... ......... .... ....... ......... ... .. ......... ... .. ......... ......... ......... ......... ...... . ......... ......... ......... .... .SS-MH :#i:48" ......... ......... .... ......... ....... .. .. .... ......... .. .. 400 ... 5 : :�F ..... ::::..... ......: ......... ........ . ....... ......... :::. :: EX :C�::TYP : 2::: ::::.::EX: SS ..... ::::::::: ::::::::: ::::::::: EX : SS:::: ::::::::: ::::::::: ::::::::: :::: B -STA- -182 +4 .3. .18.9. T.::::::: 400 ::: E : :24'.' : CP: P : (N -1:2) .... .:: ::::::::: ::::::... :.. EX :1: ?CPE:P. :(N :1:2)::::: ; :: :::.::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: :::::RIM: =: 41:9.01: ::::::::: ::::::: : ::: T ::BE: NCOD TIED:,: S:EE :::::::: ::::::::: ::::::::: 36 LE ........ .... :: ('18-51 . ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::: 1.:E.: (S): :406.56::::::: ......... M:= :41.7:.1 ... I.:E.: (N:)::= : 40: .5:9.::::: : ......... .. ......... ,,.. ..... . ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ....... .... UC.... ......... ......... _'3G. 'LF .. ....24.. C .... (N -1:2) ::::::: EX :I:E. :(S) := 03:.35... ......... ......... ......... ......... ......... ......... ......... ......... ......... . . : : :: : : : : : : : :: : : : : : : : :: : : : : : : : :: : 24 ": CPEP: (N =12) . ......... ......... ........ _ ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... I. :E.: (E): - :.40:7.0:7...... ......... 390 .... ......... ......... ......... ................... ......... ..................I. (NE)�40 :16...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 390 179 +00 180 +00 181+00 182 +00 183 +00 z w a 10 0 10 20 20 0 20 40 VERT HORZ ° SOME DATA ON RECORD scale feet scale feet KEY PLAN DRAWINGS IS BASED UPON KC MAP N0.316 -12 RECORD DRAWING NAS s�7�, 0 5U SALE INFORMATION PROVIDED BY Ill 19M HORIZONTAL NO IM/1991 �' CITY OF DUVALL AVE NE /COAL CREEK PARKWAY SE 12/21/10 • •. BeraerABAM DESIGNED. NAS RENTON RECONSTRUCTION THE CONSTRUCTION FIELDBOOK: CONTRACTOR TO THE CITY _ DRAW - PAGE. OF RENTON. THE JCR ONE INCH DATUM Planning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS DRANONO NO: 33301 9th Avenue South, Suite 300 CHECKM. AT FULL scalE Approved For construction SANITARY SEWER AND DRAINAGE SD4 CORRECTNESS OF THIS DATA Federal Way, Washington 98003 -2600 IF NOT ONE INCH HAS NOT BEEN VERIFIED. King County (206) 431 -2300 Fax: (206) 431 -2250 NO. REVISION BY DATE APPR m"�sc CAL SEACCORDINOLY Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 1 SHEET. OF. OF.199 Last Soved on Wed Dec 22 2010 at 04.-36PM by Motthew.kumpu /o File Nome. 0.- IFedero/Wayi2004lfAPWT -04 -0321 CADD idwgs Record) Completed Record dwgs iR075 SD04.dwg ScGle: 1