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HomeMy WebLinkAboutS-29520700 0 0 �I 0 O M ti O - � I� m W Z_I JI U a � lip 450 430 410 ROW, TYP SD E= 423.78 A PORTION OF NW REMOVE EXISTING STRUCTURE AND REPLACE WITH CB TYPE 1 � B STA 198 +19.0 1/ I i 4, SEC-3, T.23N, R.5E, W.M. I.E.(E)= 416.65 I.E.(W)= 416.70 a � t---REMOVE EXISTING STRUCTURE II AND REPLACE WITH CB TYPE 1 1 TV- u u - -- - -- - -- u CB TYPE 1 B STA 200 +91.71 \ CB TYPE 1 48.2' LT B STA 200 +88.9 RIM =424.5 V 47.8' LT IE(W)= 422.49 EXISTING RIM =494 7 IE(S)= 420.78 F12" CONC PIPE CONTROL STRUCTURE I.E.(W)= 416.95 w =AS SS 50.0' LT) C4> + O O GAS GASH N - SS SS U) _SD m W w w- Z T T TT J W = 0 Q '--DRAINAGE EASEMENT, TYP PROPOSED JOINT UTILITY TRENCH. SEE DWG UG6. .... .... :::: .... :::: .... ......... ......... ::::::::: ......... ::::::::: ......... ......... ......... ::::::::: ......... ::::::::: ......... ......... ......... ::::::::: ......... ::FINISH- ......... ......... ......... ::::::::: ......... -1 . . .................1: ......... ...... CB :::::::B ..... .... ..RI. E. ............................. ,,................. TYPE: 2..48 ............. . TA 198 +31.$ 41.9' RT .. ....(...... T ...... = 42 ..... ................... M = 422.1 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... .... ... . .... .... .... :::: .... .... :::: ::CB: TYP ..B : STA :197+43.'0'(32'l"' ..RIM =42 ::I:E.(W):� :1 ::::::: :: ....... . ::::::: ......: ......... :: ROUNi� .. . ..... :::::I;E.(S:)- ....I.E.:(E)- :. :: ....... ;E.(S:..... :: 2. 422:.3 .423:. ::::::::: ::::::::: ................... .......... ::::�� :::: 9 : :6 .Dl... ::::::::: ::::::::: CB :TYPE 2::48'' ... ...... . 0.5:': R:T : ......... ::::::::: . ::::::: ::::::: B ....... RIM: ::::::: I.-__..(S)=''421.32 ...... B :TYPE :1 :.::::::::: . . :: ' :RT):1:1 :: ......... ::::::::: ......... ::::::::: ::::::::: ......... ::::::::: ........ . ::::::::: ::::::::: ::::::::: ::::::::: ......... ::::::::: ::::::::: ��.... . ::::::::: ::::::::: ......... ::::::::: ::::::::: .... - -- :::::CB :: :::::B: ST ..... RI :M= :::::IiE:( ::: :I :�.( ... -... YPE: 2,:48 ' "::::::::: .. :: ::: T) 22 :::: ......... ......... ::::::::: ::::::::: ......... ......... 15 :: : :: : .... ::.. . :93 ...... 22.6:1:::: ... RT): ......... :....... EXISTING B::STA: 198 R.IM: =425:. I.E.(S1N,N ::::::::: ......... +78.6::( 9........ )421.76: ::::::::: ......... :STA: 19:9 = 424.32 5:5.3::(32. ......... ::::::: :200: +88 423. :32... )419.76. 8: (31:5':: ......... ......... .... 4.4 ......... .�(N')' 22.435 ... ......... ::::::::: ......... :::::::::: ............. ..... :: ::::::::: ......... ::::::: ....... . ::::::::: ......... ::: � ::::: �J:T:ILI:T:Y :TRENCH::: ::::::::: - )=4a 9:86. ......... - -.._ .. ......... ......... ......... ..... : :PVC : ®: 0 :. ...... ........... ................... 7 :� : .... .... -- --- - - - - -- :0.13 %:;: ---- : - -:.. .... �:�:0.83 %;_��: ......... . :1. - -- :0:�5 ----- ......... -. -... ...... o ...- ..,.,. ......, ,. ---- .-- . -. -- �.T:T:T ........... ....... ......... ... ......... o .... ..... ......... ......... >;::::::::: :: ..... .. .. ..... ... ::::::::: :. :1.2 ..SD ........:..: :....:::0:4$ .`.:.......... . ........ ......... ............................ ..... ..... ... .............. .... b.. ......... ..... ......... ... ... .. ... ......... ......... ::::::::: ......... ....... ...... CPEP N- (.. ....... ......... ......... ........ ::::::::: ......... ......... .... .... ... :::: ::: .. ......... .... .... 12:: :::: )...... ......... ...::...... EX : SS. :........ ......... ......... ......... ......... .. :::::. ......... ..... . .. :: :. ... .... .... .... :::: :::;, ..... 4. ...... :TO ........ :::: .... :::: PO .... .. :::: ::: .... ... ::::::89;,LF ER 12 ......... ::::::::: ......... ... .... .. :: ::::: :..... ....... ....... :::::::: ......... ......... ......... :::::132 LF..... ..... 12 ": :PEP: {N= 2)...... :: :........ EXIST- SS .MH....... ::::::::: ......... PEP: :( :N -1 ......... ::::::::: :....... . .. :::: �� : ......... : 8 „ : :EX . ......... ::.....:: EX: ""'' :BE:REMO :: ::::: :: ::::: ......... ::.: :80 : L ::: :::: :::::1:2 ":: .... .48. LF....... S...... 1:2' : CREP : (N ......... ......... ::::::::: ::::::::: ED ...... ......... :- . ... ... 2).. : : : :: ........ ...... ....... Q,88:x:;: ...... . ...... . :::: ... . ::::::::: ......... 46 LF 8" ®: 0:4% .. ......... ::::::::: ::::::::: ......... .... .. PVC...... . ......... ..... :STA: 200 IM::= :4:24.40::::::: .. (SW)::= .:(N:): -: ........... ,,....... :1:4.0::(6.0 :4:1:4:.:4:7.:: 1:4:57:::: ...... LT) ::.. 2 :::::::fl ::::::::: ::....... �� .... . .... .. ...... ESC VC.... B: ::::::.RI :::::::1,E 1. . 151 LF 1.8„ .CPEP STING - SS MH....... .(.N� -12.. . .... .... .... .... :::: .... ......... ......... ......... ::::::::: ......... ......... :1.2) ..... ......... :::::::.. :: ......... D: 5.TA :199 76;4: (23,8!U) RIM : - : 42 :4:.11:::::: I :E : :(NE).-_'.''4l4.'29 : I.E :: S - 41 :4. :1:9 :: ..� .� ........ : ... :........ :::::::: ::::::::: ......... ......,,.. 2 : LF: B. :: Q:4 %::::: ::::::::: ... ......... ........ ......... ::...... . .... .... ... . .... ::.. ........ . :::::::: :::::... I. ........1. :TA :20:1 14. :Q . (6..Q L = '4 3. ........ ........ . :(S) := ::415. :23::::: 114:71101 199 +00 SOME DATA ON RECORD KC MAP NO. 316-12 DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION BerwrABAM CONTRACTOR TO THE CITY OF RENTON. THE 33301 9th Avenue South, Suite 300 CORRECTNESS OF THIS DATA Federal Way, Washington 98003 -2600 HAS NOT BEEN VERIFIED. King County (206) 431 -2300 Fax: (206) 431 -2250 Last Saved on Wed Dec 22 2010 at 04.38PM by Matthew.kumpu /a File Nome. Q. �Federo/ Way12004�FAPWT- 04- 032�C,40D�dwgs Record�Comp /eted Record dwgs�R079 S008.dwg Sca /e. 1 era RECORD DRAWING REVISION 200 +00 NAS 5/7/10 SURVEYED: DESIGNED: DRAW NAS JCR CHECKED: SG BY DATE APPR m"�sG ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 201 +00 1. E. (N) = 415.11 NOTES: O DENOTES NEW STRUCTURE, SEE THIS PLAN OR LATERAL PROFILE DWGS AND STRUCTURE NOTE DWG FOR MORE DETAILS ODENOTES EXISTING STRUCTURE AND /OR PIPE /CULVERT TO BE REMOVED ❑� ADJUST SEWER MANHOLE TO GRADE F5] ABANDON EXISTING MAHOLE IN PLACE PLUG EXISTING SANITARY SEWER PIPE PLUG EXISTING STORMDRAIN PIPE Q / / ABANDON STORM DRAIN PIPE IN PLACE -X REMOVE STORM DRAIN PIPE /CULVERT GRADE TO DRAIN 450 430 W011 410 10 0 10 20 VERT scale feet VERTICAL.• NAVD 1988 HORIZONTAL.• NO 1983/1991 DATUM CITY OF RENTON Planning /Building /Public Works Dept. Approved For Construction Robert M. Hanson P.E. Date 1. STORM DRAIN INVERTS ARE MEASURED FROM CENTER OF CATCH BASIN. 2. PIPE ZONE BEDDING AND BACKFILL PER WSDOT STD PLAN B55. 20 -0 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE LATERAL PROFILES. 4. CONCRETE INLET PER CITY OF RENTON STANDARD PLAN B010. 5. CB TYPE 1 PER RENTON STANDARD PLAN SP B012. 6. CB TYPE 2 PER CITY OF RENTON STANDARD PLAN SP B027. 7. SANITARY MH PER CITY OF RENTON STANDARD PLAN SP B071. 8. ALL FRAMES, MANHOLE RINGS, AND LIDS SHALL BE OF LOCKING TYPE PER CITY STANDARDS IN RIGHT -OF -WAY. 9. CONSTRUCT CURB & GUTTER PER CITY OF RENTON STD PLAN SP F015. 14 REMOVE EX PIPE, INSTALL NEW PIPE 16 REMOVE EX PIPE, INSTALL NEW PIPE CONNECT SIDE SEWER 20 0 20 40 HORZ scale feet I z�- KEY PLAN DUVALL AVE NE / COAL CREEK PARKWAY SE RECONSTRUCTION SE 107TH PLACE TO NEWCASTLE CITY LIMITS SANITARY SEWER AND DRAINAGE PLAN AND PROFILE - SHEET 5 12/21/10 FlELDBOOK: PAGE SD8 X 79 199