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HomeMy WebLinkAboutS-295208p Z U) OI O cc O � 1 O N ABANDONED 4" (�GAS�GAS =R GAS (/) 202 + SS 202+t% m- '� -�_� W z J -w w- w TAT C) Z -u -�n A PORTION OF NW 1/4, SEC-3, T.23N, R-5E, W.M. B STA 202 +75.6 3 CB TYPE 1 W (80.10' LT) SOLID LOCKING COVER ~ L STA 8 +97.9 W ^ia � I.E.(W)= 421.31 REMOVE EXISTING CB DO NOT REMOVE PIPE TO THE EAST INSTALL NEW TYPE 2 CB, 48" W/ SOLID LOCKING LID CONNECT TO EXISTING PIPE D CTA 1)0A_LPQ 17 ( -z n cz n' DTI i JJ 1vin fru `DRAINAGE (5.27 LT) 6" STUBS B STA 203 +72.2 \ I �T� EASEMENT, TYP (48.30 , RT) , � \ ' \ i B STA 204 +59.80 (51.60' RT) ;0" �j PROPOSED JOINT UTILITY TRENCH. SEE DWG UG7. 450 �� 450 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ CB - TYP E::2 .48 ....... : :::: 2 : :........ ......... ......... ......... ......... ......... ......... ......... ........ . .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... B :STA :2 :04 16 :.0 ::(3:1 :2'. :LT).... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... RM- 419:94 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... I. :( . "N) =41 :.24 ..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ . .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 440 .... ......... ......... CB : TYP E:.2 ::48" ......... : ::::.... ......... ......... ......... ......... ......: C - TYP E' -2, .:48'' .:::: : • • ::....... ......... ......... ......... .0 B - TYPE 2 • : 48" ... ::::::: ::::::::: 440 :::: ::::::::: ::::::::: B::STA: 202 +3:9..7::(:31:.2.' : RT). ? ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::: B :STA: 2:04 +16:.0: (31:2'.:RT) :1:1:: ::::::::: ::::::::: ::::::::: ::::::::: :B :STA :2 5 +60:0: (31- 2'::LT):.1 ........ ........ . :::: ::::::::: ::::::::: RIM-422'.73 3.................. ......... ......... ......... ......... ......... ......: R M- 423 :09 ::::::::::::::::::: :::::... :ISH : :GRA E ... ... ......... .RIM =418. 6 ....... ......... ......... ........ . :::: ::::::::: ::::::::: G.E;(W;N)= :418.87:: ::::..... ......... ......... ......... ......... ......... ....... �. :(S;W)= 417.9.8 ..... ......... ......... ......... ..... .. ......... :I:E.(S,N) 414:20... ......... ......... ........ . .... ......... ......... . . .... . .. .... ......... ......... ......... ......... ......... ......... ....... . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 430 - 430 .... ......... ........ ......... ......... ......... ......... ......... ......... ......... ......... ....... . ......... ....... ::::: ::::::::: ::::: :: ::::::::: :::::::: ::::::::: :EXISTING :GROUND.. ....... . .... ......... ........ ........ ....... . ......... ...... ... .0..4% .. ......... ......... ..... .. ......... ........ ......... ......... ......... ....... ....... ........ .177 .LF. .. ......... ......... ......... ......... ......... ......... .... ......... ........ ..... . ......... ......... ......... ......... ........ :::::: ::....... ...... ........... ......... ......... ..... .. ......... ........ ......... ......... ......... ...... ... 18.. CPE (N: =12) ......... ........ ..... ..... ..... ......... ......... ...... .. ......... ........ ......... ......... 0..507.; ....... .. - :::::::::: - .. .............. ............... ..... ......................... ...... .. .. ...... ........ ........ ' :UTILITY TRE�I..... .. .... . . ................ . ... .. .. ........ .... ........... .................. U. .. -.- T _ _.�.- ..... ...... ......... ....... ......... .. ..... 420 - -- - - - - -- -_ -- - 420 0 1:.5Q�: - .- .T.- _ - -__. ....... ............. ......................... ........ ......... ........ -.-r - - ..�.i........... .... . . ... . ......... .. . .. . ...... ......... ........: : :....... :... -.� .T z�.�0� - - .... .... ......... ............. ..... ......... ......... .... . . . ... .. ......... ......... . .............. ......... ................. .......... ...... .... ......... ......... ......... ............... ......... s� ......... ....... ::: SS :MFi:: 5:54.:: :::::: ISS M : 6: 5:4::::: �" SD ...... :::STANDARD::48. 162 LF 8 "PVC ...... 1:2" :SD:.: :::::... . ..... ......... ......... ,.. ......... ......... SOW SH LOW' 410 .... :..... ©. . ........ S MFG 4 54 ..:LF :8" : VC :::: ::: B: :STA' 203 +74.0 ...... B TA� 203+ 2:2 (48:3' :RT) ::::: :::::::: ....RIM : = :42 '84 :: ::::::::: ::::::::: :: :::::: ::::::::: :: :::: ::::::: 177 LF :: ::::::: : ::::.:151 LF:: ::::::::: S -H ALLOW : YP:E - B ... :::::: ©:.. 4% :::::: ,... ::::::: :: :::::: ::....... ::::: :::::::: : :: (6:1:() : :LY) ....... ......AIM _. 42 . .0 ......... ......... ....... ......1.E.::(: )::�: 4 -17.0 ........ .. .. ,, ... . 18 ": CPEP {N:: ...... CPE (N��2) . B ...............:(5.3 �T)::::: ::::::::: :.. RIM.... 42.1•.61... ..... !.:E. (W):... 416.40 ..... : ::::::::.:::::: ::::::..... ::::::: ::::::::: :: . : • ....... ......... ......... ......... ........ . .... ......... :: RIM:: 42 .:43 :::::: ::....... :::136 LF ...... . :::: ::::::::: :::::::.. 15:7.... ::::::: ::::::::: ::: 1:. L.. : (S) : =::4 6.:0 :::::: �.:E. (�I)::_ : 41 :.50:::::: ....... .24 . SD................ ......... ......... ......... :::::1$" PER: (N� �) ::::::: ::::::::: ::::::::: ::::::: : I•B• (S) I.E. (E) = 416.6b 400 1. 400 202 +00 1. E. (N, W) = 415.7 203 +00 ) 204 +00 205 +00 206 +00 SOME DATA ON RECORD KC MAP NO. 316-12 DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION BeraerABAM 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 Soved on Wed Dec 22 2010 at 04.-39PM by Motthew.kumpu /o File Nome. Q.- IFedero/ Wayi2004lfAPWT- 04- 0321CADDidwgs RecordlComp/eted Record dwgslR080 SD09.dwg Scale: 1 RECORD DRAWING REVISION NAS BY I DATE 10 0 10 20 VERT scale feet NOTES: OX DENOTES NEW STRUCTURE, SEE THIS PLAN OR LATERAL PROFILE DWGS AND STRUCTURE NOTE DWG FOR MORE DETAILS DENOTES EXISTING STRUCTURE AND /OR PIPE /CULVERT TO BE REMOVED F3] INSTALL CLEANOUT FOR DRY SEWER X X-REMOVE STORM DRAIN PIPE /CULVERT GRADE TO DRAIN 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. CONCRETE INLET PER CITY OF RENTON STANDARD PLAN B010. CB TYPE 1 PER RENTON STANDARD PLAN SP B012. 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. CATCH BASIN TYPE 1L PER CITY OF RENTON STANDARD PLAN SP B014. 10. CONSTRUCT CURB & GUTTER PER CITY OF RENTON STD PLAN SP F015. 20 0 20 40 HORZ scale feet KEY PLAN SCALE IF NOT ONE INCH SCALE ACCORDINGLY SURVEYED: SCALE: HORI"° A"IO;IWi,99, DATUM Planning /Building DUVALL AVE NE / COAL CREEK PARKWAY SE RECONSTRUCTION SE 107TH PLACE TO NEWCASTLE CITY LIMITS SANITARY SEWER AND DRAINAGE PLAN AND PROFILE - SHEET 6 Approved D "NAS DR". JCR ONE INCH AT FULL CHECKEDJSG APPR SSG SCALE IF NOT ONE INCH SCALE ACCORDINGLY Robert M. Hanson P.E. Date 12/21/10 FlELDBOOK: PAGE SD9 80 OF. 199 CITY OF � RENTON Planning /Building /Public Works Dept. Approved For Construction Robert M. Hanson P.E. Date 12/21/10 FlELDBOOK: PAGE SD9 80 OF. 199