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HomeMy WebLinkAboutS-2952060 0 �I 00 O 1 D u I 1S GAS Q -m 450 430 420 410 :M OFFSITE RUNOFF w- GAS GAS 1 193 +00 O n P(_4 B STA 193 +14.3' RT) /y I� B STA 193 +: 2\ / A A n' m T\ 3" P EAS r :�ni i I , I , 0 D �u D A PORTION OF NW 1/4, SEC-3, T.23N, R.5E, W.M. RE- CHANNEL EXIST MANHOLE & PLUG/ INVERT TO SOUTH 56.4' LT RIM= 426.67 8" PVC, 40' NORTH SLOPE = 2.00% B STA 197 +10.0 (28.1' LT) 1 I I I 1 I 1 1 O M + 100 I� (n m W 1 Z_ J R _ Q 18 LF OF 6" PVC 2 �� B STA 196 +51.96 (43.0' RT) 1 18 LF OF 6" PVC O 1 B STA 196 +44.96 2 2720 (43. 0' R T) ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... O ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... C ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 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RE- CHANNEL EXIST MANHOLE & PLUG/ INVERT TO SOUTH 56.4' LT RIM= 426.67 8" PVC, 40' NORTH SLOPE = 2.00% B STA 197 +10.0 (28.1' LT) 1 I I I 1 I 1 1 O M + 100 I� (n m W 1 Z_ J R _ Q 18 LF OF 6" PVC 2 �� B STA 196 +51.96 (43.0' RT) 1 18 LF OF 6" PVC O 1 B STA 196 +44.96 2 2720 (43. 0' R T) ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... .... .... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 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RI-M = -427:78.......... .......,;. :. .... ......$.l. .:(E):= :412;79.... ::::::::I. :( )::= :412:.3:7:::: .��... » .... .. ...... :: ... ... ... ......... �„ PVC.. - ......... ......... ......... ..... ..... .. .. o ..... .. ..... .. ..... .. ......... ......... ......... ......... ......... ..... . ......... ......... ......... ......... :- ......... ......... ......... ......... .. ...... ::::::::: ......... ......... -.... -: . ...... :: . ......... ......... ......... ......... ::::::::: ......... ......... - - - - ......... ........ ......... ......... ......... ......1 :2.. ......... ::::::::: ......... ......... 011VER.T.EL1 =: ......... ....... ..... .. ......... ....... SD - - - - ......... ......... ......... ......... ......... :- : - :� :T . ....... ...... ... ::1:43 ... ......1:2" ......... ::::::::: ......... ......... ^ T .. :. .... :� 1 ......... ........ - - .... .... LF::::::: CPEP :(N: :........ ........ 1:2)...... ......... ::::::::: ......... ......... .... .... ::::::::: ......... ......... ::::::::: ......... ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ::::::::: ......... ......... ......... ......... ::::::::: T)::::::: ......... ......... ::::::::: ......... :::::: B .......ki .......I:E.:(:S):: :::::::I;E..(�V .......1.E. TA 195-+- 14..1:: .= ..427:7 =: 412.28 }.. ..412......... -E..= 4.1 2.7.6: ......... ::::: .10...... ......... ::::::::: ......... ......... ......... ::::::::: ......... ......... ......... ::::::::: ......... ......... .... :::: .... .... 193 +00 194 +00 1. E. (N) = 412.79 SOME DATA ON RECORD KC MAP NO. 316-12 DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION BerizerABAM 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 04.37PM by Matthew.kumpu /a File Nome. Q. �Federo/ Way�2004�FAPWT- 04- 032�C,40D�dwgs Record�Comp /eted Record dwgs�R078 S007.dwg Sca /e. 1 era RECORD DRAWING 195 +00 REVISION NAS 5/7/10 SURVEYED: DESIGNED: NAS JCR CHECKED: $G BY DATE APPR N"�sG 196 +00 197 +00 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 10 0 10 20 VERT scale feet VERTICAL.• NAVD 1988 HORIZONTAL• NO 1983/1991 DATU M CITY OF RENTON Planning /Building /Public Works Dept. Approved For Construction Robert M. Hanson P.E. Date NOTES: OX DENOTES NEW STRUCTURE, SEE THIS PLAN OR LATERAL PROFILE DWGS AND STRUCTURE NOTE DWG FOR MORE DETAILS OX DENOTES EXISTING STRUCTURE AND /OR PIPE /CULVERT TO BE REMOVED F-11 ADJUST SEWER MANHOLE TO GRADE �2 CONNECT SIDE SEWER [4] ADJUST VALVE COVER TO GRADE �P PLUG EXISTING STORMDRAIN PIPE PLUG EXISTING SANITARY SEWER PIPE ABANDON STORM DRAIN PIPE IN PLACE X X REMOVE STORM DRAIN PIPE /CULVERT 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 460 SHALL BE OF LOCKING TYPE PER CITY STANDARDS IN RIGHT -OF -WAY. 450 9. AREA INLET PER CITY OF RENTON STANDARD PLAN SP B011. 10. PORTIONS OF PSE FACILITIES TO BE ABANDONED /REMOVED PER PSE UNDERGROUND CONVERSION PLANS. 440 11. CONSTRUCT CURB & GUTTER PER CITY OF RENTON STD PLAN SP F015. 430 420 .e 20 0 20 40 HORZ mmi scale feet I 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 4 12/21/10 FlELDBOOK: PAGE: SD7 78 X199