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HomeMy WebLinkAboutWWP2703685.3R O N Z O FO Of W C 0 L a V) Q W rn D r., �I i 2.5'H ROCKERY SDI 12"ADS S RIM=239.62 12"ADS N=236.72 12"ADS E=236.62 12"ADS W=236.82 S 132ND STREET 2' POST RAI FENCE SSMH STA. 1+98.58, 7.23' RT PER STD. PLAN 400.1 CB RIM=238.42 12"ADS W= 234.49 12"ADS E= 234.49 GRAVEL EDGE FH L_ e- x x x R x 0 i 2 "PI — SD— —SD-- —SD—— — - --- — ------- WV ® --- --- - — W —Vd — —W——W— 0+00 GRAVEL EDGE d � \ 1 +00 �T �T / T , Ti TT 7—� /�7— / T - 1 F - PVC/iT,-�/ SO L 8 ■ e _Z—Z L-1- [__Z_ /— T_ J 0 0 _Zzz, NE 13-23-4 CB RIM=236.72 12"ADS W=233.02 12"ADS E=233.02 F2' POST/RAIL FENCE GRAVEL EDGE CB RIM=234.13 IE 12"ADS W=230.88 IE 12"CMP NE=231.43 IE 12" ADS S=230.73 SDI IE 12"CMP E= 232.21� RIM=234.67 IE 12"ADS W=231.07 IE 12"ADS E=231.07 i DITCH-\ CB RIM=233.83 IE 12"CMP E= 231.93 IE 12"CMP S= 231.93 IE 12"CMP W= 232.03 26"CW 16 Ni / y SG 16"PI FH Z GA 20"PI UBP SG��-- — WM RSA :._. P IRS - e -SD ----SD—--SD —SD WV--' --- SDE— — SD — DSO �D— _ - — �D --- —W c— — —W ---W----W— --W == -W— +00 3+00 �+00 4+80 F—- - -� - - —� - - - -�- - - -ice- —�- -- TT Jam— /T / T/ TT TT /T / T/ T7 T— 7__� / — / T/ T7 7 —T /-7-- L__Z_ -z-_-z 256 LF — 8" P VCR _ u /� DENSE BRU --- 1 __- ' ---- UP - - - - - - _ _ ®- o000000 �F�AV�L EDGE GRAVEL EDGE 7-MB x X X x- — E-- X x X X v 6' WOOD 17ENCE III �D 6 WOOD FENC RECAP L 4' POST/R IL FENC i " SSMH BRICK AND ON CALC CORNER (F)(R1) SDMH I• ,232.14 STA. 0+18.56, 8.46' RT I < CONC DRIVE 5"HY 3'MP TRENCH OVERLAY IE 12"CONCIN= 228.24 PER STD. PLAN 400.1 > IE 12"ADS S= 227.74 SIDE SEWER rT1 I o.4'coNc CONNECTION (TYP) ! O CURB 5'HY . SSMH PER STD. PLAN 406.1 PASTURE CONTRACTOR REPLACED TRAFFIC STA, 4+54.30, 9.08' RT y I BUTTONS AND FOGLINES (TYP) PER STD. PLAN 400.1 F FOR CONTINUATION SEE SHT. 4 Ci SEWER CONNECTION LOCATIONS WERE DETERMINED IN FIELD WITH PROPERTY OWNER. Stantec 11130 NE 33rd Place, Bellevue WA 98004 phone: (425) 869-9448 www.stantec.com SCALE 20 0 20 40 (FEET) I INCH = 20 FT S=368503 Rs: 4- C T Y OF RENTON Planning/Building/Public Works Dept. REVISED TO INDICATE CONSTRUCTION RECORDS FIELD REP: PAT MILLER REVISED BY: STEPHANIE M. ARID DATE: 2/20/2015 CONTRACTOR: A ADVANCED SEPTIC SERVICES, INC. 8"PVC PIPE: 436 L.F. SDR35 MANHOLES: 3-48" CONCRETE SERVICES: 1--SERVICE SOUTH 132ND STREET SEWER EXTENSION PROJECT SEWER PLAN AND PROFILE .it -Ilk ■■,4 *ALIG� �� OF WAS�JI 1 d� 38087 w- ISTS'?, b �SIONAL E * CRD SHT.73O7F8] c E ' = i0 C Im co z m m m O D 33 z 0 C m 111 D 0 O 8 Z) m