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HomeMy WebLinkAboutS-392313N a) M 6 0 W v rr a n w z z U a cL w 0 H IL a a J a a U (n n 4 0 N 0 N \ ai a� a 0 0 i Ln 0 i 0 1-1 Ln 0 0 0 0 L� z � LU i� STA.: 24+80 MATCHLINE SEE SHEET 56 INSTALL 4' HIGH BLACK VINYL CHAIN LINK FENCE AT TOP OF WALL. PER WSDOT STD PLAN L-20.10-00 V WETLAND C . CATEGORY 2 i� TRACT K V_ \Z- / PROPOSED 1"- IRRIGATION METER V W/ DCVA CO 0+00 L=20' RIM=436-AA 436.31 IE=42.9.9 425.15 SLOPE=9.1% VERTICAL DATUM CITY OF RENTON, NAVD 88 ASBUILT SEWER AND WATER PLAN AND PROFILE - ROAD A ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON RIM='fJV.UV'►JV. f.J I E=436$8434.86 SLOPE=12.7% FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 EL=413.38 (JUNE 2013) FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) SEE SHEET 50 FOR CONTINUATION ........ �. r. SEE SHEET 50 FOR CONTINUATION 25+00 2 REVISED PER CITY COMMENT BK 1/20/1 1 ASBUILT BK 11/2/11 NO. REVISION BY DATE SURVEYED: BCE SCALE: DESIGNED: BJT BJT DRAWN: RAG ONE INCH BJT CHECKED: RAG AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPR APPROVED: BJT QIE 12" SD=430.23 T/P 8" W=429.47 QIE 12" SD=430.16 T/P 8" SS=425.58 QIE 8" SS=425.59 T/P 12" SD=420.23 QIE 12" SD=433.41 T/P 12" SD=429.35 QIE 8" W=435.56 T/P 12" SD=434.46 ©IE 8" W=435.20 T/P 8" SS=432.2 QIE 8" SS=430.64 T/P 12" SD=429.40 ®IE 8" W=435.57 T/P 12" SD=429.60 WATER MAIN FITTING DATA TABLE Ol STA. 25+35.28, 6.74 LT INSTALL: 1-8" 45' BEND (MJ) CONCRETE BLOCKING O STA. 26+ 10.26, 6.74' LT INSTALL: 1-8" 45' BEND (MJ) CONCRETE BLOCKING O3 STA. 22+32.30, 7.00' LT INSTALL: 1-8" DI TEE (ALL FL) 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING ®STA. 25+24.85, 7.00' LT & 16.50 LT INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN. NO. 310.1 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) CONCRETE BLOCKING OSTA. 27+45.32, 7.00' LT & 16.50 LT INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN. NO. 310.1 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) CONCRETE BLOCKING SITE PLAN KEY MAP a SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 0 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 NOTE: 1. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER MAIN AND WATER MAIN. MINIMUM OF 7 FT BETWEEN SEWER MAIN AND STORM LINE. 2. MINIMUM OF 12 IN VERTICAL SEPARATION BETWEEN SEWER LINE AND OTHER UTILITIES. IF THIS IS NOT POSSIBLE ETHO FOAM PADDING WILL BE PROVIDED. 0 445 =1 4i�0 - , '4 423 p �FSS�NA�IE�NG��� 11/20/201 N LLJ 2 O U 425 F z> o N g J w as x Z Z < LZ a Q CN J Z PO C 4 CN O N 00 U Z 28+50 (0 z 00 w Ww Q Z L(7 u7 Q Z L0 N N Z - L N Z N N J Y U (N N 0 CONSTRUCTION RECORD CITY OF RENTON J DRAWING DEPARTMENT OF PUBLIC WORKS 2 QZ THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED BY DATE '= W APPROVED CONSTRUCTION DRAWINGS PREPARED BY 0 BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN APPROVED BY DATE fR A ,` EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION APPROVED BY DATE b. �5J OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD 8 0 C0 REVISIONS. APPROVED BY DATE DATE, VERTICAL: NAVD 1988 '� CITY OF SEWER AND WATER PLAN AND PROFILE /20/2018 HORIZONTAL: NAD 1983/1991 1� ASBUILT - ALLURA AT TIFFANY PARK FFIAELLDBOOK: RENTON MAINVUE WA, LLC DATUM DRAWING N0: Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: 5 7 OF 68 S - 3 9 2 313 IWI-131912131113