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HomeMy WebLinkAboutS-392311N 0� co I 0 W Y rr Q w n Z z u w LL 0 LL w Q Q J Q I I I I X z O C' z Y Q m 0 -) (n m v 0 N \ O N Q) E a� 0 0 c) I U) I Ln O J] 0 Ln Ln O 1-1 rn O O O c0 Z r Lu 4; i� SEE SHEET 59 FOR CONTINUATION 4s 415 ' 14 •A K- VERTICAL DATUM TRACT L�� ASBUILT SEWER AND WATER PLAN AND PROFILE - 124TH PL SE FOR 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 1.1 ui w 4Q REC# 2.a1'602010004021 I.... IOPE I ErENT ---iii — +---- — I; EX. FENCE TO BE RELOCATED TO R/W LINE UTILITY CROSSINGS: QIE 8" W=405.10 T/P 12" SD=403.34 QIE 12" SD=400.72 T/P 8" SS=399.02 WATER MAIN FITTING DATA TABLE (D STA. 13+39.34, 45.02' LT INSTALL: 1-8" PLUG (MJ) CONCRETE BLOCKING O STA. 13+39.34, 45.02' LT INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) CONCRETE BLOCKING 1111 ■ ■LOW PT ELEV = - 406. = - 407.17 NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. HIGH PT STA _ = PVI ELEV - 405.19 ■ ■ — — 00 Lo rn � rn ao +o Lo 0) rn 00 +o ■ cfl I lco Ljj w w ■ \ V) U (N U U U ■ \ to ■ ■ co ■ rn 04 > o ----- V1W ■WATER ` -- — 0 ■ I—CFDAR RIVER 24- STORM IL E.130 80.52 \ 3 Ld \ o \ rn ■ — • RIM- 6.64 � � \ \ NW ■ ■ ■ _ _ (8" ,. WATER LINE ■ ■ EXISTING GRADE ir C>T I n c0 01 r) O pp O I cy! ^ CO O CD M I%co o 00 tG 4 O CD re) In (d 4 O CD c0 cO I"') O O 00 �j ) O CD N L0 CD O O CD a! N Nj M O CD q to `- Nj N O CD qt CDI� CD 0� 0-)0-) N 00 c0 c0 0-) a0 In 0- CITY OF RENTON, NAVD 88 BENCHMARK 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) 36+00 37+00 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION SURVEYED: BCE DESIGNED: BJT BK '11/20/lE BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: r , HORIG7 : 1 '=20 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 VER: 1 "=5' ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 425 0 415 SITE PLAN KEY MAP a NTS CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. SEWER NOTES: y 3• T 410 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS P�� OF W NOTED OTHERWISE. �`� Q 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC - z SDR-35 Q 2.0� OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE o SAME MATERIAL AS THE SEWER MAIN. 405 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 11/zo/zos NOTE: 1. MINIMUM OF 10 FT SEPARATION BETWEEN N w 4,00 SEWER MAIN AND WATER MAIN. MINIMUM OF 7 � z � FT BETWEEN SEWER MAIN AND STORM LINE. z > O N w z c/T J 2. MINIMUM OF 12 IN VERTICAL SEPARATION BETWEEN SEWER LINE AND OTHER UTILITIES. w J a a IF THIS IS NOT POSSIBLE ETHO FOAM Q Z z WILL BE PROVIDED. W uiPADDING M Q N Pf) N N J z U O N 00 Z Lg 00 N r- cfl 00 > w Z w I I Q ui Z Z Liz Liz 0 390 In ) n Z w W N 00 Z N N Li J> 3s5 CITY OF RENTON J DEPARTMENT OF PUBLIC WORKS 2 L� APPROVED BY DATE TQ Lu ''" APPROVED BY DATE i 39+50 v APPROVED BY DATE bA ° CONSJ APPROVED BY DATE v CITY 0 F SEWER AND WATER PLAN ANDATE: D PROFILE 1 1 /20/2018 ASBUILT — ALLURA AT TIFFANY PARK FFIELLDBOOK: RENTON PAGE: MAINVUE WA, LLC DRAWING N0: Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: 55 O V S - 3 9 2 3 1 1 IWI-131912131 111