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HomeMy WebLinkAboutS-392308N co i 0 W v rr Q w n z z u Q cd L.L w 0 0 LL w Q Q rr J Q z 0 0 z Y J Q m a U (n n 0 0 (V 0 CV a� E a� 0 0 0 I U) I Ln O c0 0 Ln Ln 0 Q0 1-1 V3 0 0 O z EL w 4; N u r 0 10 20 40 vmmm VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONC 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) 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 CO BEARING PAD 0+43 ELEVATION (TYP.) CO CO L=46' 18 0+00' 32 19 1 ++52 i RIM=436.28 436. IE=43e 6 428. 6 33.70 RIM=433.70 :3.71 431..00 L=32'. 430.68 RIM=430.8@... i 1 SLOPE=19.8% 17 i i IE=42 0 4 SLOPE=9.9% 6 I 423.381E=424.80 SLOPE =18.3 r i a i ■ 1 AIR -VAC ASSY LOCATED.IN 436.20 i ■ PLANTER , oar �434 SHEET 40 FOR ruSEE CUL-DE-SAC... a... a �■ w GRADING DETAIL. .. CO 0+00' L=36' RIM=456.48 437.17 IE=430.46428.97 6 SLOPE=9.5% 43 16 436.40 TRACT 0 SEE SHEET 58 FOR CONTINUATION. TRACT C ---" SEE SHEET 40 FOR CUL-DE-SAC GRADING DETAIL. i TRACT N - SEE SHEET 58 FOR CONTINUATION. \ Imo cl)+ 1 32 LF 8" DI \ 20.9 LF 8" DI � � t 'w� .... � 3 124TH PL�SE:::::: _v m w "' MHIk � 200 LF 8" C-900 �1 CO Ni I w 12'. STORM `*i ■ ZF- 000 00 IJ M 1 ° ° \ ■L i 88MH#22- ca 4 ■ 1 / 1 +59 1 L=24' a Rfm=436-7e 4 21 8 1 CO V,I E =.424. 76 422 47 428.301 + 14 SLOPE=14.6% : i L=24' RIM=428.50 428.25 9 j IE=422.38421.00 / 430.70 SLOPE=17.2% / i BEARING PAD ELEVATION (TYP.) 445 i --7t "0 NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. LO _- �\EXISTING GRADE W 4S5 4W PROPOSED GRADE 430 6 425 60 25 TYPE - , , RTI PIM _ " 42007 20 " o , - . 415 " 415 42J61 win IF 410 J 410 405 5 O� cj cl LP I' Ln N Ln CV I"7 rn � p O� nj O ,,e) r O OR'R p 00 ,,r) N U1 0) 0) N N O 00 CD N 27+00 2 1 NO. 28+00 REVISED PER CITY COMMENT ASBUILT REVISION BK BK BY 1/20/18 11/2/18 DATE 29+00 SURVEYED: SCALE: BCE HORIZ: 1 "=20' DESIGNED: VER: 1 "=5' BJT BJT DRAWN: RAG ONE INCH BJT CHECKED: AT FULL SCALE RAG IF NOT ONE INCH APPR APPROVED: SCALE ACCORDINGLY BJT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM UTILITY CROSSINGS QIE 12" SD=429.58 T/P 8" SS=425.13 QIE 12" SD=429.48 T/P 8" SS=425.03 QIE 12" SD=426.90 T/P 8" W=425.80 O1 STA. 27+52.37, 7.00' LT INSTALL: 1-8" PLUG (MJ) 1-1" AIR -VAC ASSY CONCRETE BLOCKING STA. 27+84.47, 7.00' LT & 16.50LT INSTALL: 1-FIRE HYDRANT ASSEMBLY 1-8"x6" TEE (MFxFL) 1-6" GATE VALVE (FLxMJ) PER STD. PLAN. NO. 310.1 CONCRETE BLOCKING 011116 CITY OF mu RENTON Plonning/Building/Public Works Dept. SITE PLAN KEY MAP a 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. 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 CAD 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 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 INFORMATIO1 PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS F6'l STFR� ss%NA L 11-/2.0/2.01 2 (N 0 U z5; O N Q cn J J a < w z x z W N < ,z J z Qrr) O N N N 00 U � Z C:j 00 N CO r- 00 j of Z r- Q I I w w w Ln Liz Z (' Z Ln ~ N Ln N Ln z - w N 00 Z Li N "t N 't J Y U N J Q L1 Lu APPROVED BY DATE W APPROVED BY DATE v APPROVED BY DATE bA ° CONSJ APPROVED BY DATE v SEWER AND WATER PLAN AND PROFILE D 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET: 52 OF:6F mmmmmmmm