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HomeMy WebLinkAboutW-392309co co I I 0 Lu rr Q W n z z u Q W LL 0 0 LL a rr J Q I I I I X z 0 CD z Y J Q m 4; 0 u N m rn 0 Go 0 N \ 0 N E 1-1 0 a 0 I 10 1n I Ln Ln O U) 0 Ln Ln O LO 1-1 V) 0 0 O c0 Q EL Lu �; i� 435 430 425 420 415 410 405 n 20 -42B 31- - L=24' RIM=425.66-425.63 IE=419.66-414.63 SLOPE=34.8% ASBUILT SEWER AND WATER PLAN AND PROFILE - 124TH PL SE AND ROAD A SEE SHEET 49 FOR CONTINUATION SEES SHEET 47 FOR CONTINUATION FOR ALL UP%44 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 I D 1t% v v�1lTu ■WO �=co 233 LF 8" DIW_I�O 6 1WCv) ■ a) .., �WH izU) 1= U0 1 L 1� -- F88 422.30 LOW PT STA = 29+60.52 LOW PT ELEV = 424.74 PVI STA = 29+48.03 PVI ELEV = 424.36 NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. 50, VC - - / o� --_ ro of CD--- 000 �� o;t 0-)o W m PROPOSED GRADE m 0 CENTERLINE C14 > L J W w \ \ 2.00% LL \ o� n 04 U I I � Nw 00 2.00% XI I v 0 CENTERLINE m / I _ 8 WATER 1 8" WATER 1 1 N.172019. E. 130903 6 45 1 1 1 1 ■ F 6 3O9 5 SEE SHEET 61 FOR MANHOLE INSIDE DROP CONNECTION. LO W W cm Lc) _ 30" STORM 6 Lu .111 233 F W 12 ■ / � �.! EXISTING GRADE 0.51X W z SSMH#4 TYPE 1-60' J STA. = 30+04.01, 4.00', RT RIM = 425.88r 425.34 U IE _ ++i�3G 8" E 417.05 ■ Q 1 _ 0 CENTERLINE PROPOSED GRADE 0 CENTERLINE IE = 394.92- (8" S) 394.83 Q IE = 411.43 (8" N) 411.01 IE = 394.82 (8" W) 394.75 N n N � O N r� O to N N r) O Ili N r� n N r? Cn N O Ili N � Ln N Ln 0 N N O r? t0 Il') N N N Lr Oj N 29+00 30+00 124TH PL SE RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED 425 420 415 410 405 C� w 30+60 SITE PLAN KEY MAP NTS UTILITY CROSSINGS: QIE 12" SD=421.28 T/P 8" W=420.28 QIE 8" W=420.76 T/P 8" SS=397.89 QIE 8" W=421.25 T/P 8" SS=397.89 QIE 8" W=420.36 T/P 18" SD=401.57 QIE 18" SD=398.80 T/P 8" SS=395.90 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 0 425 420 415 !�7 ' 1lI TA �cT•Ti SEE SHEET 54 FOR CONTINUATION o. a %ym �0 :yam 000, . /� �y ,20 �O D D -` ' I NNW ���j�1l. 11►RS :C � a■= I , T7 i_cl,�-- 1 �m �J itiv)1jfr?-? t - ■ �1■1IN I M1`--�,.,� ■I�.■I�r.�■1 �I�I����- ■I�I�dll� 1 �I�I�!"'� ■1�11'ai 1M �■�■■ M MR., wimirA!m;ad I 11 1M N 1M1M ���■■� I/f.�i1i�- ■- m�MMMFN 1M mammom tVi/- ■- _ ■-_ �» _�mm_m■mm ME _-i►1I 1M �mmMmoor, rs + „_ ■� NMI ��j �:rt•,,lL:'i�ilbLM loll r : ly F'lillr�•I• - ■I�Z:S ► � :1 ICI 1 ��rsi3V�7 ' • ■ . r■1 SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT 20+00 21+00 ROAD A RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED SCALE: 7 VERTICAL: NAVD 1988 HORI': 1, '=20' HORIZONTAL: NAD 1983/1991 CITY 0 F VER: 1 "=5' RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SITE PLAN KEY MAP a UTILITY CROSSINGS QIE 8" W=419.51 T/P 8" SS=407.44 ®IE 8" W=419.24 T/P 18" SD=404.20 QIE 18" SD=400.43 T/P 8" SS=397.14 ® IE 12" SD=419.52 T/P 8" W=418.52 ©IE 12" SD=419.02 T/P 8" SS=411.18 WATER MAIN FITTING DATA TABLE STA. 32+26.07, 7.00' LT INSTALL: 1-8" DI TEE (FL) 4-8" GATE VALVE (FLxMJ) OSTA. 32+26.07, 7.00' LT INSTALL: 1-8" DI TEE (FL) 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING 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: 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. �y J T A� k 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 POE Wi c o Z NOTE: z 1. MINIMUM OF 10 FT SEPARATION BETWEEN o 4 423 p SEWER MAIN ANDWATER OF U^7 AIND FTBETW EN SEWERMAIN STORM LINE. ONA1. 2. MINIMUM OF 12 IN VERTICAL SEPARATION 1-12.0/201 BETWEEN SEWER LINE AND OTHER UTILITIES. IF THIS IS NOT POSSIBLE ETHO FOAM PADDING WILL BE PROVIDED. _ Z j p z� UJ O QN N VERTICAL DATUM J w a J x � Z z w CITY OF RENTON, NAVD 88 < a BENCHMARK Q ro N N J o N z > FOUND MONUMENT IN CASE LEAD PLUG & TACK p 000 r- IN 4"X4" CONIC INTX MONROE AVE SE & SE Z °O w W 16TH PL C.O.R BENCHMARK 1857 EL=413.38 Z (JUNE 2013) z Ln CN CN w w FOUND MONUMENT IN CASE BRASS PIN IN cv Z N N J > w CONIC INTX SE 158TH ST & 124TH AV SE 00 C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) CITY OF RENTON s4- `Gj� J E�)EPAFiTMEN-r OF PUBLIC WORKS 2 Q 0 APPROVED BY DATE ♦ Z i. W APPROVED BY DATE V� AF v b� APPROVED BY DATE ° CONS) APPROVED BY DATE SEWER AND WATER PLAN AND PROFILE DATE: 1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: MAINVUE WA LLC PAGE: DRAWING NO 1110 112TH AVE NE, SURE 202 LL! lid BELLEVUE, WA 98004 SHEET:53 °� gg U S - 3 9 2 3 0 9 IWI-131912131019