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HomeMy WebLinkAboutW-392304co N 0� co 0 W rr a w n zz z u a w 0 LL w a a rr J Q I I I I X z 0 c.� z Y w Q m 0 u to m r7 0 Go 0 N 0 N Q) v 0 0 I N 1n I Ln Ln 0 0 Ln Ln O V O 0 O t0 Q EL Lu �; it SITE PLAN KEY MAP a 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. VERTICAL DATUM 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) ASBUILT SEWER AND WATER PLAN AND PROFILE - SE 18TH ST AND TRACT E E SHEET 52 SE tigxn N FDR C� "1VMS .�L77Q4 Q � 88 422.30 Now 4W 425 415 410 405 ■ SEE SHEET 54 FOR CONTINUATION 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= 0 Pico a ■ -I_ 1W� A 'WQ IZN �mlVr- .Q A 2 1 ■ 1 ■ 1 ■ NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. ■ ■ ■ ~6v 1 FIRE HYDRANT 'IN STA: 14+37.68 ^� 1 OFF: 16.50' Nw --- i Opgo ' ■ ■ 1 _ o ■ �' 6 M 7 VN2019.6 ■ ■ i - ' 3 E. 130903 45 F 1.86% 57 - ■ ■ ■ N.172 37.76 1 E. 130 975.1 1 ■ 1 ■ 1 1 I - - . i i ■ SEE SHEET 61 FOR MANHOLE _\ INSIDE DROP ONNECTION. S�oR ■ ' ' ! 3-)" STORM 2 ■ SSMH#5 TYPE 1-4T • STA. = 30+06.15, 50.57', ■ RIM = -427.8 427.93 ■ F 2.49% 79 ! STA. IE _ 5 (8" W) 41 04, TYPE 1- 30+04.01, 4 00', RT ■ . ■ 1 ■ RIM IE = IE = IE _ IE _ 425.88 417.36 (8" E) 41705 ■ 394.92 (8" S) 394.83 4111.43 (8" N) 11.01 ■ (8" W) 94.75 ! EXISTING GRAD ■ Q CENTERLINE PROPOSEDGRADE ■ Q CENTERLINE (V r7 cV to 0� N N N t(0 tLO0 r7 N CV N O c"I tLn o Ln Ll j cV LO t0 tV N tLO0 I� 04 15+00 SE 18TH STREET RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED UTILITY CROSSINGS: QIE 8" W=420.36 T/P 12" SD=402.58 QIE 12" SD=398.91 T/P 8" SS=394.65 QIE 8" W=421.25 T/P 8" SS=397.90 QIE 12" SD=398.53 T/P 8" SS=395.90 QIE 8" W=420.76 T/P 8" SS=418.25 © IE 12" SD=424.41 T/P 8" W=423.41 QIE 12" SD=421.17 T/P 8" SS=419.02 ®IE 8" W=420.36 T/P 18" SD=401.60 WATER MAIN FITTING DATA TABLE O STA. 15+01.88, 7.00' LT INSTALL: 4W 1 -8" CROSS (ALL FL) 4W 4-8" GATE VALVE (FLxMJ) O STA. 21 + 73.02, 7.00' LT INSTALL: 1-8" DI TEE (FL) 445 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING O STA. 14+37.68, 7.00' LT, 16.50 LT INSTALL: 1 -FIRE HYDRANT ASSEMBLY 444 PER STD. PLAN. NO. 310.1 1 - 8"X6" TEE (MJXFL) 425 1 - 6" GATE VALVE (FLXMJ) 4O AT CONNECTION TO EXISTING WATERMAIN INSTALL: 4W 1 -8" GATE VALVE (MJXMJ) 420 415 410 SEE SHEET 18 FOR CONTINUATION o aoo a 2 a cr ..:........... TRAC' cr 436'' M ■ ■ ■ ■ ■ ■ m m r-m SEE SHEET 18 FOR CONTINUATION E- I I I LnI I I I I XI II I W DEFLECT WATER MAIN AS NECESSARY TO MAKE CONNECTION I - - - - EX. 8" WATER MAIN CITY WATER PROJECT # (W-0508) 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 @ 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: NOTE:RADF ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. PROPOSED GRADE PAIMA `'' XCAVATI R NEW - - _ _ ATE n Al z W - - ER MAIN EXISTING GRADE 0- SECTION Ln r� � con t7j 4 pq r7 �i. tb Ln M r7 CO 00 Lo W) r7 to 0) of r- r7 117 N 00 tj C6 � r7 O �Ln O O 0-) ni cV � t0 �Ln rry .} �� t0 �--I: Ll) - ' rM o0 t0 Ln 't O Ln qt NOTE: CONTRACTOR SHALL NOTIFY THE FOLLOWING CONTACTS FROM SEATTLE PUBLIC UTILITIES (SPU) 36-HOURS BEFORE ANY EXCAVATION OR POTHOLING NEAR SPU 36-INCH WATER PIPELINE. WAYNE SMITH (206)-979-6691 - TRANSMISSION GROUP PAJ HWANG (206)-386-4198 - SENIOR CIVIL ENGINEER AN SPU REPRESENTATIVE MUST BE ON -SITE DURING ANY EXCAVATION NEAR SPU PIPELINE 395 O WATER LINE TO PASS BELOW SPU 36" WDETAIL WATER MAIN. SEE THIS SHEET. REMOVE EX. CAP & W OBLOCKING W �n REPLACE EX. 8" GATE VALVE INSTALL: 0 1-8" GATE VALVE (MJXMJ) 1-8" MJ SLEEVE (MJXMJ) M W Z �I J 003 xl w a 380 75 TRACT E CONNECTION DETAIL NOT TO SCALE 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 2-8" 45' BEND (MJXMJ) W/ MEGALUG ADAPTERS TYP. SURVEYED: BCE DESIGNED: BJT BK 11/20/1q BJT DRAWN: RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT TRACT E PEDESTRIAN ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' SCALE: HORIZ: 1 "=20' VER: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 4' 8" DIP CL 52 WATERMAIN 52+00 FINSIHED GROUND 36" WATERLINE SHALL BE POTHO TO VERIFY EXACT LOCATION AND DEPTH PRIOR TO CONST TION. CONTACT ENGINEER IF CONFLICT EXISTS. EXISTING 36" WATER LINE WATERLINE DEFLECTION DETAIL SPU WATERMAIN CROSSING NTS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. 4a0 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. 445 IF THIS IS NOT POSSIBLE ETHO FOAM PADDING WILL BE PROVIDED. KEY NOTES 440 PRE)VIDE FILL E)YER NEW MAIN TO PRE)YIE)E MINIMUM 4' SEE ronccIGnrr 4W OCONTRACTOR SHALL POTHOLE EX. 8" WATER AND VERIFY EXACT DEPTH PRIOR TO CONSTRUCTION. REMOVE EX. BLOW -OFF AND CONCRETE BLOCKING. CONNECT TO END OF EX. 8" WATER. COORDINATE WITH CITY OF RENTON FOR 4W SHUT-OFF. CONNECTION PER COR STD PLAN 300.5 FINAL CONNECTION BY CITY FORCES. SEE DETAIL THIS SHEET. J. TA�k �y W o Z z ,p 4 423 p �� 'nc� F6' ss%NA L 11/zo/zos 2 (N ui 0 U z> zD-- O N LLI QN W J J a< X z Z w W N J Z Q rr) N N O N 00 z Z Z CO N I- cfl 00 Z > Fr z w W I I CN Q - - Ln Ln Z 0 Z Ln N N .-I - Z } w CONCRETE THRUST KS PER C.O.R. Ln Cj Z � Ln > � r 6 STD P 330.2 & 330.3. S SHEET 63 CITY OF RENTON J DEPARTMENT OF PUBLIC WORKS Q 2 z APPROVED BY DATE '= z WLO APPROVED BY DATE �R V� ,tom= v O � APPROVED BY DATE b►� N5J 0 CD r APPROVED BY DATE O SEWER AND WATER PLAN AND PROFILE D 11 /20/2018 m ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: O MAINVUE WA, LLC PAGE: DRAWING N0: MO 112TH AVE NE, SUITE 202 ui BELLEVUE, WA 98004 U SHEET: .w GF: ww S - 3 9 2 3 0 4 IWI-131912 131014