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HomeMy WebLinkAboutR-392319co N m co I 0 W Y rr Q w I z z u Q o w 0 H 0 w Q Q rr J Q I I I I x z 0 c� z Y J Q m 0 U n CID N 0 a) E 0 0 V) 0 I N E ry I Ln Ln 0 L� 0 0 Ln Ln O Q0 SITE PLAN KEY MAP NTS ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH STREET AND TRACT E E sHE� 23 SE vyA�oN � ■ F �R c° ■'W:' v I� 7 / 425.60 47 Z9. L 12" LCP 1 ♦ - 8 422.30 mom 435 425 20 SEE SHEET 24 FOR CONTINUATION CO IM425 20 0 E(6") ALL URA 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, ��0' 0 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON �1 N SEE SHEET 36 FOR CUL-DE-SAC GRADING DETAIL. --- 1 +- -td L.I ~NWCnU ■ j w 6 415 ■W IW■ 1c■ 410 •W 1cc IW 'z 405 1 1= 'U 1� 1� 400 46- LF 30" tE @ Q } (PUBLIC) /SAC JC��.• TYPE 2 ■ HOLE (PUBLIC) 1 STA = 30+47,25, 12,17', RT RIM 1 = 424.28 424.42 390 IE = 394-.54 18" E 396.35 IE = 39:7.97 (24" S) 397.10 ' IE = (3(�" NW) 396.59 7'4 LF 12 LCPE @ 20-9G•% CB#49, TYPE+LI$' TYPE 2 25 18.56X MANHOLE (PUBLIC) CB1t16 TYPE+54' P£ 2 STA = 14+49.77, 12.17', LT RIM = 422.96 42101 STA. = 14+49.77, 12.17'. RT IE = 482.52 (12" E) 40181 RIM = 422.96423.00 IE = 482.52(12" S) 40239 IE = 397.65 (12" N) 397.75 IE = 39615 (30" SE) 396.35 IE = 396..15 (30" W) 396.25 v to 00 LO � 415 410 STA = 15+40. 0, 12.17, LT RIM = 4z`'45 27.42 ■ IE = 424.95 ( NE) IE = 424.45 (12" SW) 424.28 O ■ ■ 3 24 LF 12" LCPE @ z19s99`:!r PUBLIC 8#33 TYPE+4W TYPE 2 W ■ MANHOLE (PUBLIC) W S A = 15+40.90 12.17', RT = ■ R M = 4z27.45 427.50 ■ 390 W I = 9.5 (12 NE) 423.44 W ■ ^ ` = (18 W) 404.50 (n - 385 EXISTING GRADE _ ■ @ CENTERLINE ■ PROPOSED GRADE @ CENTERLINE 380 o t IR � Lci t r, CN N CN 04 CN � 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=397.80 © IE 12" SD=423.41 T/P 8" W=422.41 QIE 12" SD=421.17 T/P 8" SS=419.02 ®IE 8" W=420.36 T/P 18" SD=401.60 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION KEYNOTE: ®X CURB RAMP NUMBER SEE SHEET 36 FOR GRADING DETAILS. 00+ZZ 5' WALKING F' DATu 4" CONCRETE 2" TOP COURSE 5' WIDE WALKING PATH NOT TO SCALE KEYNOTE SPOT ELEVATION AT �1 BACK OF WALK, CENTER OF DRIVEWAY. �j CONNECT WALL DRAIN TO STORM LINE. 5' WIDE PAVED NO PARKING SIGN INSTALLED PER [El DETAIL ON SHEET 45. PARKING • l WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ElROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 45. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). TRACT D 1CT f \\-TRACT F ck CL EXISTING GRADE @ CENTERLINE ru o uILL W J - - - - - cr / / / / / EXISTING TLHLINL 'a CENTERLINE GRADE Ln I"D 00 O PO CO � r7 I� 00 Ln M r7 n Q0 00 '6 M r7 t0 0j M 0) r7 N (.000 Dd r7 O t0 Q0 O � 00 Lo N 0-)LO N � to to4 Q0"I � � 4 .4- r- 4 � to cn r7 'i 4,6 � � M ,W O Ln � O O 'i '�t 50+00 51+00 TRACT E PEDESTRIAN ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS VERTICAL DATUM NOTED OTHERWISE. CITY OF RENTON, NAVD 88 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE BENCHMARK ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. FOUND MONUMENT IN CASE LEAD PLUG & TACK NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. SURVEYED: BCE DESIGNED: BJT BK 1/20/1 BJT DRAWN,RAG BK 11/2/1$ BJT CHECKED: RAG BY DATE APPR APPROVED: BJT 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 CONC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) SCALE: HORIZ: 1 "=20' HORVERTICAL: NAVD IZONTAL: NAD 1983/183/1991 C I T Y O F VER: 1 "=5' RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works [ IF NOT ONE INCH SCALE ACCORDINGLY SITE PLAN KEY MAP I NTS CONSTRUCTION RECORD 0 DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN 445 EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. 440 y 3, T A� k W zZ 435 41423 0 �� �NAL�������� 1-1-/2-0/2-01- 430 N 2 c, U z> � Z � O Q0 (n J J w X aI­_ 0 52+00 Iz J z Q N r-10 N O N N 00 U Z 00 N rn cfl 00 Z ww CN I Q 07 I Z Ln c� Z Ln w } u7 u7 w N 00 Z N N J Y U N N° '0�, . CITY OF RENTON J � sd� DEPARTMENT OF PUBLIC WORKS 2 APPROVED BY DATE z W APPROVED BY DATE V0 ,`�_ APPROVED BY DATE bA v ° CONSJ APPROVED BY DATE ROAD AND DRAINAGE PLAN AND PROFILE DATE: 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK MAINVUE WA, LLC PAGE: DRAWING NO: pt.1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 SHEET Jw OF ww �■[f�f�]f�[fBflf�