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HomeMy WebLinkAboutR-392320N co I 0 W v rr Q w n z z u Q w LL 0 0 LL a rr J Q I I I I a� X z 0 0 z Y J Q m 0 U In LL rn �i 0 N 0 E a� 0 0 CT a a I E I Ln 0 0 Ln Ln Ln 0 L9 1-1 V) 0 0 O c0 Li Q EL Lu �; i� DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. FOR ALL PIPES WITH OVER 10% SLOPE PIPE ANCHORS PER COR STD 221.30, SEE DETAIL ON SHEET 45, ARE REQUIRED EVERY 50 LF. 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. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMAIRKFOUND MONUMENT SE 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) CO I I RIM=430.80 IE=427.80 (6•)� CO RIM=428.60 IE=425.60 (6•) 20 428.60 423 %woo.' i --1 • 445 4W 425 415 ' K• ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - SE 18TH STREET FOR ALL UlM AT TIFFANY PARK 57 PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 219 TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTYSTATE OF WASHINGTON C CO DI\I-AiZ MiLA_A 2A nt%- rri I - On I� # BEARING PAD ELEVATION (TYP.) CO RIM=433.90 IE=430.90 (6") BEARING PAD ELEVATION (TYP.) CO RIM=4'A'A A0 It=4.)V.OU kb J CO RIM=433.60 IE=430.60 (6•) KEYNOTE: NO PARKING SIGN INSTALLED PER SPOT ELEVATION AT �p DETAIL ON SHEET 45. PARKING O1 BACK OF WALK, CENTER WILL BE PROVIDED ON THE OF DRIVEWAY. OPPOSITE SIDE OF THE STREET. EROAD 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). CO RIM=433.60 IE=430.60 (6") CO RIM=433.60 IE=430.60 (6") 27 433.60 433.63 \ D CIV D D • ° D,a CO LZO D. 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REVISION SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT 445 4W El R51 425 � f 415 18+00 19+00 SCALE: VERTICAL: NAVD 1988 HQRIZ: "1 "=20' HORIZONTAL: NAD 1983/1991 Cl T Y OF 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 12" SD=428.18 T/P 8" W=427.18 QIE 12" SD=427.70 T/P 8" SS=422.00 QIE 12" SD=429.99 T/P 8" W=428.99 QIE 12" SD=429.62 T/P 8" SS=424.05 QIE 12" SD=429.57 T/P 8" W=428.57 ©IE 12" SD=429.03 T/P 8" SS=424.54 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. y 3• TA�k � c Q Z � o z o ,p 4 423 p �� ssIONALT��NG���, 11-12.012.01 f (n LLJ 2 0 U F- z> V Ld N U) Q J J w a < X z z w L W N J Z Qr-10 N N O N 00 U � Z 00 N r j Z CT1CO ao W W CN I I ui Q Z 3: Ln Ln c Z LO C4 C4 w } Ln Ln Lw N Z N N J 00 LLj CITY OF RENTON J E�)EPAFiTMENT OF PUBLIC WORKS 2 Q L1 APPROVED BY DATE ♦ Z i W APPROVED BY DATE APPROVED BY DATE v bA ° CONSJ v APPROVED BY DATE ROAD AND DRAINAGE PLAN AND PROFILE D 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: MAINVUE WA LLC PAGE: DRAWING N0: 1110112TH AVE NE, 1SUITE 202 LL! BELLEVUE, WA 98004 SHEET: 20 OF:68 U IRI-13191213F2101