Loading...
HomeMy WebLinkAboutR-392327rr Q w n Q Z` z u w 0 LL Q rr J Q z 0 0 z Y J Q m 0 U 1n EL Q0 ao 0 N \ O N N E 0 0 I C» E o- I Ln Ln 0 C0 cn cn 0 Ln Ln O QO i O 0 CD to wj a w i� CO RIM=424.80 IE=422.70 (6") nnO_ ♦7iV Qc�O 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. ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A 0 10 20 40REEZEEEZ CO : 61 CO RIM=424.60 : 424.60 RIM�_425.60 CO IE=421.70 (6")...' IE=421.60 (6") RIM-424.00 IE=421.30 (6") .. Ca •'•' - ��60 RIM=4�4;0ij'..q.3�•.......' 59 424.00 IE=421.20 (6") , 1 4 4.4 ,. 4?i4........... / ...... ••......... .............. p � D D � ' 7 °R n� �♦ ° p° 4 7 72 N� 423.50 D CB#59 _ 107 LF 1 " PE ..p • p 'D P. �D 424.06- / CO 'RIM=424.30 .Je=421.20 (6") CO RIM=424.30 IE=421.30 (6") 71 424.30 N 0 FOR ALL UIM 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 CO RIM =427.10 RIM=429.00 CO IE=424.10 (6") IE=426.00 (6") 64 i 65 RIM=425.60 63 CO I CO 66... 62 IE-4 3.10 6" CO 427.10 RIM=429.00 429.00 I RIM=431.00•••431.00 432.90 425.60 2 ( ) RIM=427.10 I IE=428:00. (6") „ IE=425.90 (6") I k� I IE=422.70 (6) ........ 4 8 I - 1 425.97 1 4, .' .. : ..o +- W vv / IV - / W \ O //-159 LF I2'\LCPE I 425.64 CO......... I -RIM=425.30'. IE=422.25 I CO 70 I RIM=425.30 425.30 I IE=422.30 (6") CO RIM=426:50 CO IE=423.40 (6" ).. RIM=426.50 IE=423.50 (6") 69 426.50 D A o CBM 8" WATER N 3 54 p , Re D OD �/ a D ■ M...1 cV ■ ��w a W ■NO W 41 �2O 1 (1)+ 8" SEWER \�. 179 CB#60 LTA I \\ \ +8& LF 12" LCPE W N ■ D W H P �� P ■ 428.16 , , 429.00 1 1 U ................... . . 42 7.80 Ia 67 INSTALL 4' HIGH BLACK VINYL 429.30 CHAIN LINK FENCE PER WSDOT i STD PLAN L-20.10-03 ON TOP OF TRAFFIC BARRIER. TRAFFIC i BARRIER DESIGNED PER RETAINING WALL PLANS. 4Q _ N - 1� M M - 00 aM - O) II II2111� - II + 4W- 200' VC N LH IJ > J - Ill"J N W W H N 4WLu rn w w 0 CENTERLINE Nil 5 gLDC 425 w 0 - WAT 420 -- RIM _ " - � 415 "E - ^�= 415 - - STA.- , LT 7. BC DT04G7. = PUB - " S`v'v'%)jjFz1.zf 51A. 2.5+50.00. 12 1 co " - 39- 410 DI 0 IF - ". - STA. _ co RIM _ 42.5.83 111 4W = " GRADE _ r-VKUUPOSED GRADE 4W rn N r7 00 L O N (0 to N 00 N n CV w Ir N O to N O N p> I'`T N Lo 00 N T N n CV N rn N p� 00 N ul CD ,rj M N M M N Mj N O O Lo LO N O to 1, 00 00 r­ Qj C0 p Ln c"I N NN NN clI NN N INNN NN NN NN N NN �N �N �N N �N �►M �: M VERTICAL DATUM CITY OF RENTON, NAVD 88 22+W 23+W 24+W BENCHMARK SURVEYED: SCALE BCE HORIZ: 1 "=20' FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC DESIGNED: VER: 1 "=5' INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857 BJT EL=413.38 JUNE 2013 2 1 REVISED PER CITY COMMENT BK 1/20/1 BJT DRAWN: RAG FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX INTX SE 158TH ASBUILT BK 11/2/18 BJT CHECKED: ONE INCH AT FULL SCALE ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE NO. REVISION BY DATE APPR RAG APPROVED: IF NOT ONE INCH SCALE ACCORDINGLY 2014) BJT VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NO PARKING SIGN INSTALLED PER ©DETAIL ON SHEET 45. PARKING WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. ROAD 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). UTILITY CROSSINGS: IE 12" SD=421.30 IE 12" SD=424.78 T/P 8" W=420.20 T/P 8" SS=420.58 QIE 12" SD=421.23 T/P 8" SS=417.00 QIE 12" SD=424.85 T/P 8" W=423.75 CITY OF RENTON Plonning/Building/Public Works Dept. SITE PLAN KEY MAP a I KEYNOTE: SPOT ELEVATION AT (DBACK OF WALK, CENTER OF DRIVEWAY. 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. �3 TASK H� 1A z FS F6' S�ONA L NG N 11/20/2201 N O O z� O zz C") cn N J a J z Q zZ w J Q r) N N p CD N 00 U Z 00 00 N I1 > cy) (0 00 Z N I I ,^ zw Q 2i Lc) Lf7 0 Z O O F w LLj Ln Lc) > N Z N N J o_ CITY OF RENTON w J DEPARTMENT OF PUBLIC WORKS 2 EL Q Lry Z = W (3 LO LO APPROVED BY DATE APPROVED BY DATE �= O APPROVED BY DATE v b� O CO�SJ (4 T APPROVED BY DATE 7O ROAD AND DRAINAGE PLAN AND PROFILE DATE: 11 /20/2018 ` M ASBUILT - ALLURA AT TIFFANY PARK O FIELDBOOK: MAINVUE WA, LLC PAGE: ui DRAWING N0: 1110112TH AVE NE, SUITE 202 ui BELLEVUE, WA 98004 U cd SHEET: 27 0F:64 IRI 31912131217