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HomeMy WebLinkAboutR-392329rr Q z z u Q o H w 0 H 0 0 I- Q oC J Q 0 U n v �i 0 N 0 N \ a) E \ 0 0 0 I E ry I Ln 0 LO J) 0 Ln Ln O Q0 0 0 O Z W LL N i� 11 433.30 RIM=433.30 IE=430.30 (6") CO WETLAND BUFFER 42.6 RIM=433.30 ALONG TRACT LINE. IE=429.60 '(6") SEE MITIGATION PLANS FOR DETAILS. IE= 425.79 W/ DEBRIS BARRIER �2Q, W/5'X5'RIPRAP. PAD. ROCK LINING --TRACT R OUTFALL PER SPEC ,ZZsz ON SHEET 33 445 435 425 420 415 ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT N AND O FOR ALLURA AT TIFFANY PARK N PTN OF THE W1/2 8 SE1/4 OF THE SEi/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 o io zo ao CO 12 RIM=433.30 13 IE=430.�O (6") 433.30 CO 435.30 430............ RIM=•4.3.3•.30• IE=430.30 (6") / o a O433.99 r ■ i0 ,�34 \ 4 1 1 CB#70........� LF 1'2," SD : C �s 1 55 ,' �w . °a ■ 1a. -- - 1 .10 RIM-433.30 � 433.60 IE=43'0.00 (6') 1 CO ° 103 ' .•RIM=433.30 y �94 LF 12" . SD - - - - 434 .... [E'=430.30 (6") 6. PROVIDE DI SLEEVE WHERE SEE CONTINUATION SHEET 23 PIPE CROSSES WALL (TYP) `ON SITE PLAN KEY MAP a KEYNOTE: SPOT ELEVATION AT O1 BACK OF WALK, CENTER OF DRIVEWAY. SEE DETAILED CULDESAC GRADING SHEET 40 m m a Ln rn PROPOSED RADE +" @ CENTERLINE LL LLNv Q � J / 1.80% 55 0.76X 5& LF 12" DI -@ 6.689; (PRIVATES - EXISTING GRADE - - - @ CENTERLINE 8�R CB#70 TYPE 1 (PRIVATE)CB #54 TYPE 2-48' PUBLIC) STA. = 27+55.03, 147.74', RT RIM = 433.39- 433.27 STA. = 27+74.95, 72.67', RT IE _ 4�9.89- (12" E) 430.91 RIM 433.58 433.48 IE = �5 (12" E) 429.05 CB#69 TYPE 1 (PRIVATE) " STA = 27+55.03, 90.20', RT IE = "'25 �9(12" S) 428.90 RIM = 434.43 434.22 EXISTING GRADE IE = 439.54 (12" W) 430.49 -24 LF 12" LCPE @ PRIVATE @ CENTERLINE IE = " z� (12" SE) 430.40 28 4.9390 PROPOSED GRADE @ CENTERLINE c r o� r7p 7M �^ �N CV IM C\I KMj � II II I"Ni M II � II 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 TRACT N JOINT ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' CITY OF RENTON, NAVD 88 BENCHMARK FOUND MONUMENT IN CASE LEAD PLUG & TACK 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 CONIC INTX SE 158TH ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE 2014) 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION 445 435 425 420 415 c El El EM I. kT.j 420 CAM 14 434.00 CO RIM=434.00 IE=431.00 (6") CO RIM=435.00 - IE=430.90 (6") CO J RIM=436.40 IE=430.20 (6") i 15 g32 16 ���, 1 436.00 ��--�-� - SITE PLAN KEY MAP a 435.00 c0 CO 436.40/ P a : a ° i R1M=435.88 RIM=436,40 ° ° 1E=430.20 IE=430.00 (6) " 1 1 435.46 436.52 4 NO PARKING SIGN INSTALLED PER ° © DETAIL ON SHEET 45. PARKING 12 SD CB#68 gs LF ■ WILL BE PROVIDED ON THE TRACT 0 ° ° I OPPOSITE SIDE OF THE STREET. 7S7EWER S 8 SEWER 1 NOTE: ° EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). \-TRACT SEE CONTINUATION SHEET 23 C 5' WIDE PAVED SEE DETAILED PEDESTRIAN PATH. CULDESAC GRADING 13 �7 PER DETAIL THIS SHEET. SHEET 40 HIGH PT STA = 1 +85.23 HIGH PT ELEV = 436.32 PVI STA = 1 + 71.69 PVI ELEV = 436.61 K = 7.64 no, VIC L` 0 Ln r7 U N N J W U W (/) U Urn Ln m m W 0�In � W PROPOSED GRADE w N' A 1 @ CENTERLINE � W Qu 0 U � J to w EXISTING GRADE-,' @ CENTERLINE 82 ��0.8290 - - - - - --- �3 LF 12" LCPE @ •$. . PRIVATE 8" SEWEREEf v ---CB #55 2-48' (PUBLIC) CB168 TYPE 1 PRIVATE - + 1.27, 21.97'1 RT STA. = 1 +25.00, 0.00', RIM = 436.11 RIM = 434.25 434.23 IE _ 429.65 (12" N) 429.41 IE _ 439.15 (12" S) 430.08 IE = 432.36 (6" NE) IE=430.78 (6" E) IE 429.65 (12" W)429.51 EXISTING GRADE @ CENTERLINE PROPOSED GRADE @ CENTERLINE �p Go0 � 0! �NOj Ln �^O �Ln O M O M M t0 CO ui n SURVEYED: BCE DESIGNED: BJT BK 1/20/1§ BJT DRAWN,RAG BK 11/2/1$ BJT CHECKED: RAG BY DATE APPR APPROVED: BJT TRACT O JOINT 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 VERTICAL: NAVD 1983 HORIZONTAL: NAD 1983/1991 DAT U M ClANA TY OF MLR RENTON Plonning/Building/Public Works Dept. Epic 5' WALKING L IVr I.VVI\JL 5' WIDE WALKING PATH NOT TO SCALE ' .10 420 ��• TA�k �� of W y� o Z z 41423 e, F01,,' S T E. l A L 11/zo/zos N 2 0 U z> Z a' O N uj Q cn J CL J W X z Z LQ� Uzi J Z N rr) N N 415 CONSTRUCTION RECORD Q 00 N oo `_' � z- � CO z DRAWING N I 00 I of W Q z z THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE `n `n w APPROVED CONSTRUCTION DRAWINGS PREPARED BY Ln I--, } BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN N Z N N J EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION 00 W > PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. � 0 •O�/ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS J 2 Q LS ♦ Z APPROVED BY DATE i W APPROVED BY DATE APPROVED BY DATE b� 0 CONS) APPROVED BY DATE ROAD AND DRAINAGE PLAN AND PROFILE D 1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK PAGE: MAINVUE WA, LLC DRAWING N0: 1110112TH AVE NE, SUITE 202 ui BELLEVUE, WA 98004 SHEET ww OF Aw oj U IRI-1319121312191