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HomeMy WebLinkAboutR-392325co M N 6 II i LLI i rr a w z z z ua cj LLD 0 O LL a a a oC J J a I I I I X z O z Y Q m 0 U In 2- Ln 0 N O N 6 E 0 0 a a I r E m I Ln O co U) 0 Ln O Q0 1-1 V) O CD CD c0 w � Q EL w �; i� SITE PLAN KEY MAP a NTS 435 425 410 405 Ln 00 N CID CO RIM=424.80 IE=421.80��(6") 42`4 80 ■ OW■ . R. 2 1 M •. o W ■ ' •.48 D1 25 LF 12" LCPE Z -4&' . LF.. 24" . tEPE _ - - 4.4........... . co - =1 CB#18 P v 1 !��•���� �I .. 88 422.30 I ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE IE=422.10 (6") IE=421.90 (6") IE=421.00 (6") LOW PT STA = 30+92.67 HIGH PT STA = 31 +70.12 LOW PT ELEV = 424.21 HIGH PT ELEV = 424.66 ■ PVI STA = 3 +76.00 PVI STA = 32+36.79 PVI ELEV = 423.88 PVI ELEV = 425.49 K =33. 3 K = 33.33 100 V 200 VC HSD REQUIRED = 155A SSD REQUIRED = 161.8 HSD PROVIDED = 440.8 CD SSD PROVIDED = 266.1 1 (.6n Q6 (.6� �N - + N + N + i w\ ` EXISTING GRADE Q CENTERLINE o w ■ 0iU cnU\__ --- _ r7^ c!iU jw jw W jM m N p W MCN \ ~NW PROPOSED GRADE Q CENTERLINE � ■ 1 3 g WATER 1 ■ 1� 2 � \��� � W . N - - Ur I W 24 3.88q LF 12" LCPE Q A PUBLIC ■ = c3a,TYPE 1 PUBLIC 6 S ■ (n A. = 30+93.27, 12.17', LT 4 1 W RI = ^'� 423.84 -DIRECTIONAL VANED GRATE -W, IE = 421.47 (6" E)421.84 0- Lu z IE = -426.97 (12" W) 421.07 J ■ 1 1 60 DI 7 123 DI 48 DI -6+ LF 24" +GPE- 4-2-2- LF 24" tEPE @ 0.50% U 411 LF 24" t FLC -9* LF 24" tePE @ $66965 (PUBLIC) @ 0.6e%- (PUBLIC) 8" SEWER p -0.70% (PUBLIC) 0 4 .� ■ 0.839 8" SEWER WER ,, CB#22 TYPE+54' TYPE 2 ■ C TYPE 2 k18 -48 MANHOLE STA RIM 31+87.24, 12.17LT = 7 424.38 MANHOLE (PUBLIC) IE = 421.37 (12" W) 420.96 STA. = 19+87.83, 15.47', RT W/ THRU CURB INLET (PUBLIC) 24 12" Q 44+* PUBLIC RIM = 423.49 423.42 STA. = 30+93.27, 12.54'. RT LF LCPE TYPE 2 049° IE = 398.82 (18" E) 398.67 ■ RIM = z3.96 423.97 1 CB#20 �`4W IE = 398.32- (24" S) 398.48 RI-DIRETI NA AN RAT IE = 397.39 (24" S) 397.50 MANHOLE PUBLIC 1 - IE = A 1� (12" E) 420.14 STA = 31 +87.24, 12.17', RT 124T PLACE SE EXISTING GRADE IE 3939 (24" N) 397.50 RIM = -4i4.3-7, 424.46 RESIDENTIAL ACCESS C� CENTERLINE - IE = 39�5 (24" S) 398.11 HORIZ. 1 25 MPH DESIGN SPEED "=20' - VERT. 1 "=5' - PROPOSED GRADE - ■ IE = -4z6�7 (12" E) 420.71 IE = 420.87 (6" W) 421.46 @ CENTERLINE IE _ (24" N) 398.0 I� M N N N M M N Lq 7 st (0 7 t0 Ln N 00 N N O O) 't I 't 00 N N O � N Ile) M N N O N O 4 O N I") 4 00 N N -W N OJ N 4 N N 4 N Ln N N N cV eq Ii 0n N (V 1i N r--� C4 N Ln lV Ln N N cc p N Lo 31+00 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. 32+00 33+00 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION IE=419.60 (6") 440 395 385 h h IE = 415.12 (6- IE _ (24 N rj Ln o0 �--d- D CO R/M= 414.82 1E= 410.60 (6-) Co RIM=416.10 IE=413.10 (6") ;..oiu_�c`nQn 25 MPH DESIGN SPEED P 0.50% = 35+ 19 291, 12.17. CO RIM=41 1.50 IF=4nR min (r,") CO RIM=406.20 IE=403.90 (6"). CO RIM=406.20 IE=404.20 (6") 415 410 0 -KC lmmmmmmmll 34+00 VERTICAL DATUM CITY OF RENTON, NAVD 88 SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: HORIZ: 1 "=20' VER: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY \ ■►�_; 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) VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 :16 CITY OF RENTON DATUM Plonning/Building/Public Works D CIO - RIM=41 1.50 NO PARKING SIGN INSTALLED PER IE=408.30 (6") n DETAIL ON SHEET 25. PARKING 5 U WILL BE PROVIDED ON THE 751.50 450 OPPOSITE SIDE OF THE STREET. Nn ROAD NAME SIGN INSTALLED PER DETAIL ON SHEET 45. INSTALL PEDESTRIAN ❑ W U WARNING SIGN (W11-2) ' N� NOTE: M26 WJr EXACT LOCATION AND NUMBER OF SIGNS N TO BE CONFIRMED WITH CITY INSPECTOR a....' (n .•• PRIOR TO INSTALLATION OF ALL SIGNS . .............� W (rYP). KEYNOTE i Z SPOT ELEVATION AT ' J �1 BACK OF WALK, CENTER � 6 = OF DRIVEWAY. 24 LCPE U KEYNOTE: 3#25. Q CURB RAMP NUMBER SEE ° c 0 SHEET 36 FOR GRADING DETAILS. UTILITY C PWNGS IE 12" SD=420.75 CIO X 1 T/P 8" W=419.75 RIM=410.80 IE 12" SD=420.30 IE=403.10 (6") '& T/P 8" SS=396.70 QIE 12" SD=421.16 3 T/P 8" W=420.16 QIE 12" SD=420.71 4 T/P 8" SS=396.70 AIE 8" W=419.51 T/P 8" SS=399.27 ©IE 8" W=419.24 T/P 18" SD=404.19 QIE 18" SD=400.43 T/P 8" SS=397.14 ®IE 12" SD=415.41 T/P 8" W=414.41 QIE 12" SD=414.96 9 T/P 8" SS=397.90 ®IE 12" SD=407.91 T/P 8" W=406.91 ®IE 12" SD=407.46 T/P 8" SS=398.73 ©IE 8" W=406.03 T/P 8" SS=400.73 ©IE 8" W=405.80 T/P 12" SD=401.20 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. T A� k W o Z z ,p 4 423 p �� ins F6/STFR� SIONA L ECG 11/zo/zos 2 N 0 U z> zD-- O N QUJ J G_ J W z x < z W N < ,z J Z Q O N N N 00 U Lg Z 00 rn N cfl r- 00 > z Z Q I I ww 07 07 z 3 z Ln IN .-.' En N En Z - w w N Z Z N N J� Y �� U N N ° 0jv/ CITY OF RENTON J DEPARTMENT OF PUBLIC WORKS 2 Q ♦ i � Z W APPROVED BY DATE APPROVED BY DATE APPROVED BY DATE bA v v ° CONSJ APPROVED BY DATE ROAD AND DRAINAGE PLAN AND PROFILE DATE: /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: MAINVUE WA LLC PAGE: DRAWING NO , 1110112TH AVE NE, SUITE 202 ui cd BELLEVUE, WA 98004 SHEET: 25 OF: ww U IRI-1319121312151