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HomeMy WebLinkAboutR-3923240 U (n EL ao 0 N 0 (D E 0 0 V) 0 E ry I Ln 0 L� 0 Ln Ln O L9 1-1 Ln 0 CD 0 c0 a r LL 4; i� `0N F� CO RIM=428.60 IE=425.20 (6") 0 10 20 40 SEE SHEET 36 FOR S INTERSECTION GRADING DETAIL. � oo. w. ; �0 2� ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - 124TH PL SE AND ROAD A SEE SHEET 19 co ALLURA AT TIFFANY PARK IE=42M.10 (6") FOR CONTINUATION '�PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 219 24 LF 12' o :o TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON C ,wo C / 1 ''^^ko 6 LF 18" LOPE • D %C k 6 I 5 '' ■ N fav iv v d l 0 U) 8" WATER .... CB'�51 W - ..NCO O --w■ 24 LF 1f" LCPE: 15- 00 4 6 'WM //��� , 124TH \PL S_E 5. Iw V/w17 :. - \ •• N a) i ; /' 8" SEWER 3 ' co\/J Q Q w• ; I Ce>5o g DI 10 CB#17 1 z " Q cc 1 � ddo- I I ' ............ I I I I I 435 425 415 410 CC�i�7 385 ROW r 0 f.�y� LOW PT STA = 29+60.52 LOW PT ELEV = 424.74 PVI STA = 29+48.03 PVI ELEV = 424.36 50' VC - 1-1SD-REQUIRED = 164.3 0 HSD TO BE -MITIGATED BY �Oq DO P6 � STREET LIGHT - _ � o cl� � O � O� N rn� N , � w W U � W U MN U U U m U > mm U wW > \ \ ow m --- - / 2.00% 2.00% 1 8 WATER lF ,'t • �p $ DB/'- 8" SEW f R 5 CB#51 TYPE 1 PUBLIC STA = 29+60.52, 12.17', LT RIM = 424.49 424.65 W/ BI-DIRECTIONAL VANED GRATE IE = 421.49- (12" W) 421.41 IE = 421.95 6" E N� 3.009 24 LF 12" LCPE @ 4(PUBLIC) _ = �, n CB#50 TYPE 2-48' PUBLIC LL STA = 29+60.52, 12.17', RT L LH RIM = 424-49- 424.52 O LL IE = 4-11.45- (12" N) 411.12 DI (� IE = 420-49 (12" E) 420.70 IE = 429.99- (6" NW) 424.52 46 LF 30"F w IE = A 1� (12" W) 410.60 @ -6:�9• - (PUBLIC) w 47 DI 18.709 ''z 0.52 -43- LF 12" LGPE @ (PUBLIC) W CB#49 PM)E+48' TYPE 2 6 Lij Z MANHOLE (PUBLIC) 25 Di 18.56X STA = 14+49.77, 12.17'. LT m4 LF 12" APE SD @ 26.88% RIM = 422.98 423.01 � IE = 402 52 (12" E) 401.81 CB 16 +54' E 2 •, TYPE 2 Q I STA RIM = 14+49.77, 12.17', = �0 42100 RT MANHOLE (PUBLIC) - IE = 397.65 (12" N) 39775 STA = 30+47.25, 12.17', RT - IE = 396.rs (30" SE) 396.35 RIM = 424.28 424.42 - IE = 396-151(30" W) 396.25 IE = 397.57 (18' E) 396.35 IE = 4" 71 IE _ 396.57 (30" N )396.59 4 N N to N N LO N N � LO Ln N W5 N Ln Ln N N 00 29+00 30+00 124TH PL SE RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED EA Ell e 425 415 ,A C� 385 n N 30+60 UTILITY CROSSINGS: QIE 12" SD=421.28 T/P 8" W=420.28 QIE 8" W=420.76 T/P 8" SS=397.89 QIE 8" W=421.25 T/P 8" SS=397.89 QIE 8" W=420.36 T/P 18" SD=401.57 ©IE 18" SD=398.8 T/P 8" SS=395.9 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION SEE SHEET 36 FOR INTERSECTION GRADING DETAIL. 425 415 "L, •Ti ■ \\`11111111 N \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \� D � m � o l D 0 m NINE 0 NINE m NINE m NINE m NINE m NINE m NINE 0 NINE 0 NINE 0 NINE 0 SEE SHEET 25 FOR CONTINUATION MEN • , - �a■��es�.x� ■ ■ INS- IMM M -Ildl MM 1 ■ ■ Mill •-. = Ellit I Mill MM MM ■ �J �ii ■�1■1 ■ �I■ ■IBC■1�r.�•1 ■ Tim ■ �I�I■ 0 0 0 0 ri m-m-m-m-mu =�- INS ■I�Illll��.i ■ �1�1■ ■ �1�1■ ■■ ���� ■ �1�1■ ■m�■■ ■ mTim ■■�■■ _ f � , 1 I ■ Tim ■■� ■■ ■ �l�l■ ■■�lm■■ Mill �m�om ME ■ �m�om �mm� ■ �■�■■■�-, �i MM �m�sm ■ _■_■■ L' 1 ■ �■■■■ �iR�]i�l■�■� ■ �■■■■ i W,Arfl y�111■ POP� ■ �■■■■ MJ+/��-1■� �� ■ �■■■■ ��-mmI■�■ ■ �■■■■ ��•_ IN ■ �■■■■ w��� IN IN ■ �MMEN MENNIOE- ME _ I ■ jmI ■ ■ �MMME -■■■■-� ��il �4.4�Lll•P1�1�R• 'ate �■ ■ 1 I ' �' ■ ■■■■■--� ----- ■�= ■ ■■■■■�- M ■ ■ ■■■■■I--�'JL1o111��� ��. or_i�!c1cl��zeL�_���■�.�� ■ ■■■■■-- ■� ■ �ar"�a17Y/idles■ -- ■ _■■■wl■�- ■ME ■■��� ■ Mill 0 %J MM `rMM0 NommossonsLo MM MM MM Mill I MM i.: �.t�-� .. - IT SURVEYED: BCE DESIGNED: BJT BK 11/20/18 BJT DRAWN RAG BK 11/2/18 BJT CHECKED: RAG BY DATE APPR APPROVED: BJT 20+00 21+00 ROAD A RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 25 MPH DESIGN SPEED SCALE: " VERTICAL' NAVD 1988 HORIZ: 1 =20 HORIZONTAL: NAD 1983/1991 :16 _ CITY 0 F VER: 1 "=5' RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NO PARKING SIGN INSTALLED PER © DETAIL ON SHEET 45. PARKING KEYNOTE WILL BE PROVIDED ON THE OPPOSITE SIDE OF THE STREET. SPOT ELEVATION AT O BACK OF WALK, CENTER ROAD NAME SIGN INSTALLED PER OF DRIVEWAY. DETAIL ON SHEET 45. KEYNOTE: NOTE: X CURB RAMP NUMBER SEE EXACT LOCATION AND NUMBER OF SIGNS TO I SHEET 36 FOR GRADING BE CONFIRMED WITH CITY INSPECTOR PRIOR DETAILS. TO INSTALLATION OF ALL SIGNS (TYP). UTILITY CROSSINGS: QIE 8" W=419.51 T/P 8" SS=407.44 ®IE 8" W=419.24 T/P 18" SD=404.20 QIE 18" SD=400.43 T/P 8" SS=397.14 ®IE 12" SD=419.52 T/P 8" W=418.52 ©IE 12" SD=419.02 T/P 8" SS=411.18 SITE PLAN KEY MAP a 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. VERTICAL DATUM CITY OF RENTON, NAVD 88 BENCHMARK 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) 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. T AE k oZ z ,p 4 423 p �� F�1 ST011 ss%NA L 0� 11-/2.0/2.01 2 (n c, U F- z> zD-- 0 N Z UJ J a J w z x < < Z w W N J Z Q r*,) O N N N 00 U Lg Z C:j 00 rn N (.0 r- 00 > z Z Q I I w W Ln Ln z 0 Z Ln N Ln N u7 Z 5-: W NZ 00 N "t N "t J� Y U N CITY OF RENTON `Gj� J sd> DEPARTMENT OF PUBLIC WORKS 2 Q ♦ i. 0 Z W APPROVED BY DATE APPROVED BY DATE V� 11F_ APPROVED BY DATE bA v v ° CONSJ APPROVED BY DATE ROAD AND DRAINAGE PLAN AND PROFILE D 11 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: MAINVUE WA LLC PAGE: DRAWING NO , 1110112TH AVE NE, SUITE 202 �! BELLEVUE, WA 98004 SHEET: 24 OF: ww lid U IR-3912324