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HomeMy WebLinkAboutTED4003426.160 r U N 0 n i U U) / V) m i i 0 Q U V 0 U) / 0 ry / CD z Lv z (D M Lv 0 / Q 0 n U) z a Ir i C 0 0 / .. 0 L 0 0 �SHATTUCK TA 14+02.84 SHATTUCK STA 14+02.84, 17' LT BEGIN CEMENT CONC. SIDEWALK BEGIN CEMENT CONC. TRAFFIC CURB AND GUTTER R1 CURVE DATA HORIZONTAL VERTICAL PC - 14+55.65 FLOWLINE 17.65' RT ELEVATIONS: ? = 89°53'58" BEGIN 25.08' R = 9.5' 1? 25.06' L = 14.94' D? 25.04' T = 9.48' 0? 25.02' PT - 14+65.15 END 25.00' 27.17' RT R2 CURVE DATA HORIZONTAL VERTICAL PC - 15+00.48 FLOWLINE 28.14' RT ELEVATIONS: ? = 90*35'18" BEGIN 25.13' R = 10.5' 1? 25.18' L = 16.60' D? 25.20' T = 10.61' 0? 25.13' PT- 15+10.98 END 25.03' 17.53' RT O ry C>� 0 W W SECT.18 T.23N. R.5E. W.M. 3" HMA + + + + + + + + ++++++++ ++++++++ ++++++++ - +++�*+++ n + + + + 4-1 � + + + + + + + + �- SHATTUCK STA 15+08.00, 17' LT O 30' VARIES - --- -- �7�� - • - -- -- --� -- -% O ASPHALT SWALE 17' b I LO - - -I-- v ISO 17.6' Q 07 PROPOSED PAVING LIMIT W z U F— Q 14+00 r �i_% 1 15+00 II SHATTUCK AVE.Di I/N T_ R-2-7 - II SHATTUCK STA 14+10.72, 17.65' RT BEGIN CEMENT CONC. TRAFFIC CURB AND GUTTER MATCH EXISTING CURB DSTAS. 6TH 60+25.20, 18.00' RT V_ S. 6TH STA 60+31.20, 17.18' RT O END CEMENT CONC. TRAFFIC CURB AND GUTTER AND SIDEWALK MATCH EXISTING CURB CD 3�: ROADWAY SECTION C C)L- - LLJ U 35 0 CO ROADWAY SECTION D 30' -N a SHATTUCK AVE. R/W SHATTUCK O 16+00 OS -TA HATTUCK STA 15+47.42, 17' LT 16+46.16, 17' LT (COMMERCIAL DRIVE) (COMMERCIAL DRIVE) S. 6TH STA 60+35.78 BEGIN HMA OVERLAY S. 6TH 11 _ STA 60+26.16, 17.28' RT � AN 3" HMA r4,) O IL i 5' 30' CD C) -+ + #tt+++t+++# ++t + + + # + t + + + •+ + # + + LLJ t++ i t## tttttt+##t t+tt 4#++4+t W _ o (/7 -- -- 6' SHATTUCK STA 15+15.20, 17.54' RT END CEMENT CONC. TRAFFIC CURB AND GUTTER MATCH EXISTING CURB SHATTUCK STA 15+07.92, 17.86' RT(D S. 6 TH 8 STA 60+25.06, 18.44' LT O S. 6TH STA 60+31.04, 18.44' LT BEGIN CEMENT CONC. TRAFFIC CURB AND GUTTER MATCH EXISTING CURB ROADWAY EXCAVATION INCL. HAUL = 241 CY SHATTUCK -STA 14+02, 19' LT END ASPHALT SWALE EXISTING GROUND 0 ELEV = 25.26' In 30 -SWALE GRADE LINE I- 0.42% SWALE SLOPE U7 LL_ILn z_ N J 14+00 GENERALNOTES: Ln SHATTUCK 17.3' � STA 16+87.15, 17' LT (COMMERCIAL DRIVE) � W Z J S U < LEGEND CEMENT CONC. SIDEWALK PER CITY OF RENTON STD PLANS F005 CONSTRUCTION NOTES: O2 CEMENT CONC. DRIVEWAY ENTRANCE TYPE C. SEE DETAIL DWG RD01. O3 SIDEWALK RAMP TYPE 5 PER DETAIL ON DWG RD01. rr� CEMENT CONC. DRIVEWAY ENTRANCE TYPE A. 1. SEE DWG SD01-SD03 FOR LOCATION OF STORM DRAIN. O (�) SEE DETAIL DWG RD01. a_ 2. PROTECT MONUMENT CASE AT SHATTUCK STA 14+82.30. Q:� CONSTRUCT FLOWLINE OF CURB AT CONSTANT ROADWAY SECTION E LO Q0 N N N 15+00 16+00 17+00 PROFILE SCALE: H: 1 " = 20' V: 1 "= 5 0 U SLOPE GIVEN FROM STA 15+11.99, ELEV. 25.71 � TO STA 18+89.84, ELEV. 27.53. � O NOT USED W 35 � O7 TYPE 2A SIDEWALK RAMP PER RENTON STD. PLAN DWG. F011. � OTYPE 3A SIDEWALK RAMP PER RENTON STD. PLAN F012. 30 � O NOT USED. ------ r__ CEMENT CONC. DRIVEWAY ENTRANCE TYPE A. 10 SEE DETAIL DWG RD01. 25 Q 07 W z U RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS Q R=342616� 20 20 40 SCALE IN FEET SURVEYED: RAINIER AVE S (SR 167) DATE: ��,�o WaMs�£F� APPROVED FOR CONSTRUCTION DESIGNED: SCALE: 1 „_20, VERTICAL: NAVD ,9� IMPROVEMENTS PROJECT DMJM HARRIS AECOM �`� �� Y.JIANG HORIZONTAL: NAD 1983 1991 FIELDBOOK: _ CITY OF PHASE 1 PAGE: 10900 NE 8TH STREET SUITE 750 DRAWN: RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING N0: ' Y.JIANG BELLEVUE, WASHINGTON 98004 10 ��2999 �w4 DATUM ROADWAY PLAN AND PROFILE 0 Is CHECKED: ONE INCH Public Works Dept. RP02 PHONE: (425) 454-5600 FAX: (425) 454-0220 Ps51. AL A���t1s CITY OF RENTON DATE A.LASZLO IFAT FULL NOT ONEINCH p SCALE ACCORDINGLY : [APPROVED: FED AID NO.: ARRA-0167(044) STA 13+50 TO STA 17+50 SHEEP: 16 OF48 NO. REVISION BY DATE APPR R.MEYER �a O � c 1 CD n A0©u©m©u