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Call before you dig. 102.53 ` -------------- 102.16 FL _ 102.66 TC - 00 102.15 0 102.13 FL\ TA: 3+26.47 I a .o i ao 0 102.13 TC FF: 36.97'RT� / C° ° 102.10 FL 02.59 ° PERPE I LAR CUF13 RAMP PE W OT STD. 1b2.56A a �cSs PLAN/ 4 15-Q3 1DETAIL PER S R 7 P102.05 FL 102.55.TC u PERPENDICULAR CURB --4"P PER WSDOT STD. as \ II D \P PAS Ek�ET R07 i 1102:45 ,I I I 1•59° a. 101.81 \FL STA. 3+58.27JJ ► ° % 102.31 \ I / I OFF: 71.37'RT OPEDESTRIAN RAMP DETAIL SCALE: 1 =10 ` 106.47 TC ----�\ ice' 105.41 FL 105.91 TC °. �/ ° 105.3 _ 105.34 FL 4 a 105.34 TC OFF-,.38.43'RT i'L ° ` 105.30 FL ° �105.69' 000 105.30 TC 105.73 a .66°k a ■ ■� a a . /x 105.05 FL s� 105.55 TC I $ d � 105.65 I 105.6� ° e -105-. �_g 104.07 FL 104.57 TC PERPENDICULAR CURB RAMP.'° PER WSDOT STD. PLAN F-40.15-03 II STA] 6+80.73 II OFFi 57.24'RT ,PEDESTRIAN RAMP DETAIL J SCALE: 1 "=10' QI`G,1-IA(js 18215 72ND AVENUE SOUTH KENT, WA 98032 _ (425)251-6222 o (425)251-8782 FAX a CIVIL ENGINEERING, LAND PLANNING, LNG ENG�N� SURVEYING, ENVIRONMENTAL SERVICES �\ SAo �F W A Sys y�o 24661 S 0l S T �i A L PEDESTRIAN RAMP DETAILS .; UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS ' 103.66 FL_ 'oR 103.66 TC_____� -_ 103.64 FL 103.73 FL 104.49 FL 103.64 TC­ - 104.23 TC 104.99 TC 103.92 TC 102.75 FL 103.25 TC - - _ - - ��`s a a ------- -- o a .M .. 103.68- ° STA., 4+64.2' 0 102.68 FL ° ° �� �% OFF: 27. v 102.68 TC 102.62 FL ° a ° 102.62 T ; �° a 16310 00 ' / O O I /�O 1 v P' 102.24 FL' 7'59° I v a 103.13 -- 102.74 TC a ° ,16215 FLU 102.65 TC 0 02.65 STA: 4+ 17.91 \' OFF: 60.13'RT ERP DICULAR CURB RAMP P DOT STD. PLAN F-40.15-03 a DET PER SHEET R07 OPEDESTRIAN RAMP DETAIL SCALE: 1 =10 A 106.41 a ii" np-p• _�R an'RT a a RPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-03 DETAIL PER SHEET R07 104.00 FL I I o 01.5% 104.50 TC I / � STA: 7+34.166 OFF: 56.62I RT I I I I I I i ©PEDESTRIAN RAMP DETAIL SCALE: 1 "=10' REVISED PER ASBUILT DRAWINGS 1 REVISED BANK CONNECTION NO. REVISION I I INSTALL FOG LINE. SAWCUT AND REMOVE EXISTING I CONTINUE TO NORTH ASPHALT/CURB TO THE WEST. INSTALL NEW EDGE OF BANK CURB AT EDGE OF ASPHALT WITH MIN. 2 ASPHALT TRANSITION DRIVEWAY WEEP HOLES. WEST SIDE OF CURB TO RAMP. 4" HMA OVER ALIGN WITH EX. EXPANSION JOINT AT 4" CRUSHED ROCK BUILDING CORNER I Ana �r, PARALLEL CURB RAMP PER WSDOT STD. PLAN F-40.12-03 DETAIL PER SHEET R07 _ DI V-C v p 6H%00r0 .D.Di p .p. . 106.88 FIL - LL 107.00 FI s>� 107.38 TC 107.50 TC 106.94 FL 106.92 FL 106.94 TC 106.92 TC OPEDESTRIAN RAMP DETAIL SCALE: 1 "=10' SURVEYED: DESIGNED: ZTW ZTW 2 16 20 ZTW DRAWN: ZTW ZTW 3/19/20 AS CHECK AS BY DATE APPR APPROVED: As SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY r,. ­ _ STA: _4 .60 _ OFF: 49.43' LTA ljl�•���%jlt� 105.40 TC I _ RAISED CURB; ®PEDESTRIAN RAMP DETAIL SCALE: 1 =10 CURB RETURN DATA: T PARRALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03 DETAIL PER SHEET R07 05.60 - 105.03 FL 105.53 TC STA: 4+48.1 OFF: 21.82' L CURB RETURN # PC 1 /4 0 1 /2 A 3/4 0 PT RADIUS 0 STATION 3+32.07 3+47.51 3+60.15 3+67.50 3+67.99 35' OFFSET 31.45' RT 34.85' RT 44.32' RT 58.13' RT 73.64' RT FLOW LINE EL 102.49 102.22 102.14 102.03 101.81 0 STATION 4+12.47 4+16.78 4+24.95 4+35.95 4+48.42 35' OFFSET 51.85' RT 40.11' RT 30.54' RT 24.30' RT 22.13' RT FLOW LINE EL 102.34 102.74 103.36 103.67 104.09 0 STATION 3+79.20 3+78.12 3+73.99 3+67.60 3+59.95 20' OFFSET 42.72' LT 34.91' LT 28.22' LT 23.90' LT 22.34' LT FLOW LINE EL 105.19 104.71 104.26 104.27 104.01 0 STATION 4+34.07 4+27.99 4+22.54 4+18.27 4+15.59 20' OFFSET 21.87' LT 22.89' LT 25.79' LT 30.28' LT 35.91' LT FLOW LINE EL 104.92 104.92 104.95 104.92 104.93 0 STATION 6+61.59 6+75.38 6+86.98 6+94.67 6+97.22 35' OFFSET 21.93' RT 24.52' RT 32.20' RT 43.81' RT 57.53' RT FLOW LINE EL 105.97 105.73 105.42 105.15 104.07 © STATION 7+18.17 7+20.98 7+28.60 7+39.89 7+53.17 35' OFFSET 56.38' RT 43.14' RT 31.96' RT 24.51' RT 21.90' RT FLOW LINE EL 1104.01 1105.19 1105.65 1106.38 106.50 C) 00 O O O C.� J O LO CD C0 �i. C) •ELEVATIONS ARE AT FACE OF CURB GOING CLOC MSE LL NOTES: L� 1. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST JOINT Q 2. CONTRACTOR TO MATCH EXISTING CONCRETE PIGMENT FOR SIDEWALK WITHIN THE TALBOT ROAD S. RIGHT OF WAY. CONTRACTOR TO CONFIRM SIDEWALK PIGMENT COLOR WITH THE CITY PRIOR TO INSTALLATION. Q 3. NEW SIDEWALK SHALL BE INSTALLED PER COR STD. PLAN 102. O 4. NEW CURBS AND GUTTERS SHALL BE INSTALLED PER COR STD. PLAN 101 AND 103. 5. ALL STRUCTURES IN AREAS OF NEW SIDEWALK SHOULD HAVE SKID PROOF LIDS AND BE O ADJUSTED TO FINISH GRADE. pp 6. SEE PUBLIC RIGHT OF WAY PAVEMENT SECTION SHEET R14 FOR PAVEMENT THICKNESS IN THE J TALBOT ROAD S. AND S. 43RD STREET RIGHT OF WAY R-399 1 10 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IJJ z W U J Q U DATE: � CITY OF PEDESTRIAN RAMP DETAILS 09/27/19 => UW MEDICINE -VALLEY MEDICAL CENTER FlELDBOOK: >_ • RENTON TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: I"'' -I Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET J RENTON, WA 98055 SHEET` OF: Q R10 20