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HomeMy WebLinkAboutT-3430870 N 3 Y 00 ;_ ao ~ M w w x 1n - + M U) w z J QSYS'`s� m 351 +39:48 I i CONSTRUCTION NOTES I 1 1 Oi MATCH EXISTING 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. STA 647 +79.30 1 02 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24. 11 CONSTRUCT STEEL SHEET PILE WALL AND FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33. INSTALL PER SHEET OD CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY. SEE NOTES GENERAL CONSTRUCTION NOTES 12 AND 13, NEXT PILE RETAINING WALL DETAILS. SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. 12 HMA FOR PRELEVEL CL I" PG 70 -22 WITH 3" MAX LIFT DEPTH, TO ACHIEVE FINISHED 1 ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH DETECTABLE WARNING SURFACE PER WSDOT GRADE ELEVATION AT S 4TH PLACE. SEE RAINIER AVE S PROFILE, SHEET 99, S 4TH I' STD PLAN F- 40.15 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. PLACE PROFILE, SHEET 103, AND TYPICAL SECTIONS, SHEET 21. 1, - STA 33 +97.26, 62.98' LT - STA 34 +39.39, 60.33' LT - STA 34 +49.89, 47.95' LT - STA 33+69.69, 46.23' RT 14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27. -STA 33 +82.03, 58.43' RT -STA 34 +30.16, 60.70' RT CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. I! 1 - STA 34 +43.82, 46.14' RT ).15 4 FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281, AND FILTERRA I! O5 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PARALLEL A WITH DETECTABLE WARNING SURFACE PER WSDOT STD © UNIT PER DRAINAGE DETAILS II PLAN F- 40.12 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. -STA 33 +75.31, 43.35' LT - STA 34 +82.45 - STA 34 +83.39 I1�8)I 8 I �; © FURNISH AND INSTALL MONUMENT CASE AND COVER. 25 FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281. COORDINATE I I I I: 1 FRAME AND ANCHOR INSTALLATION WITH CURB AND GUTTER. ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. - STA 35 +32.22 I I - STA 35 +28.47 I ,.I IF , jl Og CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. FOR DIMENSIONS, SEE PROPERTY 1 a I; f, RESTORATION PLANS, SHEETS 195 -205. I = I 1 29 CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27. CA JACK IN THE BOXI, I I -� I I 1 Imo. 4 POWER SPORTS -------------------- 3 4 - -, 9 l -. `/ FCA 12 -j " "- d ST 351 +15.58 N REVISION DESCRIPTION 1 .- ,- ------ �-=--- _---= '_=-- = = - - == I =--- `-McLENDON It so- HARDWARE I 0 5 10 20 40 60 SCALE IN FEET R11 INTERSECTION CURVE DATA HORIZONTAL 349 +25.06 VERTICAL PC - 33 +68.10 ELEVATIONS: DATA f I 1 42.50' LT 9 1 .- ,- ------ �-=--- _---= '_=-- = = - - == I =--- `-McLENDON It so- HARDWARE I 0 5 10 20 40 60 SCALE IN FEET R11 INTERSECTION CURVE DATA HORIZONTAL 349 +25.06 VERTICAL PC - 33 +68.10 ELEVATIONS: DATA REF. POINT BEGIN 25.73' 42.50' LT 31.00' ELEVATIONS: L = A = 88 -01 -31 T = BEGIN 24.04' R = 31.00' END 26.08' 1/4A 24.39' L = 47.63' 7.50' RT 1/2A 24.75' T = 29.95' 1 7.50' LT 3/4A 25.04' PT- 349 +28.64 7.50' LT END 25.28' 15 17.61' RT 6.01' LT PT R12 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 349 +25.06 DATA REF. POINT DATA REF. POINT 19.60' LT ELEVATIONS: A = 89 -42 -59 BEGIN 25.73' R = 31.00' 1/4A 25.77' L = 48.54' Y2A 25.83' T = 30.85' 3/4A 25.95' PT- 34 +67.45 END 26.08' END 25.27' 42.50' LT 20.22' RT :4 IC ?5: R13 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 33 +54.94 DATA REF. POINT 33 +58.20 42.50' RT ELEVATIONS: 0 = 94 -15 -14 BEGIN 24.25' R = 31.00' Y4A 24.49' L = 51.00' Y2A 24.75' T = 33.39' 3/4A 25.01' PT- 350 +77.44 END 25.27' 42.50' RT 20.22' RT 37 +84.54 SEE GENERAL NOTE 15. SEE GENERAL NOTE 15. SEE GENERAL NOTE 15. 11-14-11 SURVEYED: KPG 1K3P� 4�G1A °O `� CITY OF RENTON ,054' wn By2 DRAWN BY: KAT � � - oN DESIGN BY: JLF 753bAvenueN 2502 Jefferson Avenue BID Public Works Department CHECKBY: NM Seatte,WA98109 Taoorna,WA98402 DOCUMENTS '9 20320 `v`°� (206)286.1640 (253)627.0720 APP OVED FOR CONSTRUCTION or Ts PROJ MGR: JF ,n Sr BY APP. DATE Q'ONAL FILE: 0655DALN01.dwg ww11k�COm BY: DATE: 00 w H- w x CD 0 H- C/) w z J x a M 30 FURNISH AND INSTALL ADVANCE DIRECTIONAL FOOTING. SEE DETAIL, SHEET 281. - STA 36 +87.00, 0' RT 37 CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27. 45 ADJUST MONUMENT CASE AND COVER TO GRADE. 54 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. SEE TYPICAL CEMENT CONCRETE PAVEMENT AND CROSSWALK DETAIL, SHEET 89. FOR FINAL SURFACE TREATEMENT, SEE DECORATIVE CROSSWALK TREATMENT DETAIL, SHEET 281. GENERAL CONSTRUCTION NOTES 1. SEE NEXT SHEET. CONSTRUCTION LEGEND 1. SEE CONSTRUCTION LEGEND, NEXT SHEET. POINT LAYOUT TABLE MEDIAN 2 MEDIAN 2 #•: STATION OFFSET DESCRIPTION RADIUS 9 33 +58.20 4.50' LT PC 1.50' 10 33 +58.20 7.50' LT PT PT 3 36 +42.24 I1.1ILIk9w- c mir_1:34:011,1 :411E , &IIIIIIIIIIIIII MEDIAN 3 HORIZONTAL STATION OFFSET DESCRIPTION RADIUS 1 34 +60.85 4.50' RT PC 1.50' 2 34 +60.85 7.50' RT PT L = 3 36 +42.24 7.50' RT PC 3007.50' 4 37 +79.98 7.50' RT PT 42.50' RT 5 37 +84.54 7.50' RT PC 99.00' 13 1 37 +79.98 1 7.50' LT PC 2992.50' 14 36 +87.23 7.50' LT PRC 99.00' 15 36 +70.36 6.01' LT PT 16 36 +17.96 2,99' RT PC 101.00' 17 36 +00.58 4.50' RT PT 18 36+26.65 3.50' RT AP 19 36 +26.65 5.50' RT I AP R14 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 350 +69.96 DATA REF. POINT SITE PREPARATION & TESC PLAN 20.96' LT ELEVATIONS: A = 85 -53 -04 BEGIN 25.19' R = 31.00' Y4A 25.30' L = 46.47' Y2A 25.42' T = 28.85' 3/4A 25.54' PT - 34 +58.39 END 25.65' PROPERTY RESTORATION PLANS 42.50' RT CHANNELIZATION & SIGNING PLAN SEE GENERAL NOTE 15. RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PLAN STA 33 +50 TO STA 38 +00 T- 343081 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN - ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 a a z �ya m N N o J ^y � ' T � N J C) I� a d � K W o w N O 0 87 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 87 OF 304 a a z �ya m N N o J ^y � ' T � N J C) I� a d � K W o w N O 0