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HomeMy WebLinkAboutT-3430142M a d- Y I � QDOBA I BLOCKBUSTER I I I 1 I I - II -- - -- - ----- - - - - -- s i ° - - - FRED MEYER V 5 ---------- ------------ -- -- b' e I ♦ ° 4 STA 449+27.0 8 _30.39' LT PC f R STA 449 +28.02;' 1 44.50' LT D PT STA 449 +30.16, 46.36' LT SHEET -� - -I- N EXISTING CONDITIONS s - p SITE PREPARATION & TESC PLAN T- -- 88 - - - -r 111 ----- 122 WATER PLAN T -�--i- - -- 153 �\ Z r- 8 1 ° - - - -- - -- -- - - - - -- -- - - - - - - - - - - - - -- 224 / \ 1 STA 41 +54.18, \ 1 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 1 � 1 11 1 62.06' LT \ 1 - w _____________ STA 40 +36.70 \ '_ \ 1 w L - � \ 1 \ STA 449+27.0 8 _30.39' LT PC f R STA 449 +28.02;' 1 44.50' LT D PT STA 449 +30.16, 46.36' LT - 1..' ♦ -. a •• °Q t e. �. '_ a m. 1 4 � 1 ------ SHEET -� - -I- 14 EXISTING CONDITIONS s - p SITE PREPARATION & TESC PLAN T- -- 88 - - - -r 111 ----- 122 WATER PLAN T -�--i- - -- 153 �\ Z r- 8 1 ° - - - -- - -- -- - - - - -- -- - - - - - - - - - - - - -- 224 ILLUMINATION PLANS \ 1 STA 41 +54.18, \ 1 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 1 � 1 11 1 62.06' LT \ 1 - w _____________ STA 40 +36.70 \ '_ \ 1 w \ 1 \ RAINIER AVE S o \ \ \I_ 1 \ CD o 41 1 \ 1 - > 1 1 + M a 39 40 A r 1 1I 1 w z J JCh - - -- ------- - - - - -, -- - - - - - - - - - -- -- _ - - -_ -- -- -- _ - - - -- -- -- �� - - - -- -_- - 1 U "P _ .. UCH -- U�,- -�.� -�- - 1..' ♦ -. a •• °Q t e. �. '_ a m. 1 4 � 1 ------ SHEET -� - -I- 14 EXISTING CONDITIONS - - - -�-- SITE PREPARATION & TESC PLAN T- -- 88 - - - -r 111 ----- 122 WATER PLAN T -�--i- WATER PROFILE 153 T- 171 JOINT UTILITY TRENCH PROFILES 1 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 CONSTRUCTION NOTES r - -- - -- , McLENDON 5I1 HARDWARE Q1 MATCH EXISTING. 05 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE DETAIL, SHEET 24. �9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. 16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F- 10.12 -02. 0 5 10 20 40 60 SCALE IN FEET 1 , w �. �v J / SUB SHOP 1 X, GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE. 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS HOURS. 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 -54. 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE ALIGNMENT PLANS, SHEETS 81 -91. 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141. 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS 208 -216. 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS (SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81 -92), AND PLAN DIMENSIONS SHOWN. 14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, PROPERTY RESTORATION LEGEND F I COMMERCIAL HMA PAVEMENT AREA CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT PROPERTY LINES SAWCUT LINES - - - RIGHT OF WAY LINES - - - - EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS T- 3430142 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 11 -14 -11 SURVEYED: KPG OS4'e�Owa �OSy DRAWN BV: SOD Im " CITY OF RENTON RAINIER AVENUES (SR 167) DRAWING NO. 202 S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 75391hAvenueN 2502JefiersonAvenue DESIGN BY: JLF BID Public Works Department FED AID NO. - CM0167(048) - CHECK BY: NM Seade,WA96109 Tamma,WA96402 DOCUMENTS PROPERTY RESTORATION PLANS DATE: NOV 2011 A�.r• FQO APP V FOR CONSTRUCTION PROJMGR: JF TER ��r (206)256.1640 (253) 627 -0720 �OncsL tit wwekpgmm IT DATES SHEET NO. 202 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655dREST01.dwg //�L STA 38 +00 TO STA 42 +00 z a� m �O � ' T n y A N < a .p K . ` O N O z