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HomeMy WebLinkAboutTRO4103430.39 (2)n Ca N cv CD w Ln Ln 0 0 u7 Ln QD NUMBER CD CV w w CD CD Q w CONSTRUCTION NOTES — 01 MATCH EXISTING. 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. ® 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. REVISION DESCRIPTION GIA CO� -- M��� - -- __j 0 5 10 20 40 60 SCALE IN FEET 11-14-11 SURVEYED: KPG DRAWN BY: SOD DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655dREST01.dwg t _r 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286.1640 (253) 627-0720 www.kpg.com STA 449+27.08, 30.39' LT /— PC, 2' R `�SUB SHOP 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 o ALIGNMENT PLANS, SHEETS 81-91. cV w 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132-141. w 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. CD CD 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS CIIA If 208-216. 11, FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164-173. w z 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF O-FHER 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 COMMERCIAL HMA PAVEMENT AREA C� CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT - PROPERTY LINES - - - - - - - - SAWCUT LINES RIGHT OF WAY LINES EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS 66 CITY OF RENTON BID =�R Public Works Department DOCUMENTS APP�OV�D FOR CONSTRUCTION op __ BY: ,' �f�' DATE At T=3430142 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN 88 ALIGNMENT PROFILE 100 DRAINAGE PLANS 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 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST PROPERTY RESTORATION PLANS DRAWING NO. _0 PROJECT NO. TED403430 FED AID NO. -CM0167(048) DATE. NO e, 2011 SI IEE: T NU. — 2 0 2 0ei 30;44