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HomeMy WebLinkAboutT-3430890 Y 00 I- w w x 0 0 F- w z J 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES Q CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13, THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. 09 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS 195 -205. 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. ©2 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 26 FURNISH AND INSTALL TREE GRATE TYPE 1 PER DETAIL, SHEET 281. COORDINATE FRAME AND ANCHOR INSTALLATION WITH CURB AND GUTTER. -STA 42 +98.11 -STA 43 +28.17 38 ADJUST SANITARY SEWER CLEANOUT TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26. NUMBER REVISION DESCRIPTION BY I APP.I DATE 10" CEMENT CONCRETE PAVEMENT � - 2" CSBC COMPACTED SUBGRADE FOR CROSSWALKS. UNDER PEDESTRIAN ISLANDS, AND CONCRETE PANEL RECONSTRUCTION 0 rn f- w w x CD 0 V) w z i l a POINT LAYOUT TABLE MEDIAN 4 MEDIAN 4 GENERAL CONSTRUCTION NOTES CONSTRUCTION LEGEND OFFSET DESCRIPTION RADIUS 1. ADJUST ALL SURFACE UTILITIES TO GRADE. V NEW PAVEMENT AREA. INSTALL PC 99.00' "` NEW HMA ROADWAY PAVEMENT 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND SECTION AND OVERLAY PER 123 INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL DETAIL, SHEETS 24 -25, AND 7.82' LT SECTIONS AND DETAILS, SHEETS 19 - 25. TYPICAL SECTIONS, 6 43 +80.85 SHEETS 19 -23. 3. FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES, 9 43 +80.85 & DETAIL SHEETS 28 - 35. 0 OVERLAY ONLY AREA. 104.00' 10 INSTALL HMA OVERLAY PER 4. FOR CONSTRUCTION PHASING CHANNELIZATION AND TEMPORARY ROADWAY PAVING DETAIL, 11 SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54. SHEET 24, AND TYPICAL SECTIONS, PC 101.00' SHEETS 19 -23. 5. FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS PT 55 - 68. CEMENT CONCRETE SIDEWALK 0.60' RT AP AND /OR PAVEMENT. CONSTRUCT 6. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION CONCRETE PER TYPICAL SECTIONS AP AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC SHEETS 19 -23. PLANS, SHEETS 69 - 79. -- - - - - -- APPROXIMATE CONSTRUCTION 7. FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS LIMITS. SEE ROW PLANS FOR 93 -103. ICE WHERE ADJACENT TO PRIVATE PROPERTY 8. FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND SYSTEMS, SEE DRAINAGE PLANS & PROFILES. POINT LAYOUT TABLE MEDIAN 4 MEDIAN 4 11-�aa1 STATION OFFSET DESCRIPTION RADIUS 3 42 +57.37 12.70' RT PC 99.00' 4 42 +81.51 10.09' RT PT 123 5 43 +57.75 7.82' LT PC 101.00' 6 43 +80.85 10.5' LT PT 203 9 43 +80.85 13.5' LT PC 104.00' 10 43 +57.06 10.74' LT PT 11 43 +28.89 4.12' LT PC 101.00' 12 43 +07.31 1.46' LT PT 15 43 +03.56 0.60' RT AP 16 1 43+03.56 2.86' RT AP 10" CEMENT CONCRETE PAVEMENT CEMENT CONCRETE PAVEMENT JOINT � 12" RESERVOIR COURSE INCL. HAUL CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, NON -WOVEN COMPACTED SUBGRADE FOR CEMENT CONCRETE PAVEMENT WITH RESERVOIR COURSE CEMENT CONCRETE PAVEMENT NOTES: 1. FOR FINAL SURFACE TREATMENT OF CROSSWALKS, SEE DECORATIVE CROSSWALK TREATMENT DETAIL, SHEET 281. 2. FOR PANEL LAYOUT OF CEMENT CONCRETE PAVEMENT WITH RESERVOIR COURSE, SEE SHEET 92. 3. FOR COORDINATION BETWEEN PANEL LAYOUT AND UTILITY CASTINGS, SEE UTILITY CASTING BOXOUT DETAIL, THIS SHEET TYPICAL CEMENT CONCRETE PAVEMENT AND CROSSWALK SECTION NTS KPG'r 753%AvenueN 2502 Jefferson Avenue Sea81e,WA98109 Tacana,WA96402 (206)286.1640 (253) 627 -0720 wlnv.kpg.cum 9. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS 132 - 159. 10. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173. 11. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194. 12. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS 195 - 205. 13. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 208 - 215. 14. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION PROVIDE OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, 3 -3' #4 BARS SHEETS 269 - 281. WITHIN 12" OF THE UTILITY CASTING 15. FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA BOXOUT REFERENCE POINT DETAIL, SHEET 81. 16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY LINES NOT SHOWN FOR CLARITY. ISOLATION JOINT CASTING BOXOUT NOTES: 1. PROVIDE BOXOUT AT ALL LOCATIONS WHERE CEMENT CONCRETE PAVEMENT JOINT IS LESS THAN 1' FROM CASTING. 2. ISOLATION JOINTS SHALL BE AT LEAST J" WIDE AND FILLED WITH A COMPRESSIBLE MATERIAL. 3. BOXOUTS SHOULD BE LARGE ENOUGH TO PROVIDE AT LEAST 1' CLEARANCE BETWEEN THE FIXTURE AND THE SURROUNDING ISOLATION JOINT. UTILITY CASTING BOXOUT DETAIL FOR EXISTING AND NEW CASTINGS IN CEMENT CONCRETE PAVEMENT AREAS NTS CITY OF RENTON BID Public Works Department DOCUMENTS APPROJED CONSTRUCTION BY: DATE: //4/G ISOLATION JOINT T=343089 CEMENT CONCRETE T� PAVEMENT JOINT CORRESPONDING SHEETS CATEGORY 11-�aa1 SURVEYED: KPG X08 63 SITE PREPARATION & TESC PLAN 77 q2 - DRAWN BY: KAT DRAINAGE PLANS 112 DRAINAGE PROFILE 123 7 0 140 DESIGN BY: JLF JOINT UTILITY TRENCH PLAN 172 CHECK BY: NM PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 �l�Qw 236 PROJ MGR: JF LANDSCAPE PLAN 302 FILE: 0655DALN01.dwg KPG'r 753%AvenueN 2502 Jefferson Avenue Sea81e,WA98109 Tacana,WA96402 (206)286.1640 (253) 627 -0720 wlnv.kpg.cum 9. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS 132 - 159. 10. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173. 11. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194. 12. FOR TREATMENT OF PRIVATE PROPERTY ITEMS, FEATURES BEHIND THE BACK OF SIDEWALK, BACK OF SIDEWALK (BOW) LAYOUT POINTS, AND SIDEWALK DIMENSIONING, SEE PROPERTY RESTORATION PLANS, SHEETS 195 - 205. 13. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 208 - 215. 14. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION PROVIDE OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, 3 -3' #4 BARS SHEETS 269 - 281. WITHIN 12" OF THE UTILITY CASTING 15. FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA BOXOUT REFERENCE POINT DETAIL, SHEET 81. 16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY LINES NOT SHOWN FOR CLARITY. ISOLATION JOINT CASTING BOXOUT NOTES: 1. PROVIDE BOXOUT AT ALL LOCATIONS WHERE CEMENT CONCRETE PAVEMENT JOINT IS LESS THAN 1' FROM CASTING. 2. ISOLATION JOINTS SHALL BE AT LEAST J" WIDE AND FILLED WITH A COMPRESSIBLE MATERIAL. 3. BOXOUTS SHOULD BE LARGE ENOUGH TO PROVIDE AT LEAST 1' CLEARANCE BETWEEN THE FIXTURE AND THE SURROUNDING ISOLATION JOINT. UTILITY CASTING BOXOUT DETAIL FOR EXISTING AND NEW CASTINGS IN CEMENT CONCRETE PAVEMENT AREAS NTS CITY OF RENTON BID Public Works Department DOCUMENTS APPROJED CONSTRUCTION BY: DATE: //4/G ISOLATION JOINT T=343089 CEMENT CONCRETE T� PAVEMENT JOINT CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN - ALIGNMENT PROFILE 101 DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PLAN STA 42 +00 TO STA 45 +00 89 DRAWING NO. PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 89 OF 304