Loading...
HomeMy WebLinkAboutT-343085ke 0 <r z c� 0 i d 0 i z 0 z w i U O GENERAL CONSTRUCTION NOTES I. ADJUST ALL SURFACE UTILITIES TO GRADE. CONSTRUCTION NOTES Q3 CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUC110N 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. O9 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23, AND DETAIL, SHEET 24. FOR DIMENSION, SEE PROPERTY RESTORATION PLANS, SHEETS 195 -205. 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. 13 CONSTRUCT STRUCTURAL EARTH WALL AND FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33, AND DETAILS, SHEET 33. 14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27. 17 CONSTRUCT MODULAR BLOCK WALL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33, AND DETAIL, SHEET 33. ©0 FURNISH AND INSTALL PEDESTRIAN HANDRAIL ADJACENT TO INTEGRAL CURB, PER DETAIL, SHEET 24. 4© CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. ® FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281, AND FILTERRA UNIT PER DRAINAGE DETAILS. - STA 28 +73.81 ©9 CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27. 33 ADJUST MONITORING WELL TO GRADE 3� CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27. 41 RELOCATE STAND PIPE OR CAP STAND PIPE AT GRADE. 45 ADJUST MONUMENT CASE AND COVER. POINT LAYOUT TABLE MEDIAN 2 MEDIAN 2 SHEET STATION OFFSET DESCRIPTION RADIUS 3 25 +67.46 13.50' RT PC 504.00' 12 28 +53.84 13.55' LT PRC 99.00' 13 28 +40.98 12.78' LT PT JOINT UTLITY TRENCH PLAN 14 27 +63.16 4.14' RT PC 101.00' 15 27 +28.52 9.50' RT PCC 500.93' 16 25 +61.59 10.50' RT PT 17 27 +56.58 8.00' RT AP 18 1 27 +56.61 10.23' RT AP SoSw4N $ N' CONSTRUCTION LEGEND NEW PAVEMENT AREA. INSTALL NEW HMA ROADWAY PAVEMENT SECTION AND OVERLAY PER DETAIL, SHEETS 24 -25, AND TYPICAL SECTIONS, SHEETS 19 -23. D OVERLAY ONLY AREA. INSTALL HMA OVERLAY PER ROADWAY PAVING DETAIL, SHEET 24, AND TYPICAL SECTIONS, SHEETS 19 -23. T- 343085 CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT. CONSTRUCT CONCRETE PER TYPICAL SECTIONS SHEETS 19 -23. APPROXIMATE CONSTRUCTION LIMITS. SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY Z. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL SECTIONS AND DETAILS, SHEETS 19 - 25. 3. FOR INSTALLATION OF RETAINING WALLS, SEE WALL PLANS, PROFILES, & DETAIL SHEETS 28 - 35. 1. FOR CONSTRUCTION PHASING CHANNELIZAT10N AND TEMPORARY SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54. 3. FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS 55 - 68. i. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION I AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 79. 7. FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS 93 - 103. 3. FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND SYSTEMS, SEE DRAINAGE PLANS & PROFILES. >. FOR TREATMENT OF WATER MAINS, METERS, VALVES, FIRE HYDRANTS AND SERVICE LINES, SEE WATER PLANS & PROFILES, SHEETS 132 - 159. 0. FOR RELOCATION AND INSTALLATION OF FRANCHISE UTILITY SYSTEMS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 - 173. 1. FOR MEDIAN AND ISLAND DETAILS, SEE SHEETS 193 - 194. 2. 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. 3. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS & PROFILES, SHEETS 208 - 215. 4. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCA OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 - 281. 5. FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA REFERENCE POINT DETAIL, SHEET 81. 6. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY LINES NOT SHOWN FOR CLARITY. 0 5 10 20 40 60 SCALE IN FEET CORRESPONDING_ SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN - ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE 150 JOINT UTLITY TRENCH PLAN 168 JOINT U1ILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS 199 CHANNEUZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 298 a a z by m �O �a ~ o � K w a ,6 K . ` o w N O nvvu.vvm nv c. n�no� imrnv rcmovu r�i rhrt�[� ai rRVry inv[ GwA CO�92 11 -14-17 SURVEYED: KPG RAINIER AVENUES (SR 167) DRAWING NO. 85 DRAWN BY: KAT CITY OF RENTON SoSw4N $ N' DESIGN BY: JLF BID "I` S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 y - 75391h AvenueN 2502 Jefferson Avenue Public Works Department 'A 203z0 Na CHECK BY: NM Sea(de,WA98109 Tacana,WAW02 DOCUMENTS APPR_OV DFOR CONSTRUCTION ALIGNMENT PLAN FEDAIDNO. - GM0167(048) °«E °�'[l�`0 PROD MGR: JF 121286.1610 (253) 627 -0720 ` DATE: NOV 2011 vONq[, C' www.kp9.00m BY: DATE: /2 STA 24 TO STA 29 SHEET NO. 85 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DALN01.dwg \ +50 +00 / a a z by m �O �a ~ o � K w a ,6 K . ` o w N O