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HomeMy WebLinkAboutT-343082Y $4F STA 13 +12.33 j - --0-- 0 i �/7 1 1 1 1 1 1 a 1 1 I1 I16d'' 1 _712 ., cuTTER 1 RAINIER AVE S k r e 31 rya „ �- CONSTRUCTION CL 3 ° STA 15 +32.93 14 to 13 .17. - ;19 Inc 15 :16 a _ _ z ro MEDIAN 1 1 w c+i 1�j 20 .SYA 12 +02.21 .3* 11 S' Q SOUND FORD 1 1 1 - 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 3Q CONSTRUCT 6" 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. Q9 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. 21 CONSTRUCT REINFORCED CEMENT CONCRETE RETAINING WALL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33. 2© CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 29 CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27. 31 ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26. 3© ADJUST MONITORING WELL TO GRADE. > . , - 9 h 7�7f�y��i�[�ITyi 4:1111 1' 1411/_11111 MEDIAN 1 SHEET STATION OFFSET DESCRIPTION RADIUS /- 12 +56.31 13.50' RT PC 886.50' 16 15 +03.61 9.32' RT PC 101.00' 17 14 +88.87 10.50' RT PRC 889.50' 18 12 +56.31 10.50' RT // ---------------- 19 BURIED• 9.50' RT AP IRRIGATION PLAN 20 15 +14.64 1 11.50' RT AP NUMBER REVISION DESCRIPTION BY APP. DATE e 1 SOUND FORD 1 1 1 - 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 3Q CONSTRUCT 6" 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. Q9 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. 21 CONSTRUCT REINFORCED CEMENT CONCRETE RETAINING WALL. SEE WALL PLANS AND PROFILES, SHEETS 28 -33. 2© CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 29 CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27. 31 ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, SHEET 26. 3© ADJUST MONITORING WELL TO GRADE. > . , - 9 h 7�7f�y��i�[�ITyi 4:1111 1' 1411/_11111 MEDIAN 1 SHEET STATION OFFSET DESCRIPTION RADIUS 3 12 +56.31 13.50' RT PC 886.50' 16 15 +03.61 9.32' RT PC 101.00' 17 14 +88.87 10.50' RT PRC 889.50' 18 12 +56.31 10.50' RT PT 936.50' 19 15 +14.64 9.50' RT AP IRRIGATION PLAN 20 15 +14.64 1 11.50' RT AP POINT LAYOUT TABLE GUTTER 1 GUTTER 1 SHEET STATION OFFSET DESCRIPTION RADIUS 1 13 +24.19 47.51' LT PC 49.00' 2 13 +34.44 45.37' LT PT 114,115 3 13 +75.96 37.15' LT PC 51.00' 4 13 +83.55 36.50' LT PRC 936.50' M CONSTRUCTION LEGEND GENERAL CONSTRUCTION NOTES 1. ADJUST ALL SURFACE UTILITIES TO GRADE. 2. 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. 4. FOR CONSTRUCTION PHASING CHANNELIZATION AND TEMPORARY SIGNALS, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 - 54. 5. FOR EXISTING CONDITIONS, SEE EXISTING CONDITIONS PLANS, SHEETS 55 - 68. 6. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 79. 7. FOR CURB AND MEDIAN PROFILES, SEE ALIGNMENT PROFILES, SHEETS 93 - 103. 8. FOR TREATMENT OF STORM DRAINAGE PIPES, STRUCTURES, AND SYSTEMS, SEE DRAINAGE PLANS & PROFILES. 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 OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 - 281. 15. FOR INTERSECTION CURVE DATA REFERENCE POINT, SEE CURVE DATA REFERENCE POINT DETAIL, SHEET 81. 16. RIGHT OF WAY LINES, PERMANENT EASEMENT LINES AND PROPERTY LINES NOT SHOWN FOR CLARITY. :n NEW PAVEMENT AREA. INSTALL NEW HMA ROADWAY PAVEMENT SECTION AND OVERLAY PER DETAIL, SHEETS 24 -25, AND TYPICAL SECTIONS, SHEETS 19 -23. 0 OVERLAY ONLY AREA. INSTALL HMA OVERLAY PER ROADWAY PAVING DETAIL, SHEET 24, AND TYPICAL SECTIONS, SHEETS 19 -23. 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 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 8 EXISTING CONDITIONS 56 SITE PREPARATION & TESC PLAN 70 ALIGNMENT PLAN - ALIGNMENT PROFILE 94 DRAINAGE PLANS 105 DRAINAGE PROFILE 114,115 WATER PLAN 133 WATER PROFILE 147 JOINT UTIUTY TRENCH PLAN 165 JOINT UTILITY TRENCH PROFILES 181 PROPERTY RESTORATION PLANS 196 CHANNEUZATION & SIGNING PLAN 218 ILLUMINATION PLANS 229 IRRIGATION PLAN 283 LANDSCAPE PLAN 295 a z n a L , m /Tr � O J ' � I " N c1 6.A a .p, 0 o N O O 11 -1a -11 S4'4�Gwa CO& y APF ��re0 yQ� �ONAL'�� SURVEYED: KPG DRAWN BV: KAT DESIGN BY: JLF CHECKBV: NM PROJ MGR: JF FILE: 0655DALN01.dwg Kp� 75391 Avenue N 2502 Jefferson Avenue BID SeatOe,WA98109 Taooma,WA98402 DOCUMENTS (206)286-1640 (253) 627 -0720 wxwkpgoom �� ''} CITY OF RENTON „u Public Works Department APPROV DFOR CONSTRUCTION BV: DATE:///2,,_///Z RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PLAN STA 12 +00 TO STA 15 +50 pry DRAWING NO. 82 PROJECTNO. TED403430 FED AID NO. -CM0167(048) DATE: NOV 2011 SHEET NO. 82 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z n a L , m /Tr � O J ' � I " N c1 6.A a .p, 0 o N O O