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Home My WebLink AboutT-343083MI C) 3 0 z J 0 i i 3 0 i N w i `1 R5 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 15 +67.41 DATA REF. POINT POINT 38.38' LT ELEVATIONS: ELEVATIONS: A = 53 -02 -53 BEGIN 26.75' R = 36.00' %40 26.60' L = 33.33' 1/2A 26.46' T = 17.97' -3/4A 26.31' PRC- 749 +59.68 END 26.16' 25.83' 62.05' RT 43.52' LT SEE GENERAL NOTE 15. �., CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13, raw 38.92 �0 CURVE C6 DATA (HARDIE AVE SW) PC = 748 +65.08 PT = 749 +78.86 D A = 65 -11 -17 L = 113.77' R = 100.00' T = 63.94' STA �74e +38.92 BEST PHO & THAI � b R6 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 748 +38.92 DATA REF. POINT ALIGNMENT PLAN 33.11' LT ELEVATIONS: 0 A = 150 -26 -42 BEGIN 24.94' R = 29.00' 1/4A 25.16' L = 76.15' 1/2A 25.39' T = 109.94' 3/4A 25.71' PT- 17 +50.80 END 25.83' LANDSCAPE PLAN 43.52' LT OFFSET SEATTLE SUPER SUPPLEMENT ' - - -- - -' -' SEE GENERAL NOTE 15. STA 17 +50.62 - - - - _ s 77-1- r I , -7: �U CATEGORY SHEET N 9 .. w SITE PREPARATION & TESC PLAN 2 ALIGNMENT PLAN COORDINATE FRAME AND ANCHOR INSTALLATION WITH CURB AND ALIGNMENT PROFILE 0 MEDIAN 1 CD C/) ' O2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24. t 3 ._ter, �- •: . ... "� x '�� i �.� I ya:� �_ TP�y�_ -- J � � \ � 'F t;.�.- k't 22 3 �° / `I 9 t_ _� v 3 1_ - - - -- 26 _ 26 SOUND FORD -�_ _______ WALKER'S RENTON SUBARU i70 CONSTRUCTION NOTES POINT LAYOUT TABLE MEDIAN 1 O7 MATCH EXISTING. 26 FURNISH AND INSTALL TREE GRATE TYPE 1 PER DETAIL, SHEET 281. 22 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. -,_.. CATEGORY SHEET N 9 .. 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN COORDINATE FRAME AND ANCHOR INSTALLATION WITH CURB AND ALIGNMENT PROFILE 95 MEDIAN 1 106 C/) ' O2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24. w GUTTER. '. STATION Z 182 PROPERTY RESTORATION PLANS 197 J 219 ILLUMINATION PLANS 230 IRRIGATION PLAN - STA 19 +13.74 LANDSCAPE PLAN 296 OFFSET DESCRIPTION RADIUS CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13, REVISION DESCRIPTION - STA 19 +43.90 4 17 +75.17 13.50' RT PRC 99.00' THIS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. 5 17 +87.84 12.62' RT PT 48 CONSTRUCT CEMENT CONCRETE PEDESTRIAN ISLAND PER DETAILS, 101.00' ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH DETECTABLE WARNING SURFACE PER SHEETS 193 -194. 6 18 +40.17 3.74' RT PC WSDOT STD PLAN F- 40.15 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. PCC 7 18 +62.67 1.50' RT 898.50' - STA 15 +92.65, 51.57' LT - STA 17 +28.87, 54.41' LT 29 CONSTRUCT METRO SIGN FOUNDATION PER DETAIL, SHEET 27 8 18 +90.17 1.50' RT PT 13 19 +21.01 1 13.50' LT PC 929.00' 7O CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE SINGLE DIRECTION A WITH DETECTABLE WARNING SURFACE PER 30 FURNISH AND INSTALL ADVANCE DIRECTIONAL FOOTING. SEE DETAIL, 14 15 +78.60 1 3.65' LT PCC 99.00' WSDOT STD PLAN F- 40.16 -01. SEE CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. SHEET 281. 15 15 +57.18 1 0.99' LT PT - STA 16 +19.53, 51.25' LT - STA 16 +93.67, 53.33' LT - STA 15 +83.50, 4.86' RT ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F- 10.12 -02. 45 ADJUST MONUMENT CASE AND COVER TO GRADE POINT LAYOUT TABLE GUTTER 2 Og CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. FOR DIMENSIONS, SEE PROPERTY 54 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. CURB BULB AT GUTTER 2 RESTORATION PLANS, SHEETS 195 -205. SEE TYPICAL CEMENT CONCRETE PAVEMENT AND CROSSWALK SECTION, SHEET 89. FOR FINAL SURFACE TREATMENT, SEE DECORATIVE :. #.: STATION OFFSET DESCRIPTION RADIUS 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. CROSSWALK TREATMENT DETAIL, SHEET 281. 9 15 +67.41 38.38' LT PRC 36.00' 18 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER LAYOUT POINT TABLE GUTTER 2, THIS SHEET. 10 15 +94.22 53.85' LT PRC 111.74' 22 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. -,_.. CATEGORY SHEET N 9 .. 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN - ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 C/) ' WATER PLAN 134 w 148 JOINT UTILITY TRENCH PLAN 166 Z 182 PROPERTY RESTORATION PLANS 197 J 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 NUMBER REVISION DESCRIPTION BV APP. DATE «N r . 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. 0 5 10 20 40 60 73-1- N SCALE IN FEET CONSTRUCTION LEGEND CORRESPONDING SHEETS 5 NEW PAVEMENT AREA. INSTALL NEW HMA ROADWAY PAVEMENT SECTION AND OVERLAY PER DETAIL, SHEETS 24 -25, AND TYPICAL SECTIONS, SHEETS 19 -23. 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 T 343083 � CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN - ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS 197 CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 � �GIgC n -14 -17 yOS4'4 wn O�y2 F 20320 0Q ♦�' NAL ENG SURVEYED: KPG DRAWN BV: KAT DESIGN BY: JLF CHECK CHECK BV: NM PROJ MGR: JF FILE: 0655DALN01.dwg KPC1 7539th AvenueN 2502 Jefferson Avenue BID Seatde,WA98109 Tacema,WA98402 DOCUMENTS (206I 286.1640 253 627 -0720 WWl4'' kpgmm ( 1 . CITY OF RENTON Public Works Department APPROV�D FOR CONSTRUCTION BY: - DATE: /j'�j //Z ;y i !!! RAINIER AVENUES (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PLAN STA 15 +50 TO STA 20 +00 pqq DRAWING NO. HJ PROJECT NO. TED403430 PROJECNO. - TED4343 DATE: NOV 2011 SHEET NO. 83 OF 304 NUMBER REVISION DESCRIPTION BV APP. DATE a D z �y m O J ' w n I� > o � E w a o W _ H