The URL can be used to link to this page

Home My WebLink AboutT-343084NUMBER $ \ / m♦ G z\ .52 so 2 ` ♦♦ CURRAN PLAZA R7 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 20 +68.82 DATA REF. POINT 48.50' RT 48.50' LT ELEVATIONS: 28.40' LT A = 131 -11 -56 BEGIN 24.72' R = 49.00' %4A 24.42' L = 112.20' %2A 24.32' T = 108.02' 3/4A 24.49' PT - 248 +07.06 END 24.66' 30.42' RT 25.54' RT 24.99' PT - -STA 248 +02.79 `♦ i \ `� S so ♦♦ r � SEE GENERAL NOTE 15 R8 INTERSECTION CURVE DATA HORIZONTAL PC - VERTICAL PC - % 48.50' RT DATA REF. POINT 10 28.40' LT 48 -22 -37 ELEVATIONS: r 4 48 -47 -46 %411 BEGIN 24.63' R = 61.00' 26.05' %4A 24.76' L = 51.95' PT - %2A 24.88' T = 27.67' 30.42' RT 3/4A 24.99' PT - 22 +74.56 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. END 25.08' 48.50' LT F- 10.12 -02. „ rn ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. DETECTABLE WARNING SURFACE PER WSDOT F SEE TREATMENT, SEE DECORATIVE CROSSWALK TREATMENT DETAIL, 9 CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. - - - - - - - - - - - - - - - - Jr w GENERAL - STA 21 +13.60, 77.62' LT - STA 22 +35.89, 62.33' LT 14 STA 20 +68.82 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. - STA 22 +74.66, 48.50' LT - STA 22 +10.45, 48.50' RT - STA 22 +57.04, 61.31' RT 14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27. 2� CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 28 CONSTRUCT CEMENT CONCRETE PEDESTRIAN ISLAND PER DETAILS, SHEETS 193 -194. M v � v R7 H w 8 [� x SD SD SD 3D - - - - -- °+ ISLAND 4 ) ( 0 1z ` 3 I 1 10 N WN w - RAINIER AVE Ste- J � MEDIAN 1 II I I -0�1 STA 20 +38.49 I I 1 ;I R8 INTERSECTION CURVE DATA HORIZONTAL PC - VERTICAL PC - 249 +33.02 48.50' RT DATA REF. POINT 10 28.40' LT 48 -22 -37 ELEVATIONS: 25.75' A = 48 -47 -46 %411 BEGIN 24.63' R = 61.00' 26.05' %4A 24.76' L = 51.95' PT - %2A 24.88' T = 27.67' 30.42' RT 3/4A 24.99' PT - 22 +74.56 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. END 25.08' 48.50' LT F- 10.12 -02. „ rn SEE GENERAL NOTE 15. STA 249 +09.47 STA 22 +50.74 = 7TH STREET STA 250 +00 STA 1i83647- R9 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 22 +10.49 DATA REF. POINT 1.50' RT 48.50' RT ELEVATIONS: 10 A = 48 -22 -37 BEGIN 25.75' R = 91.00' %411 25.92' L = 76.83' 1/2A 26.05' T = 40.88' 3/4A 25.97' PT - 250 +78.08 END 25.85' 1 21 +57.53 30.42' RT AP ® SEE GENERAL NOTE 15. SEE GENERAL NOTE 15. POINT LAYOUT TABLE MEDIAN 1 POINT LAYOUT TABLE MEDIAN 2 MEDIAN 1 :. #.: STATION OFFSET DESCRIPTION RADIUS 9 21 +61.54 1.50' RT PC 4.24' 10 21.62.04 6.94' LT PT PT 11 21 +36.30 9.98' LT PC 500.00' 12 20 +77.04 13.50' LT PT `/ - - - -- -- 21 21 +57.42 5.47' LT AP IRRIGATION PLAN 2 1 21 +57.53 1 0.50' LT AP ® REVISION DESCRIPTION MEDIAN 2 :. #.: STATION OFFSET DESCRIPTION RADIUS 1 23 +59.70 10.50' RT PC 1.50' 2 23 +59.70 13.50' RT PT PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET BY I APP.I DATE a CONSTRUCTION NOTES �t MATCH EXISTING RIGHT OF WAY PLANS DRAWN BY: KAT O5 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PARALLEL A WITH DETECTABLE ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, NM 9 �' PROJMGR: SHEET 26. WARNING SURFACE PER WSDOT STD PLAN F- 40.12 -01. SEE CROSSWALK RAMP O2 PAVEMENT GRINDING LIMITS. SEE DETAIL, SHEET 24. FILE: 0655DALN01.dwg 149 ♦ `� REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. O3 CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY `/ - - - -- -- ENTRANCE. SEE GENERAL TO GRADE. - STA 23 +59.56, 67.14' RT IRRIGATION PLAN CONSTRUCTION NOTES 12 AND 13, PREVIOUS SHEET, AND DRIVEWAY SCHEDULE ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. AND DETAIL, SHEET 216. �P F- 10.12 -02. „ rn ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A WITH CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19 -23. DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F- 40.15 -01. SEE TREATMENT, SEE DECORATIVE CROSSWALK TREATMENT DETAIL, FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS 195 -205. CROSSWALK RAMP REFERENCE POINT DETAIL, SHEET 91, FOR RAMP PLACEMENT. w GENERAL - STA 21 +13.60, 77.62' LT - STA 22 +35.89, 62.33' LT 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. - STA 22 +74.66, 48.50' LT - STA 22 +10.45, 48.50' RT - STA 22 +57.04, 61.31' RT 14 CONSTRUCT RAPID RIDE BUS SHELTER FOUNDATION PER DETAIL, SHEET 27. 2� CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. 28 CONSTRUCT CEMENT CONCRETE PEDESTRIAN ISLAND PER DETAILS, SHEETS 193 -194. so so o �T4.+ R9 ° R 44 ° \\ so so 0 5 10 20 40 6 SCALE IN FEET s0 SURVEYED: ARBY'S RIGHT OF WAY PLANS DRAWN BY: KAT �� 3 �� 31 ADJUST SANITARY SEWER MANHOLE TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, NM 9 �' PROJMGR: SHEET 26. (206)286 -1640 (253) 627 -0720 116,117 WATER PLAN WWWA g.com FILE: 0655DALN01.dwg 149 ♦ `� 167 JOINT UTILITY TRENCH PROFILES 183 - `/ - - - -- -- 33 ADJUST MONITORING WELL TO GRADE. 231 IRRIGATION PLAN 285 CONSTRUCT METRO TECH PYLON FOUNDATION. SEE DETAIL, SHEET 27. 54 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. SEE TYPICAL CEMENT �P so so o �T4.+ R9 ° R 44 ° \\ so so 0 5 10 20 40 6 SCALE IN FEET s0 SURVEYED: KPG RIGHT OF WAY PLANS DRAWN BY: KAT �� DESIGN BY: JLF 7539th Avenue 2502 Jefferson Avenue CHECK BY: NM Sealtle,098109 Tacoma,WA98402 PROJMGR: JF (206)286 -1640 (253) 627 -0720 116,117 WATER PLAN WWWA g.com FILE: 0655DALN01.dwg 149 CONSTRUCTION CL 24 ? MEDIAN 2 ?: d, kAg A a w IH 10 0 ¢ co U-1 x STA 24+46.58 F- a; 5 :T .� BOB BRIDGE SCION ♦ TA \3`1�♦ 251 +44.44 \,\ Yp c. STA = 251 +91.22 BID DOCUMENTS so \ \ T. CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION / BY: DATE:�4601- 1. SEE PREVIOUS SHEET. CONSTRUCTION LEGEND 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 T=343084 LIMITS. SEE ROW PLANS FOR TTICE WHERE ADJACENT TO PRIVATE PROPERTY CORRESPONDING SHEETS_ CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS e SITE PREPARATION & TESC PLAN 72 38 ADJUST SANITARY SEWER CLEANOUT TO GRADE. SEE UTILITY ADJUSTMENT DETAIL, € DRAINAGE PLANS e� DRAINAGE PROFILE 116,117 WATER PLAN 135 149 SHEET 26. 167 JOINT UTILITY TRENCH PROFILES 183 -1, F ` CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN ' 54 CONSTRUCT CEMENT CONCRETE PAVEMENT FOR CROSSWALK. SEE TYPICAL CEMENT „ rn CONCRETE PAVEMENT AND CROSSWALK SECTION, SHEET 89. FOR FINAL SURFACE STA 23 +65.40 in TREATMENT, SEE DECORATIVE CROSSWALK TREATMENT DETAIL, SHEET 281. w GENERAL CONSTRUCTION NOTES CONSTRUCTION CL 24 ? MEDIAN 2 ?: d, kAg A a w IH 10 0 ¢ co U-1 x STA 24+46.58 F- a; 5 :T .� BOB BRIDGE SCION ♦ TA \3`1�♦ 251 +44.44 \,\ Yp c. STA = 251 +91.22 BID DOCUMENTS so \ \ T. CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION / BY: DATE:�4601- 1. SEE PREVIOUS SHEET. CONSTRUCTION LEGEND 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 T=343084 LIMITS. SEE ROW PLANS FOR TTICE WHERE ADJACENT TO PRIVATE PROPERTY CORRESPONDING SHEETS_ CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN - ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN 220 ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PLAN STA 20 +00 TO STA 24 +50 S z �y m /V O J ^y � ' T A C) I� a < -c a .p 0 O N Z 84 DRAWING NO. PROJECTNO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 84 OF 304 S z �y m /V O J ^y � ' T A C) I� a < -c a .p 0 O N Z