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T-3430139
0 3 V .o 0 ul ul 0 z 0 z w i U C) O i M - - NOTE: FOR CURB LOCATIONS AT LITHIA DODGE CHRYSLER, �3 SEE POINT LAYOUT TABLE, THIS SHEET. BROWN BEAR' BEGIN CEM.3 CONIC. TRAFFIC CURB LITHIA DODGE CHRYSLER O CAR WASH 16 8 15 6 o� 16 1 Q 2 : .9' : :14. j T 5,c \✓ D11 `\��� , 8 .7 18 alc 12 \ ,;y 5 '� WALL 2 G LG �u - -- - - - - - -- 458.5 R ?i STA 26 +23.20, 64.18' LT END CEM. CONC. TRAFFIC CURB BEGIN INTEGRAL CURB 6 26 SEE ALIGNMENT PLANS, SHEET 85 ` I 4' R STA 28 +74 62.10' RT , RAINIER AVE S 27 - ' PT, STA 28 +72.98, 64.97 V PT, STA 28 +45.59, 70.76' RT s _ z C - STA 28 +42.40, 62.51' RT z \ \ \ L PC, 20' R, STA 28 +41.17, 60.76 BOW 10 - - ----------- - - - - -- ' :a KFC 1 1 PC 4' R \ NOTE:. z �.�. 5 � 5 ax 4 5 1 5 STA 27 +88.07\242' RT �\ BOB BRIDGE SCION °v PROPERTY RESTORATION AND F w Z DRIVEWAY CONNECTION TO BE ( �' �' � ° °� 1 PT COMPLETED BY PROPERTY OWNER \ - - _ _J 6 i STA 26+ 7 78. PC, 4 R STA 27 +85.44, 66.31' RT \ AT BOB BRIDGE SCION PARCEL. 1 STA 26 +23.64, 1 6 - -- '7706 RT" 7 V \� 85.33' RT ST +24.42, 75.89' RT I' - - - IHOP 5 CONSTRUCTION NOTES Q1 MATCH EXISTING, Q5 CONSTRUCT CEMENT CONCRETE EXTRUDED CURB, TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. © RECONSTRUCT HMA DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. 7O RECONSTRUCT CONCRETE DRIVEWAY. SEE DRIVEWAY SCHEDULE, SHEET 216, AND DETAIL, SHEET 24. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE DETAIL, SHEET 24. Q9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. 16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F- 10.12 -02. NUMBER REVISION DESCRIPTION BY I APP.I DATE POINT LAYOUT TABLE BOW 10 BACK OF SIDEWALK 10 SEE SHEET 198 FOR BOW 10 POINTS. 0 5 10 20 40 SCALE IN FEET Mill POINT LAYOUT TABLE LITHIA DODGE CHRYSLER 11"1x11 SURVEYED: KPG C O CURB AT LITHIA DODGE CHRYSLER 73 ,y 8y� STATION DRAWN BY: SOD RADIUS :, #,: STATION OFFSET DESCRIPTION RADIUS DESIGN BY: JLF 64.18' LT CHECK BY: NM ti 28 +02.44 PROJ MGR: JF PT 232 FILE: 0655dREST01.dwg Mill POINT LAYOUT TABLE LITHIA DODGE CHRYSLER "it ..� 753%AvenueN 2502 Jefferson Avenue Seatle,WA98109 Tacoma, WA 98402 (206)2861640 (253(627 -0720 wMM. (�.00111 BID DOCUMENTS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE. 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS HOURS. 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 -54. 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE ALIGNMENT PLANS, SHEETS 81 -91. 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141. 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS 208 -216. 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS (SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81 -92), AND PLAN DIMENSIONS SHOWN. 14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, PROPERTY RESTORATION LEGEND D COMMERCIAL HMA PAVEMENT AREA CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT - PROPERTY LINES -- - - - - -- SAWCUT LINES - - - RIGHT OF WAY LINES T=3430139 - - - - EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS CORRESPONDING SHEETS CATEGORY CURB AT LITHIA DODGE CHRYSLER 11 EXISTING CONDITIONS CURB AT LITHIA DODGE CHRYSLER 73 #,: STATION OFFSET DESCRIPTION RADIUS :, #,: STATION OFFSET DESCRIPTION RADIUS 1 26 +23.20 64.18' LT JOINT UTILITY TRENCH PROFILES 184 17 28 +02.44 67.66' LT PT 232 2 26 +20.39 67.64' LT 18 28 +39.78 63.25 LT 3 26 +38.91 78.74' LT PC 5.00' 19 28 +39.98 75.72' LT PC 4.50' 4 26 +48.07 74.74' LT PT 20 28 +45.36 80.13' LT PT 5 26 +48.28 67.87' LT PC 58.50' 21 28 +73.87 79.72' LT PC 4.50' 6 26 +91.61 68.05' LT 22 28 +79.06 75.29' LT PT 7 26 +91.59 75.06' LT PC 3.00' 23 28 +79.11 71.17' LT PC 54.00' 8 26 +95.11 78.06' LT PT 9 27 +27.54 78.06' LT PC 3.00' 10 27 +31.06 75.06' LT PT 11 27 +31.03 68.05' LT 12 27 +65.32 67.92' LT 13 27 +65.37 76.43' LT PC 3.00' 14 27 +68.94 79.40' LT PT 15 27 +99.62 79.18' LT PC 3.00' 16 1 28 +03.12 1 76.16' LT I PT "it ..� 753%AvenueN 2502 Jefferson Avenue Seatle,WA98109 Tacoma, WA 98402 (206)2861640 (253(627 -0720 wMM. (�.00111 BID DOCUMENTS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE. 3. CONTRACTOR SHALL NOTIFY BUSINESS OWNERS AT LEAST THREE DAYS PRIOR TO PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT AROUND SPECIAL BUSINESS HOURS. 5. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 -54. 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE ALIGNMENT PLANS, SHEETS 81 -91. 8. FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132 -141. 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE PLANS. 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES, SHEETS 208 -216. 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164 -173. 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 13. FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS (SHEETS 19-23), INTERSECTION CURVE DATA TABLES (SHEETS 81 -92), AND PLAN DIMENSIONS SHOWN. 14. CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, PROPERTY RESTORATION LEGEND D COMMERCIAL HMA PAVEMENT AREA CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT - PROPERTY LINES -- - - - - -- SAWCUT LINES - - - RIGHT OF WAY LINES T=3430139 - - - - EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 11 EXISTING CONDITIONS 59 SITE PREPARATION & TESC PLAN 73 ALIGNMENT PLAN 85 ALIGNMENT PROFILE 97 DRAINAGE PLANS 108 DRAINAGE PROFILE 117 -119 WATER PLAN 136 WATER PROFILE 150 JOINT UTILITY TRENCH PLAN 168 JOINT UTILITY TRENCH PROFILES 184 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 221 ILLUMINATION PLANS 232 IRRIGATION PLAN 286 LANDSCAPE PLAN 298 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST PROPERTY RESTORATION PLANS STA 24 +50 TO STA 29 +00 DRAWING NO. 199 PROJECTNO. TED403430 FED AID NO- - CM O167(048) DATE: NOV 2011 SHEET NO. 199 OF 304 a z �y '< F�j•j m /r Oc rn �> N o � .P o w N O Cq