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HomeMy WebLinkAboutT-3430140n. r) d' 0 3 .o 0 C) 0 z 0 w i C) U W Q O rr M 4.5' R STA 30 +29.72, STA`'30 +19.10, 80.02' LT 79.98' LT 30 +19.21, 16 STA 30 +29.56, 67.64' LT 454' R €- tao'a Q-� C . -- " � II STA 29 +05.5 , 30 + I hV 66.35' RT Q I STA 29 +44.93, -I 65.09' RT < . -. • � 5 � � 8 PT STA 29 +05.37, 79.59' RT PC, 2.5' R STA 29 +01.33, 79.50' RT MAZATLAN PC, 3'R STA 29 +46.01, 77.75' RT - 0 ,' •� '018 � > I' II STA 31 +47.85, I PCC, STA 30 +74.06, 66.22' LT I 72.51' LT - -- I FIC CURB CEMENT CONC RAILROAD R O I ; 249.5' R I' -W I I SOUTH LAKE WALL 2 ,,rl -- - - - - -- VETERINARY �I --- - - - - -� I WALL 3 L uGP JGP of u9__ tii 11E,LT -z !- �j V UGP - -- L i c STA 31 +51.40 - - - - -- - - - - - - - w r - - - - -� w i G I N - I RAINIER AVE S c; o _ L0 + F_ j L- ,.- U �GF I PC, 4R �I PT STA 29 +80.04, 70.04' RT STA 29 +51.57, 7 .32' RT I RAINIER VILLAGE 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 01 MATCH EXISTING. 0 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. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE DETAIL, SHEET 24. 09 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. e _ I '-- WALL 5 AUTO BODY AND PAINT FOR BACK OFISIDEWALK POINTS I _ SEE WALL 5 f IGNMENT AND PROI ILE, SHEETS'32 & 103 -_--I X -- X RAILROAD R -O -W I - - - -- PROPERTY RESTORATION LEGEND COMMERCIAL HMA PAVEMENT AREA D CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT PROPERTY LINES -- - - - - -- SAWCUT LINES - - - RIGHT OF WAY LINES - - - - EASEMENT LINES -- - - - - -- APPROXIMATE CONSTRUCTION LIMITS 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, T- 3430140 CORRESPONDING SHEETS CATEGORY o ,b le > ,ijI e1' -f" -L 1 - - N RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 'p 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE 98 DRAINAGE PLANS 109 DRAINAGE PROFILE - k WATER PLAN 137 - 151 JOINT UTILITY TRENCH PLAN 169 > -) �\ WALL 4 �,.� _ 8 222 ILLUMINATION PLANS 233 v 287 - 299 6 -- -__ I BY i -- - -_I PT STA 29 +8097 7270' RT 8 I -9_ - -� _. I PC, 4R �I PT STA 29 +80.04, 70.04' RT STA 29 +51.57, 7 .32' RT I RAINIER VILLAGE 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES 01 MATCH EXISTING. 0 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. ® RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE DETAIL, SHEET 24. 09 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. e _ I '-- WALL 5 AUTO BODY AND PAINT FOR BACK OFISIDEWALK POINTS I _ SEE WALL 5 f IGNMENT AND PROI ILE, SHEETS'32 & 103 -_--I X -- X RAILROAD R -O -W I - - - -- PROPERTY RESTORATION LEGEND COMMERCIAL HMA PAVEMENT AREA D CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT PROPERTY LINES -- - - - - -- SAWCUT LINES - - - RIGHT OF WAY LINES - - - - EASEMENT LINES -- - - - - -- APPROXIMATE CONSTRUCTION LIMITS 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, T- 3430140 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN 86 ALIGNMENT PROFILE 98 DRAINAGE PLANS 109 DRAINAGE PROFILE 119,120 WATER PLAN 137 WATER PROFILE 151 JOINT UTILITY TRENCH PLAN 169 JOINT UTILITY TRENCH PROFILES 185 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 222 ILLUMINATION PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 a z �y a n a O ro� oy ZE o o w N O N n -14 -11 Os4'e�Owq H °'8y y '? 1 TL ¢`e ,n crsrsR 1�' TONAL E ' SURVEYED: KPG DRAWN BY: SOD DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655dREST01.dwg Kp� 7539th AvenueN 2502 Jefferson Avenue BID Seatile,WA98t09 Tamme,WA98402 DOCUMENTS (206)2861640 (253) 627 -0720 wwwlpgmm " �- CITY OF FXNTON �` Public Works Department APPROV D FOR CONSTRUCTION BY: DATE/ /f RAINIER AVENUE S (SR ST S GRADY WAY TO S 2ND ST PROPERTY RESTORATION PLANS STA 29 +00 TO STA 33 +50 2 DRAWING No. GOO PROJECT NO. TED403430 FEDAIDNO. - CM0167(048) DATE: NOV 2011 SHEETNO. 200 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE a z �y a n a O ro� oy ZE o o w N O N