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HomeMy WebLinkAboutT-3430141w `f 0 N 3 Y 1 I c 1 ` I I I 1 I 5 1 I� a 1 °J - I I I I I I IL I le 9 I I ca I I 1- I '1 I 1 1 I I I 1 I j I NOTE: I 1 FOR VETERM „C IC j FRONTAGE I0' N J SEE DETAIL, IjEET 0 6 I 6' 9 I. -j- 1 18 J F Y -%�� O '( C3 I� N - - -1 ~ it w PC W 2 I I N I C3 I a L I + 4 - -1 M I� - M -I I I 2.00' 6 N I PT I z I 61.50' LT -_ J x 8 F 59.50' LT PT -31 _ C3 I SIFT -\ I � I I LEI � I I' -LL -!- SGT T, LL _J '( 14 1 I� I al 1 it I' PC I 2 I `34 PT 120,121 �I I I a a PC 2.00' 4 36 +83.57 I I� - L'� ItiI I I SIFT -\ I � I I LEI � I I' -LL -!- SGT T, LL _J I' 1, POINT LAYOUT TABLE CURB 3 CURB AT D21 & D23 '( STATION OFFSET I RADIUS 1 it i I PC 2.00' 2 e' 60.00' LT PT 120,121 �I I I a a PC 2.00' 4 36 +83.57 58.00' LT PT - 5 • I �I 2.00' 6 W 61.50' LT PT N 7 37 +46.03 61.50' LT PC 2.00' 8 1 37 +48.07 59.50' LT PT I' 1, POINT LAYOUT TABLE CURB 3 CURB AT D21 & D23 -- 7 STATION OFFSET DESCRIPTION RADIUS 1 36 +66.63 61.91' LT PC 2.00' 2 36 +68.67 60.00' LT PT 120,121 3 36 +81.53 60.00' LT PC 2.00' 4 36 +83.57 58.00' LT PT - 5 37 +10.07 59.50 LT PC 2.00' 6 37 +12.11 61.50' LT PT N 7 37 +46.03 61.50' LT PC 2.00' 8 1 37 +48.07 59.50' LT PT DATE POWER SPORTS i� 21 9 16 `I L , 20 e a II JACK IN THE BOX � e - - CONSTRUCTION NOTES Q1 MATCH EXISTING. 5O 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. O7 RECONSTRUCT CEMENT 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. O9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F- 30.10 -01 TO MATCH EXISTING CONCRETE WALKWAY. 12 ADJUST MONITORING WELL TO FINAL GRADE. 16 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F- 10.12 -02. 18 CONSTRUCT CEMENT CONCRETE SIDEWALK PER VETERINARY CLINIC PROPERTY RESTORATION DETAIL, SHEET 206. ©0 PAVE AGAINST ROCKERY. 2, CONSTRUCT ASPHALT RAMP AT DOORWAY PER DETAIL, SHEET 207. - -- - - 1 16 t� ^ -S€€ BETAIt SHEU X09. NT -ASR WMPROVEINENTS; FOR - POWER- S- PORTS-RO - - - - - - - - - - - - /-- - - - - - - - - - - - - - - - - - . ....... � C II :1 � I I I + I I I � 35 RAINIER AVE S 36 I I I I I I I I I I I I I I I I I I L .j - A 96 a. I 1 ;. 7:5'-1-- -- 1 I I 1 I I � 9 I MCFAW - � -- 7 UGP UGP- _ -- -' - - CD - - -- 1 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN .5. • 186 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN e ILLUMINATION PLANS ,•4 • 288 LANDSCAPE PLAN 300 L N C NUMBER REVISION DESCRIPTION BY APP. DATE C3 ....r_ 0 � Tl T _ ��''��_ + 00 00 N w z J x - - - - - -- a - -- - � -- 7 UGP UGP- _ -- -' - - - - - - -- 1 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 • 186 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN e ILLUMINATION PLANS ,•4 • 288 LANDSCAPE PLAN 300 I C NUMBER REVISION DESCRIPTION BY APP. DATE ....r_ - � Tl T _ ��''��_ fir� - � -- 7 RIGHT OF WAY PLANS _ -- -' - - - - - - -- 1 ALIGNMENT PROFILE 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=3430141 - - - EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS CORRESPONDING SHEETS 0 5 10 20 40 60 SCALE IN FEET CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES 186 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 z my m O P ' P Q F"J 0 � O z 11-1¢11 OS4'4�Gwa COBq S o ' - zoszo w� F lSiE ti +`�' �OhSL SURVEYED: KPG DRAWN BY: SOD DESIGN BY: JLF CHECK BY: NM PROJ MGR: JF FILE: 0655dREST01.dwg Kp� BID 75391hAvenueN 2502JefiersonAvenue BID Seatlle,WA98109 Taolma,WA91102 DOCUMENTS (206128G1640 (2 531 62 7 -012 0 www.kpg.can '6 CITY OF FENTON `I` Public Works Department APP OR CONSTRUCTION BY: DATE :! /� RAINIER AVENUE S (SR ST S GRADY WAY TO S 2ND ST PROPERTY RESTORATION PLANS STA 33 +50 TO STA 38 +00 DRAWING NO, 201 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2071 SHEET NO. 201 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z my m O P ' P Q F"J 0 � O z