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HomeMy WebLinkAboutTRO4103430.37 (2)n c1t 0 ►--- w ry _0 n Ln co (D U 0 U / c� / z w / 4 .o ry I T) Ln Q0 0 z 0 z w / cn U w O n M g STA 16 4.5 R � 30+19.10, 80.02' LT STA 30+19.21, STA 30+29.72, 79.98' LT 16I STA 30+74.06, 66.22' LT STA 31+47.85, I GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL MAINTAIN CONTINUOUS ACCESS TO ALL PARCELS. STA 30+29.56, 67.64' LT tPCC, 72.51' LT 67.95 LT R CEMENT CONC TRAFFIC CURB 2. ADJUST ALL SURFACE UTILITIES TO FINAL GRADE. 454' 249.5' R I` SOUTH LAKE 16 8 RAILROAD R W ®_ VETERINARY 3. _ T CONTRACTOR SHALL NOTIFY BUSINESS OWNERS A , LEAST THREE DAYS PRIOR TO WALL 2 ' -- _ _ _ _ _ _ _ _ _ _ _O _ _ _ _ _ _ _ _ _ PERFORMING WORK WITHIN THE TEMPORARY CONSTRUCTION EASEMENT. WALL 3 4. CONTRACTOR SHALL COORDINATE WITH BUSINESS OWNER AND SCHEDULE WORK 7 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 ao 69-79. f-- _ _ 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37_ 54. STA 31 +51.40 - - - - - - - - - - - - - - - N f- w 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE I, I = COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE z� - STA A 29+05.535' �- o I I I I RAINIER AVE S cn ALIGNMENT PLANS, SHEETS 81-91. v 66.35' RT 30 1 + O0 I CD8. LO FOR WATER SERVICE CONNECTIONS, SEE WATER PLANS, SHEETS 132-141. \ STA 29+44.93, -I N -- -- -" 9. FOR STORM DRAINAGE CONNECTIONS AND ADJUSTMENTS, SEE STORM DRAINAGE 65.09' RT o i PLANS. e J El � w w 10. FOR TREATMENT OF DRIVEWAYS, SEE DRIVEWAY PLANS AND PROFILES SHEETS , - - - - - - - - - _ 208-216. .. .-. _I - - - - - - - - - - - - - - - 11. FOR FRANCHISE UTILITY CONNECTIONS, SEE JOINT UTILITY TRENCH PLANS, SHEETS 164-173. ® 5 d d® L- PT r STA 29+05.37, 79.59' RT PC, 2.5' R STA 29+01.33, 7 �).50' P7. AZATLAN P C , 3' R STA 29+46.01, 77.75' RT 5 g - o ., - - - - - 6 _ I - --------,� - ___� 9 g 1 6 ❑ g 1 77 - - - �IPT, STA 29+80.97, 72.70' RT P C , 4' R PT STA I 29+80.04 70.04' RT STA 29+51.57, 7 .32' RT I RAINIER VILLAGE I 0 � I CONSTRUCTION NOTES O1 MATCH EXISTING. �5 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. (�8 RECONSTRUCT HMA PARKING LOT. SEE PARKING AND DRIVEWAY PAVEMENT DETAIL AND HMA WEDGE DETAIL, SHEET 24. O CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STANDARD PLAN F-30.10-01 TO MATCH EXISTING CONCRETE WALKWAY. �WALL4 -- -®--� II WALL --`--------------- ------ AUTO BODY AND PAINT FOR BACK OF SIDEWALK POINTS II - SEE WALL 5 IGNMENT AND PROI[ILE, SHEETS 32 & 103 I I RAILROAD R-O-W 0 5 10 20 40 60 SCALE IN FEET 11-14-11 SURVEYED: KPG ?�N GIA CO �105 'Ashram y� DRAWN BY: SOD �o r DESIGN BY: JLF CHECK BY: NM ��20320�� .� GISTV, PROJ MGR: JF L REVISION DESCRIPTION BY APP. DATE FILE: 0655dREST01.dwg i pfl'�'" ze, 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286-1640 (253) 627-0720 www,kpg.com PROPERTY RESTORATION LEGEND COMMERCIAL HMA PAVEMENT AREA °d a CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT - - PROPERTY LINES - - - - - - - - SAWCUT LINES RIGHT OF WAY LINES - - EASEMENT LINES - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS BID DOCUMENTS - CITY OF RENTON mu Public Works Department APPROVED FOR CONSTRUCTION M DATE/ /,e 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-343Q' 40 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 I 185 PROPERTY RESTORATION PLANS - CHANNEIU7AIgON & SIGN!% PLAN f 222° ILLUMINATION PLANS 233 IRRIGATION PLAN 287 LANDSCAPE PLAN 299 RAINIER AVENUE S (SR 157) S GRADY WAY TO S 2ND ST PROPERTY RESTORATION PLANS STA 29+00 TO STA 33+50 DRAWING NO. 00 PROJECT NO. TED403430 FED AID NO.-CM0167(048) DATE: NOV 2011 SHEET NO. 200 OF 304