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HomeMy WebLinkAboutT-3430137BOW„ 5' 1 W 11 11 i t=P 11 1 1 Z11 1 J 1 1 I! 1 1 \\\ \ \ \ h p BN 6 STA 17 +42.31,87 68' V-" STA\�59.71, 58.30' LT BEST PHO & THAI I- ----- --- - - - --- 6 O - - -- _ 96 IJGF - �_� \. M - L P- j- - - - - -- -- ---- - - - - -- i - -- PT = 749 +78.86 V RAINIER AVE S - -- _ 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 SEATTLE SUPER SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION & TESC PLANS, SHEETS SUPPLEMENT 69 -79. 6. FOR CONSTRUCTION PHASING, SEE CONSTRUCTION PHASING PLANS, SHEETS 37 -54. O 7. THESE SHEETS CONTAIN BACK OF SIDEWALK LAYOUT POINTS AND WORK TO BE g COMPLETED BEHIND THE SIDEWALK. FOR TREATMENT OF ROADWAY FEATURES SEE _ _ G 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 -. 00 164 -173. 18 - 12. FOR DECORATIVE SIDEWALK PAVEMENT TREATMENTS AND FOR LOCATION OF OTHER _ - - 19 ! Lw URBAN DESIGN FEATURES, SEE URBAN DESIGN DETAILS, SHEETS 269 -281. 1 _ 13 FOR ALL LOCATIONS WHERE THE BACK OF SIDEWALK IS NOT DEFINED IN THE - - - - rt - - - - - - 1 14 CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS - -STA 18 +33.04, 58.0 RT AP, STA 17 +94.14, 65.93;; RT n o POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS STA 18 +01.66, 58.00' RT o DEFINED BY THE ALIGNMENT PROFILES -\ + 2 (SHEETS 19- 23),INTERSEC11ON CURVE DATA TABLES (SHEETS 81 -92), AND PLAN 1 p 1 N -- c - V Q 7 _ 27.51' PT I PROPERTY RESTORATION LEGEND 63.19' LT PC 26.93' 10.00' r 15 +86.40 67.10' LT BOW 7 26.74' 126.24' 6 15 +98.58 82.09' LT PCC 26.47' 05 ' d' - - - _ _ - - - - rt - - - - - - 1 14 CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS - -STA 18 +33.04, 58.0 RT STATION OFFSET n o POINT LAYOUT TABLES, THE TOP BACK OF SIDEWALK SHALL BE CONSTRUCTED AS STA 18 +01.66, 58.00' RT o DEFINED BY THE ALIGNMENT PROFILES (SHEETS 93 -103), TYPICAL SECTIONS + 2 (SHEETS 19- 23),INTERSEC11ON CURVE DATA TABLES (SHEETS 81 -92), AND PLAN AP, STA 18 +1.10, 66.02' RT o N DIMENSIONS SHOWN. 3 V Q 7 PT 27.51' PT I PROPERTY RESTORATION LEGEND 63.19' LT - - - - rt - - - - - - 1 14 CONTRACTOR SHALL ENSURE FINAL GRADE OF COMMERCIAL HMA MAINTAINS - -STA 18 +33.04, 58.0 RT STATION OFFSET DESCRIPTION ELEV. i u 15 +70.29 54.95' LT PC z POSITIVE DRAINAGE TO DOWNSTREAM DRAINAGE STRUCTURES, 2 15 +75.14 50.06' LT PT i 24.66' 3 15 +65.26 62.83' LT PT 27.51' PT = PROPERTY RESTORATION LEGEND 63.19' LT PC 26.93' 10.00' r 15 +86.40 67.10' LT BOW 7 26.74' 126.24' 6 15 +98.58 82.09' LT PCC 26.47' 05 ' d' - - - _ _ 0 COMMERCIAL HMA PAVEMENT AREA ? _ _ _ _ _ _ z STATION OFFSET DESCRIPTION ELEV. i 1 15 +70.29 54.95' LT PC PC 5.00' 2 15 +75.14 50.06' LT PT PRC 24.66' 3 15 +65.26 62.83' LT PT 27.51' PT 0 15 +79.26 63.19' LT PC 26.93' 10.00' 5 15 +86.40 67.10' LT BOW 7 26.74' 126.24' 6 15 +98.58 82.09' LT PCC 26.47' STA 18 +26.33, - �n� ► ►���_ PC, 3.40' R 1 65.25' RT - \ STA 16 +66.04, 73.08' RT STA 17 +1s.1o, 77.4x' RT STA 17 +95.60, 72.25' RT r_ 1 WALKER'S RENTON SUBARU 5 /PT, PT, STA 16 +73.41, 0 5 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES PC, 4'R STA 17 +07.30, 77.52' RT O MATCH EXISTING. 05 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. I POINT LAYOUT TABLE BOW 5 BACK OF SIDEWALK 5 SHEET STATION OFFSET DESCRIPTION ELEV. RADIUS 1 15 +70.29 54.95' LT PC PC 5.00' 2 15 +75.14 50.06' LT PT PRC 24.66' 3 15 +65.26 62.83' LT PT 27.51' PT 4 15 +79.26 63.19' LT PC 26.93' 10.00' 5 15 +86.40 67.10' LT PRC 26.74' 126.24' 6 15 +98.58 82.09' LT PCC 26.47' POINT LAYOUT TABLE BOW 7 BACK OF SIDEWALK 7 SHEET STATION STATION OFFSET DESCRIPTION ELEV. RADIUS 1 17 +59.65 63.00' RT PC 24.63' 50.00' 2 17 +75.47 60.65' RT PRC 24.66' 50.00' 3 17 +93.18 58.00' RT 26.00' PT 4 24.70' 61.34' LT M Q CEMENT CONCRETE SIDEWALK AND /OR PAVEMENT PROPERTY LINES -- - - - - -- SAWCUT LINES RIGHT OF EASEMENT LINES NES T= 3 4 3 013 7 l_ - - - - - - - - APPROXIMATE CONSTRUCTION LIMITS CORRESPONDING SHEETS POINT LAYOUT TABLE BOW 6 BACK OF SIDEWALK 6 SHEET STATION OFFSET DESCRIPTION ELEV. RADIUS 1 17 +39.91 90.97' LT PC 25.55' 21.50' 2 17 +32.24 81.99' LT PCC 25.73' 10.00' 3 17 +33.49 70.98' LT PT 26.00' PROPERTY RESTORATION PLANS 4 17 +41.28 61.34' LT PC 26.38' 10.00' 5 17 +48.58 57.96' LT I PRC 26.56' POINT LAYOUT TABLE BOW 8 BACK OF SIDEWALK 8 SHEET STATION OFFSET DESCRIPTION ELEV. I RADIUS 1 19 +65.09 58.00' RT PC 25.31' 20.00' 2 19 +71.85 59.18' RT PT 25.31' WATER PROFILE 3 19 +82.50 63.00' RT AP 25.40' PROPERTY RESTORATION PLANS CATEGORY SHEET RIGHT OF WAY PLANS 9 EXISTING CONDITIONS 57 SITE PREPARATION & TESC PLAN 71 ALIGNMENT PLAN 83 ALIGNMENT PROFILE 95 DRAINAGE PLANS 106 DRAINAGE PROFILE 115,116 WATER PLAN 134 WATER PROFILE 148 JOINT UTILITY TRENCH PLAN 166 JOINT UTILITY TRENCH PROFILES 182 PROPERTY RESTORATION PLANS - CHANNELIZATION & SIGNING PLAN 219 ILLUMINATION PLANS 230 IRRIGATION PLAN 284 LANDSCAPE PLAN 296 71 -W1 SURVEYED: KPG osw4XGIA ° °�9 DRAWN BY: SOD KpC '� CITY OF RENTON RAINIER AVENUE S (SR ST PRAwwTN . 197 `r � S GRADY WAY TO S 2ND ST PROJECT NO. TE0403430 o DESIGN BY: JLF BID Public Works Department - 75391hAvenueN 2502 Jefferson Avenue CHECK BY: NM Seattle,098109 Twoala,098402 DOCUMENTS PROPERTY RESTORATION PLANS FED AID NO. - CM0167(_ Ads R 20320 1ffis ��� (206) 28&1640 253 627 -0720 APP O D FOR CONSTRUCTION DATE: NOV 2011 �' PROJ MGR: JF www.kpg.com ( 1 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655dREST01.dwg BY DATE:11�Z STA 15 +50 TO STA 20 +00 SHEET NO. 197 OF 304 a z n a j�•j v, O G � J 9 I� �w 'p o w N O v;