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HomeMy WebLinkAboutTRO4103430.1690 z Q 0 Ln Ln Q0 0 0 c� / a, 0 0 / z c� w 0 / a ry LrI ' �7 C) / z 0 w ry Cn c� w 0 ry n CONSTRUCTION NOTES CONSTRUCT 6" THICK CEMENT CONCRETE DRIVEWAY ENTRANCE. SEE GENERAL CONSTRUCTION NOTES 12 AND 13, PREVIOUS SHEET, AND DRIVEWAY SCHEDULE AND DETAIL, SHEET 216. �8 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-02. C) CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 19-23, AND DETAIL, SHEET 24. FOR DIMENSIONS, SEE PROPERTY RESTORATION PLANS, SHEETS 195-205. 10 CONSTRUCT MEDIAN PER LAYOUT TABLE, THIS SHEET, AND DETAILS, SHEET 194. 11 CONSTRUCT STEEL SHEET PILE WALL AND FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL PLANS AND PROFILES, SHEETS 28-33. INSTALL PER SHEET PILE WALL DETAILS. 13 CONSTRUCT STRUCTURAL EARTH WALL AND FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL PLANS AND PROFILES, SHEETS 28-33, AND DETAILS, SHEETS 33. 15 CONSTRUCT CEMENT CONCRETE STAPLE CURB PER DETAIL, SHEET 24, WITHIN LIMITS SHOWN ON SHEET 92. 21 CONSTRUCT REINFORCED CEMENT CONCRETE RETAINING WALL, SEE WALL PLANS AND PROFILES, SHEETS 28-33. 22 CONSTRUCT INTEGRAL CURB PER LOCATION TABLE AND DETAIL, SHEET 24. ' INUMBERI REVISION DESCRIPTION L IIIIIIIIIIM1111111 y41� CiIACp� wAs,�� r7s20 w� 1-V ti1� L KAINItK VILLAUt RAILROAD R-O-W I i 0 5 10 20 40 60 SCALE IN FEET 24 FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281, AND FILTERRA UNIT PER DRAINAGE DETAILS. - STA 30+32.27 25 FURNISH AND INSTALL TREE GRATE TYPE 2 PER DETAIL, SHEET 281. COORDINATE FRAME AND ANCHOR INSTALLATION WITH CURB AND GUTTER - STA 29+01.19 - STA 29+45.82 - STA 29+73.67 33 ADJUST MONITORING WELL TO GRADE. 36 FURNISH AND INSTALL PEDESTRIAN HANDRAIL, SEE DETAILS, SHEET 25 39 CONSTRUCT 10" REINFORCED CEMENT CONCRETE TRAFFIC CURB AND GUTTER WITH THICKENED CEMENT CONCRETE SIDEWALK FOR PUMPSTATION ACCESS PARKING, STA 30+56.17 TO STA 31+50.94, LT, PER DETAIL, SHEET 26. 40 FURNISH AND INSTALL PEDESTRIAN HANDRAIL. SEE WALL 4 PLAN AND DETAILS, SHEETS 25 AND 34-35. 42 AVOID BRIDGE PILE CAP, COLUMN, AND ABUTMENT. COORDINATE WORK WITH CITY PERSONNEL AND BNSF RAILROAD. 56 CONSTRUCT CEMENT CONCRETE PAVEMENT AND RESERVOIR COURSE PER DETAIL, SHEET 89, AND PANEL LAYOUT, SHEET 92. 11-14-11 SURVEYED: KPG DRAWN BY: KAT DESIGN BY: JLF J CHECK BY: NM__ PROJ MGR: JF FILE: 0655DALN01.dwg KPG 753 9th Avenue N 2502 Jefferson Avenue Seattle, WA 98109 Tacoma, WA 98402 (206) 286-1640 (253) 627-0720 www.kpg.com AID DOCUMENTS CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION BY: .t-�� DATE: Do F- w w V) CD Ln I- cn W z U I - GENERAL CONSTRUCTION NOTES 1. SEE PREVIOUS SI`-IFFY° MEDIAN 2 # : STATION OFFSET DESCRIPTION RADIUS 4 30+75.98 7.58' RT PT 5 31+02.34 7.50' RT PC 100.00' 6 31+19.24 6.06' RT PT 7 31+72.47 3.06' LT PC 100.00' 8 31+89.36 4.50' LT PT 11 31+02.87 7.50' LT PC 512.00' 19 31 +62.94 5.50' LT AP 20 1 31 +62.94 1 3.46' LT AP CONSTRUCTION LEGEND T=343086 NEW PAVEMENT AREA. INSTALL NEW HMA ROADWAY PAVEMENT SECTION AND OVERLAY PER DETAIL, ShtE I S 24-25, AND TYPICAL SECTIONS, SHEETS 19-23. OVERLAY ONLY AREA. INSTALL HMA OVERLAY PER ROADWAY PAVING DETAIL, SHEET 24, AND TYPICAL_ SECTIONS, SHEETS 19-23. CEMENT CONCRETE SIDEWALK AND/OR PAVEMENT. CONSTRUCT CONCRETE: PER TYPICAL SECTIONS SHEETS 19-23. RESERVOIR COURSE NTH CONSTRUCTION GEOTEXTILE FOR SEPARATION. CONSTRUCT PER TYPICAL SECTIONS, SHEETS 19-23. APPROXIMATE CONSTRUCTION LIMITS. SEE ROW PLANS FOR TCE WHERE ADJACENT TO PRIVATE PROPERTY CATLE_GOR , I SHE I RIGHT OF WAY PLANS 12 EXISTING CONDITIONS 60 SITE PREPARATION & TESC PLAN 74 ALIGNMENT PLAN 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 200 CHANNELIZATION & SIGNING PLAN 222 ILLUMINATION PLANS 233 IRRIGATION PLAN LANDSCAPE PLAN y -- - f 299.� RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT FLAN STA 20+00 TO STA 33+50 DRAWING NO. 86 PROJECTNO. TED403430 FED AID NO. - CM.0167(LOA5) DATE: NOV 2011 SHEET NO. 86 OF 304