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HomeMy WebLinkAboutP_Profile_and_Cross-Sections_Plan_20170421_v140 30 20 PTN. SW 1/4 OF THE NE 1/4 SEC. 19, TWP. 23 N., RGE. 5 E., W.M. 1+00 2+00 3+00 4+00 5+00 0.50' 1.00' 12.00' TRAVEL LANE 7+00 SEC TION 1 SCALE: 1 "=5' f 56.50' f 45.25' 24.00' 12.00' TRAVEL LANE VAR/ES EXISTING CURB & ASPHALT 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER, PER CITY OF RENTON STANDARD DETAIL 101 (TYP) 1' SUB—BASE, COMPACTED — J nano A irr LL i rU 959 MOD. PROCTOR COMPACTED TO 959: 4" CSBC COMPACTED TO 957 MOD. PROCTOR CSBC SHALL BE GRADED SMOOTH TO REFLECT FINISHED GRADE. 8+00 2" MIN HMA 1/2" PG ASPHALT COMPACTED TO 959 MAX. DENS/ TY. PROPOSED 12—INCH WATER MAIN 6" CEMENT CONCRETE TRAFFIC CURB, PER CITY OF RENTON STANDARD DETAIL 101 (TYP) CIP WALL W/ 4—FT OPEN METAL FENCE 5.00' 0.50' SIDEWALK 29 MAX 9+00 10+00 SEC TION 2 SCALE.- 1"_5' 58.25' 40 30 20 44.00' yj PROPOSED PERMENANT 20—FT ACCESS & UTILITY EASEMENT I� �20 nn' �24 nn' 0.50' PARKING STALL 12.00' 12.00' TRAVEL LANE TRAVEL LANE CONC. WHEEL STOP EN TRAINED VARIES y VARIES 6- CSTC, COMPACTED 8.25' PLANTER 4" CLASS 3000 A\iA VVAVAi�VA/�VA/VVA/�VA/�VA/VVA/V\��A�VA��A V\�� \ �VA/�VA/VVA/�V\�VA�VA �V\ VV\ VV\�A A,A CONCRETE, A/R EN TRAINED VAR/ESEXISTING 6- CSTC, COMPACTED L 6" CEMENT CONCRETE TRAFFIC CURB, PER PROPOSED 12—INCH 3" MIN ATB CL 1" PG 959' MOD. PROCTOR 0 Cl TY OF RENTON STORM 1' SUB—BASE, COMPACTED COMPACTED TO 951.1. PROPOSED 6—INCH GAS MAIN (SIZE TBD) ri STANDARD DETAIL 101 (TYP) 959 MOD. PROCTOR 4" CSBC COMPACTED PROPOSED 12—INCH CURB TO REMAIN 4" CLASS 3000 CONCRETE, AIR i /i �j /j TO 959' MOD. WATER MAIN 3" MIN A TB CL 1" PG COMPACTED TO 959 j / PROCTOR CSBC ENTRAINED a SHALL BE GRADED 4" CSBC COMPACTED 6CSTC, 6" CEMENT CONCRETE SMOOTH TO REFLECT 1 COMPACTED TRAFFIC CURB, PER FINISHED GRADE. 4" CLASS 3000 CONCRETE, AIR 2 ENTRAINED Q J j 6" CSTC, m COMPACTED C 959 MOD. 10 PROCTOR O a SEC TION 3 SCALE.- 1"--5' f 11.25' 5.00' f 16.50' PLANTER SIDEWALK 0.50' SAWCUT LINE I (TYP) 2.50' FUNCTIONAL STREAM BUFFER PROPOSED 5—FT VINYL COATED CHAIN—LINK FENCE 29�� U W VAR/ESEXISTING L A 0 ASPHALT AND ri CURB TO REMAIN 4" CLASS 3000 CONCRETE, AIR i /i �j /j "2�-MIN 3" MIN A TB CL 1" PG COMPACTED TO 959 j / ENTRAINED a 4" CSBC COMPACTED 6CSTC, 6" CEMENT CONCRETE /2" PG TO 959 MOD. COMPACTED TRAFFIC CURB, PER ASPHALT COMPACTED PROCTOR CSBC 959 MOD. Cl TY OF RENTON TO 959 MAX. DENSI TY. SHALL BE GRADED PROCTOR STANDARD DETAIL 101 SMOOTH TO REFLECT (TYP) PROPOSED 12—INCH 1' SUB—BASE, COMPACTED FINISHED GRADE. WATER MAIN 959 MOD. PROCTOR 6+00 �j EXISTING PARKING TO REMAIN 6" CEMENT CONCRETE TRAFFIC CURB, PER CITY OF RENTON STANDARD DETAIL 101 (TYP) 2" MIN HMA 1/2" PG ASPHALT COMPACTED TO 959 MAX. DENS/ TY. © 2017 TRIAD ASSOCIATES 20300 Woodinville Snohomish Rd NE Suite A • Woodinville, WA 98072 p: 425.415.2000 f: 425.486.5059 w: triadassociates.net RICHARD A. TOMKINS, PE PROJECT MANAGER DAVID S ROBERTSON, PLS PROJECT SURVEYOR BEAU J. WKLERT, EIT PROJECT ENGINEER SUSAN E. ✓ENSEN, PLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 3/27/17 SCALE: HORIZ.: 1"--20' VERT.: 1'--2 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER R VA C JriEEl' N umbEK C 5 OF 6 U W E A 0 ri opo A a 0 z RICHARD A. TOMKINS, PE PROJECT MANAGER DAVID S ROBERTSON, PLS PROJECT SURVEYOR BEAU J. WKLERT, EIT PROJECT ENGINEER SUSAN E. ✓ENSEN, PLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 3/27/17 SCALE: HORIZ.: 1"--20' VERT.: 1'--2 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER R VA C JriEEl' N umbEK C 5 OF 6