Loading...
HomeMy WebLinkAboutR_40134975 N O N 00 N L 0 z E 0 c 0 A ca J EXIST. SUBGRADE FULL DEPTH TEMPORARY ASPHALT PAVEMENT Jli/1LL. IV 1 J RESTORATION LIMITS TEMPORARY ASPHALT CONSTRUCTION NOTES HMA CL-1/2" PG 64-22 4" COMPACTED DEPTH CRUSHED SURFACING BASE COARSE 21" COMPACTED DEPTH PROOF ROLL AND COMPACT SUBGRADE PER WSDOT STD SPEC. SECTION 2-06 FULL DEPTH TEMPORARY PAVEMENT REPAIR AT UTILITY TRENCH )U/-\LL. IV I J /XX\ CSBC r\ ELEVATION PER PLAN GRAVEL BORROW NOTE: PROVIDE 12" WIDE CURB-CUT/BLOCK OUT AT 20' O.C. FOR EMERGENCY DRAINAGE SPILLWAY AT ALL 4" RAISED CURBS. SEE DETAIL 5. PROVIDE DOWELED CONSTRUCTION JOINT DEPTH PER PLAN 12" MIN NEW CSBC VARIES f 12" EX PCCP __ TO BE REMOVED EX SUBGRADE INTEGRAL CURB AND THICKENED EDGE AT UNRE NFORCED CONCRETE 0500-2A SCALE: NTS C500-2C THRU C500-2F SYM REVISION BY APPROVED DATE SYM APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 REVISION BY I APPROVED I DATE DNR SHORELINE GRAVEL BARROW PER WSDOT STD SPEC 9-03.14(1) COMPACTED TO 95% OF MAX. DENSITY PER ASTM D1557 OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER — 6" CSBC t X EDGE OF EXISTING/PROPOSED PAVEMENT tt`r \!:I' 1 GRAVEL BORROW BOEING APRON R DEPTH PER PLAN 12" MIN NEW CSBC ±12" EX PCCP VARIES TO BE REMOVED SEE NOTES I 10-FT WIDE ACCESS WITH FLUSH INTEGRAL CURB AND THICKENED EDGE C500-2C SCALE: NTS THRU C500-2F DRAINAGE SPILLWAY 20'-0" O.C. 20" 1 1 ° p ° ° 12" 12" NEW PCCP EMERGENCY DRAINAGE SPILLWAY_ C50�-2A SCALE: NTS THRU C500-2F of wesh� �f x 31271 w� ��ssioNaL V-�"�`�'� 6" 1 36" 1 CEMENT CONCRETE PAVEMENT PROVIDE 1/2" 12" PROVIDE DOWELED RADIUS (TYP) ELEVATION PER PLAN CONSTRUCTION JOINT #4 ® 12" O.C. 11.50 2" CLR TOPSOIL A �--- — —� 1 4" CURB ° / PER PLAN �'. N Pi#4 BAR ° DEPTH PER PLAN D I D D �I \r-3 CLR — 12 MIN \ \jam NEW CSBC \' \\ #4 © 12 EA WAY T&B \ \ EX SUBGRADE I } D. ° . I PROPERTY LINE GRAVEL BORROW BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 ACCEPTABILITY DRAWN JDM DATE 06/08/18 SUBTITLE THIS DESIGN AND/OR SPECIFICATION IS APPROVED CHECKED SPT 06/08/18 ENGINEER BEE 06/08/18 TITLE APPROVED BY DEPT. I DATE INTEGRAL CURB AT UNRE NFORCED CONCRETE SCALE: NTS CIVIL PERMIT, R-401349 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING afowler 12/20/2018 01 GRADING/PAVEMENT DETAILS - SHEET 2 v W4700331 J `­­ /� n 12/14/18 SHEET APRON R INFRASTRUCTURE (;500-2H C32- RENTON SITE FOBC, No. 7��O. W4700331 CIVIL MASTER SITE RENTON, WA No. 4—APRON—R—0500-2H