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HomeMy WebLinkAboutR_401359LO 0 N CO CD 16 0 z 0 1= 0 c� N J C500-2F CALL 48 HOURS "w" `-' 1 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 w Federal Way, Washington 98003-2600 SOJ` 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 A DNR COMMENTS W4700331 ABAM SPT 10/22/18 B PERIMETER SECURITY FENCE W47003311 ABAM I SPT 12/14/18 P. of WAsh� �f ""A//V" x 31271 w� ��ssioNaL LEGEND HOT MIX ASPHALT (HMA) SURFACE + + + EXISTING CONCRETE SURFACE UNDER NEW PCCP PCCP SLABS POURED DIRECTLY ONTO ROUGHENED EXISTING CONCRETE GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) _ NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE STRUCTURAL SHEET S500-13 FOR PAVEMENT DEMOLITION SEQUENCE AND HORIZONTAL CONTROL. 4. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. 5. PROVIDE EMERGENCY DRAINAGE SPILLWAY AT ALL 4" RAISED CURBS UNLESS OTHERWISE NOTED. SEE DETAIL 5 ON SHEET C500-21-1. 6. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR CONTINUATION OF HORIZONTAL CONTROL. 7. PROVIDE PAVEMENT REINFORCEMENT AS SHOWN ON SHEET C500-2F AND DETAILED ON STRUCTURAL PLANS S500-18 AND S500-19. PROVIDE HOT MIX ASPHALT (HMA) SURFACE PER DETAIL 2 ON SHEET C500-2W c> PCCP SLABS POURED DIRECTLY ONTO EXISTING ROUGHENED SURFACE PER SECTION B ON SHEET C500-2V AND D ON SHEET C500-2W :> HOT MIX ASPHALT (HMA) CURB PER DETAIL 1 ON SHEET C500-2W c> STRUCTURAL WALL WITH PEDESTRIAN GUARD RAIL. SEE SHEET S500-15 DETAIL A AND SHEET C500-5E DETAIL 1 5� PROVIDE FLUSH CURB PER DETAIL C500-21-1 DETAIL 4 PROVIDE INTEGRAL CURB PER SHEET C500-21-1 DETAIL 3 c> WALL TRANSITION PER SHEET S500-17 DETAIL 1 ® 7' SECURITY FENCE PER SHEET C500-5C DETAIL 1 PROVIDE INTEGRAL CURB PER SHEET C500-21-1 DETAIL 3 WITH 4' BLACK VINYL FENCE PER SHEET C500-5C DETAIL 2 CONSTRUCTION NOTES PROTECT EXISTING CONCRETE SURFACE 2� THICKENED EDGE AND INTEGRAL CURB D� EXISTING FLUME STRUCTURE AND DOCK EXISTING SHEET PILE WALL BACK OF CURB N 1" = 10' 10 0 10 20 scale feet CIVIL PERMIT No KEY PLAN SCALE: N.T.S. R-401359 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY atowler 12/20/2018 rstraka 12/20/2018 wl I ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN JDMCHECKED UAI E 06 08 18 SUBTITLE NE CORNER PAVING & GRADING DETAIL - SHEET 1 CURRENT REVISION W4700331 SYMBOL B DATE 12/14/18 CHECKED SPT 06 08 18 SHEET C500-2T C42- ENGINEER BEE 06 08 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE RENTON, WA APPROVED BY DEPT. DATE CHECKED JOB NO. W4700331 COMP NO. APPROVED APPROVED DWG No. 4—APRON—R—0500-2T