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HomeMy WebLinkAboutR_401361CM O O w LO 0 N 00 N L 0 z E 0 c 0 a� c� in J \J 1 I V I- \J \J I \ I V I- I \ V V / \ L- I- \J I- \J I I \J I V C500-2T SCALE: NTS NE CORNER WALL SECTION 0-2T SCALE: NTS TOP OF HMA CURB TO BE WITHIN 2" OF THE TOP OF ADJACENT EXISTING SHEET PILE. ADJUST CURB TO GRADE DOWN o yr C,3nu HMA CURB DETAIL SCALE: NTS HMA CL-1/2" PG 64- 4" COMPACTED DEPTH CRUSHED SURFACING BASE COARSE c" rr\LAnAr,Trn nrn- I IWAI MA�1 J uT.1 A. PROOF ROLL AND COMPACT SUBGRADE PER WSDOT STD SPEC. SECTION 2-06 PERMANENT ASPHALT DETAIL —2T SCALE: NTS i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 LEGEND HOT MIX ASPHALT (HMA) SURFACE NEW PCCP PAVEMENT CRUSHED SURFACING BASE COURSE 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. CEMENT CONCRETE PAVEMENT, SUBGRADE, AND PAVEMENT JOINTS SHALL BE PER DETAILS ON SHEET C500-2G AND C500-21-1. 4. SEE STRUCTURAL SHEET S500-16, S500-18, AND S500-19 FOR REINFORCED PAVEMENT, RELIEVING SLAB AND TRANSITION DETAILS. 5. SEE STRUCTURAL PLANS FOR SHORING AND PERMANENT WALL DETAILS. 6. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR HORIZONTAL CONTROL. 7. SEE STRUCTURAL DETAILS ON SHEET S500-14 FOR STAGED REMOVAL AND REPLACEMENT OF EXISTING SHEET PILE WALL COMPONENTS. STRUCTURAL WALL PER SHEET S500-15 DETAIL A 4' BLACK PEDESTRIAN GUARDRAIL PER SHEET C500-5E DETAIL 1 7' SECURITY FENCE PER DETAIL 1 ON SHEET C500-5C ® 8" SLOT DRAIN PER SHEET C500-2V DETAIL 1 14' BLACK VINYL ACCESS GATE PER SHEET C500-5D DETAIL 1 © THICKENED EDGE WITH FLUSH CURB PER SHEET C500-21-1 DETAIL 4 CONSTRUCTION NOTES APRON R FINISHED GRADE 2� EXISTING FLUME STRUCTURE D� HOT MIX ASPHALT (HMA) SURFACE B� EXISTING GRADE :� PROTECT EXISTING DEAD MAN CONCRETE BEAM PROVIDE ROUGHENED SURFACE FOR CONSTRUCTION JOINT 7� HMA CURB CIVIL PERMIT R-401361 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY atowler 12/20/2018 rstraka 12/20/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UNAVVN UAI E SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED 06 08 18 NE CORNER PAVING & GRADING DETAIL - SHEET 3 W4700331 B 12/14/18 APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18 ® �`� c APPROVED BY DEPT. DATE ENGINEER 06 08 18 TITLE APRON R INFRASTRUCTURE CHECKED C500-2W C44 B PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 ,� w� RENTON A ' TO A ' SITE T� R 31271 K Iv I N J I JOB NO. COMP NO. �L �clsTsa� � APPROVED ss�oNAL �W4700331 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4—APRON—R—0500-2W