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HomeMy WebLinkAboutR_401360LO 0 N 00 N L 0 z E 0 c 0 a� c� in J ° a Q 5 LL I I C500-2T SCALE: NTS 12 . ° a ° ° a Q ° ° ° ° a 4" MIN. CSBC DEPTH 24" MANHOLE GRATE NEENAH FOUNDRY PRODUCT -UR--KA0')-1 (1R AiDR(1\/r-n CII,AII AA enn nl Inenl — nnnikl STEEL RISER WITH INCORPORATED FRi MANHOLE GRATE. I REQUIRED HEIGHT. STEEL PILE DRAINP FIELD LOCATE AS I AVOID SHEET PILE INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT L L TYP. 3 NE CORNER WALL SECTION —2T SCALE: NTS 6" CSBC ADS DURASLOT DRAIN 8" HDPE DUAL WALL PIPE WITH 2.5" SLOT. INSTALL PER 11A11 lr/"TI If'1rl"1 ("` I"tr/"/'\1/\IrAll'1TIl1A If` Alb:� 8" SLOT DRAIN DISCHARGE TO PILE STRUCTURE C500-F SCALE: NTS \— NATIVE SOIL 14 0 13 2 LAMER o EL 15.18 NGVD 29 INTER v EL 13.18 NGVD 29 N SUMMED EL 15.18 NGVD 29 WINTER EL 13.18 NGVD 29 IMI, 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 a.. NEW PCCP PAVEMENT CRUSHED SURFACING BASE COURSE ALL 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 C500-213 AND C500-21-1. 4. SEE STRUCTURAL SHEET S500-16 AND S500-17 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 C> 4' BLACK PEDESTRIAN GUARDRAIL PER SHEET C500-5E DETAIL 1 :> 7' SECURITY FENCE PER SHEET C500-5C DETAIL 1 ® HOT MIX ASPHALT (HMA) SURFACE AND CURB. SEE SHEET C500-2W FOR DETAILS 5� 4' BLACK VINYL FENCE PER SHEET C500-5C DETAIL 2 © INTEGRAL CURB AND THICKENED EDGE PER SHEET C500-2H DETAIL 3 CONSTRUCTION NOTES APRON R FINISHED GRADE EXISTING FLUME STRUCTURE 3� EXISTING GRADE PROTECT EXISTING DEAD MAN CONCRETE BEAM PROVIDE ROUGHENED SURFACE FOR CONSTRUCTION JOINT PROTECT EXISTING SHEET PILE TIE RODS PROTECT EXISTING SHEET PILE BATTER PILES HMA CURB. SEE BOAT NOTE 4. R-401360 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY afowler 12/20/201801 rstraka 12/20/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED 06 08 18 NE CORNER PAVING & GRADING DETAIL - SHEET 2 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 C%500-2V C43 B PERIMETER SECURITY FENCE W4700331 ABAM SPT 12/14/18 w� ^ A ' TO A ' ^ I T� � � 3'2" o �' K Iv I Iv J I JOB N0. COMP N0. L�� �clsTsa� APPROVED ss�oN�W4700331 AL APPROVED CIVIL MASTER SITE RENTON, WA r G NO. 4—APRON—R—0500-2V