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HomeMy WebLinkAboutR_401311175 Co N Co 0 N u; 0 z 0 0 0 c� J / / / REINFORCED CONCRETE EXIST TIMBER PILE 24"x3/4" PILE W/ 40' EMBEDMENT. CUT OFF ELEVATION = +25 FT OCONSTRUCTION POINTS SEE STUCTURAL S07 BARGE ACCESS NOTES 1. BARGE SLIP IS LIMITED BY DEPTH OF WATER AND WIDTH OF DESIGNED BARGE SLIP. DIMENSIONS FOR MAXIMUM ACCEPTABLE BARGE SIZES ARE AS FOLLOWS. 2. MAXIMUM BARGE DRAFT OF 4'-0". 3. MAXIMUM BARGE WIDTH OF 60'-0". 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4. BARGES WITH FORE OR AFT RAKES OF 20'-0" HORIZONTAL LENGTH OR LONGER MAY BE ACCEPTABLE. 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BARGE DIMENSIONS AND BARGE SLIP BATHYMETRY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o SHOULD BE CAREFULLY CONSIDERED BEFORE USING BARGES WITH GREATER THAN 4'-0" OF DRAFT. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0000 0000 0 0 0 0 0 0 0 CONSTRUCTION NOTES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 CONSTRUCT SUBGRADE IMPROVEMENTS. 80'-0" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONSTRUCT MOORING PIPE PILE PER DETAIL S500-12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 50'-0" BARGE SLIP BOTTOM 15'-0" T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � BARGE ACCESE BULKHEAD ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° N 185692.01 2 E 1299692.64 F A I N 185701.81 2 ® DRIVE EXISTING PILES 2' BELOW EXISTING GRADE. E 1299731.43 REMOVE EXISTING CONC PAVEMENT. 0 0 T F 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 o 0 'n S500-12 I F © SEE CIVIL SHEETS FOR STRIPING REQUIREMENTS ON OIL/WATER SEPARATOR LIDS. F F LO-0—� F �00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FUTURE BARGE SLIP SEE CIVIL CIVIL SHEET C500-2B FOR PERMANENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o NI1 R�RCIR -�4 I SHEET PILE WALL LOCATION WITHIN BARGE SLIP AREA CN C? CD C) U') Cf) Ir W W 2 U) W W U) 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM - APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21/18 A CITY OF RENTON COMMENTS W4700331 ABAM MGW 10/01/18 REVISION PLAN - CENTRAL RAMP AREA DEMOLITION E SCALE: 20 0 20 40 scale feet BY I APPROVED I DATE INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT PAL G. ASFj! BOE//V� a 28710 GRAi '., �s�ONAL VG L CIVIL PERMIT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN UAI L 06 21 18 SUBTITLE BARGE ACCESS CONSTRUCTION PLAN CRGID HECKED SPT 06 21 18ENGINEER MGW 06 21 18 TITLE APRON R INFRASTRUCTURE RENTON SITE CIVIL MASTER SITE APPROVED BY DEPT. DATE CHECKED APPROVED APPROVED KEY PLAN SCALE: N.T.S. R-401411 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 J' ""' A ""' ` 10/01 / 18 S500-11 Sil JOB NO. COMP NO. W4700331 DWG N0. RENTON, WA 4—APRON—R—S500-11