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R_4013103
75 N 00 N L 0 z E 0 c .E 0 ca J FUTURE SLOPE OHW EL +15.18 i i i EXIST MUDLINE TEMPORARY SHEET PILE, SEE `rA I L F LMIVr\ 14'-0"f f 1 SECTION - DEMOLITION STAGE 1 S50�-02 SCALE: 1/4" = 1'-0" SECTION- -02 SCALE: 1 /4" = 1'-0 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE — APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/21/18 A CITY OF RENTON COMMENTS W4700331 ABAM MGW 10/01/18 DEMOLITION STAGE 2 WEST DEMO TO EXIST I -V LDS SECTION - S500-02 SCALE: 1/4" = 1'-0 INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT L G. OV WAS ""A//V" a � w ✓j l'�1, 28710 �s1�NALG DEMOLITION STAGE 2 i e Ber rABAM g 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 UNAWN UAI L SUBTITLE ACCEPTABILITY RGP 06 21 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 21 18 ENGINEER TITLE APPROVED BY DEPT. I DATE MGW 06/21 /18 091119 kWh [ / / /I DEMOLITION LIMITS OF CONC PILE CAP GENERAL NOTES HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 1. SEE SHEET S500-02 FOR LIMITS OF DEMOLITION. 2. SEE CIVIL SHEET C500-2J FOR PILE DRIVING ELEVATIONS. 3. DRIVE EXISTING TIMBER PILE TO 2'-0" MINIMUM BELOW EXISTING MUDLINE. CONSTRUCTION NOTES REMOVE EXISTING CONCRETE PILE CAPS. REMOVE EXISTING TIMBER PILES AS NECESSARY FOR TEMPORARY SHEET PILE INSTALLATION. DEMO —12' EXIST TIMBER CRIB WALL, REMOVE —4 EA TIMBER PILES. ® TEMPORARY SHEET PILE WALL, FOR CONTRACTOR'S CONVENIENCE, TO SEPARATE AREA OF WORK FROM LAKE. AFTER CONSTRUCTION PHASE SHEET PILE TO BE CUT TWO FEET BELOW FINISH GROUND. PROVIDE SHORING ALONG SCISSOR TRUSS TO REMAIN IN PLACE PRIOR TO DEMO ACTIVITIES. SHORE W/ 12x12 HEAVY TIMBER © DEMO EXIST 402 PLANKS. REMOVE EXISTING CONCRETE. ® PROVIDE TEMPORARY CONCRETE BARRIER AROUND PERIMETER OF WORK AREA. DRIVE EXISTING TIMBER PILES PER GENERAL NOTES 1 & 2. SHEET PILE SIZE TABLE MUDLINE EL (FT) MAX WATER WARD FILL, 'H' (FT) SHAPE EMBED (FT) +5 +5 SCZ 14 24 +5 +10 SCZ 18N 27 +10 +5 SCZ 14 20 NOTE: H IS THE DIFFERENCE IN GRADE BETWEEN OFFSHORE AND ON SHORE SIDES OF TEMPORARY SHEET PILE WALL. CONTRACTOR TO SELECT SHEET PILE SIZE BASED ON THEIR CONSTRUCTION SEQUENCING AND THE MAXIMUM GROUND ELEVATION DIFFERENCE ON EACH SIDE OF SHEET. TEMPORARY SHEET PILES SCALE: 1/4" = 1'-0" CIVIL PERMIT STAGE 1 & 2 - NW DEMOLITION SECTIONS R-401403 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 J' ""' n ""' ` 10/01 / 18 APRON R INFRASTRUCTURE S500-03 S03 RENTON SITE JOB NO. COMP NO. W4700331 SITE RENTON, WADwc NO. 4—APRON—R—S500-03 CIVIL MASTER