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HomeMy WebLinkAboutR_4013102Cy') i i LU 75 o_ N 00 0 N u; 0 z 0 0 ca J TEMPORARY TOW PATH PLANE ENGINE CLEARANCE STAGE 1 & 2 MINIMUM CONSTRUCTION DEMOLITION PTS POINT NO. NORTHING EASTING 01 185678.79' 1299194.37' O2 185692.81' 1299206.75' O3 185694.96' 1299215.44' O4 185621.73' 1299340.95' O5 185582.79' 1299351.10' O6 185575.60 1299323.19 07 185519.49 1299337.87 O8 185516.75' 1299327.61' O9 185541.03' 1299321.49' 10 185538.37' 1299310.94' 1 1 185564.17' 1299304.44' 12 185561.65' 1299294.46' 13 185581.71' 1299289.38' 14 185579.27' 1299279.50' 15 185598.14' 1299274.74' 1 6 185595.58' 1299264.34' 17 185616.47' 1299258.80' 18 185611.66' 1299239.73' 19 185631.34' 1299234.55' 20 185624.53' 1299208.64' NOTE: LOCATIONS ANNOTATED ABOVE ARE TO CORNERS OF DEMOLITION. i BeraerABAM 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 - APRON R INFRASTRUCTURE W4700331 ABAM APPROVED I DATE MGW 06/21/18 0 SYM TEMPORARY TOW PATH PLANE WING CLEARANCE TEMPORARY TOW PATH CENTERLINE REVISION D � 0-03 STAGE II 4-41 BUILDING Was S500-03 STAGE 1 ID S500-03 STAGE 1+, , Co 3 S500-03 STAGE 1 D TEMPORARY STEEL SHEET PILE \ WALL, SET 5-0" MAX, 1'-0" MIN WATERWARD EDGE OF PAVING `D 3 \ ` 19 ` TYP 4 18 \V17- \ \ 4 , 16 , 15 , 14 , huml APS TO REMAIN, TYP PILE TO REMAIN, TYP BY I APPROVED I DATE m TEMPORARY TOW PATH PLANE ENGINE LIMITS - 13� LD Z' TEMPORARY TOW PATH CENTERLINE LAKE WASHINGTON TYP TYP DEMO LIMITS AT STAGE 1 DEMO LIMITS AT STAGE 2 I r-/\rKIF\ DEMOLITION LIMITS OF PILE CAPS, TIMBER PILES, AND SCISSOR TRUSS EXIST TIMBER PILE EXIST CONCRETE BUILKHEAD F--1 I I EXIST CONCRETE PILE CAP L-_-1 TEMPORARY SHEET PILE WALL TRAFFIC BARRIER OCONSTRUCTION POINTS GENERAL NOTES 1. REMOVE CONCRETE PILE CAPS. 2. SEE CIVIL SHEET C500-2J FOR PILE DRIVING ELEVATIONS. 3. CONTRACTOR TO DETERMINE IF SCISSOR TRUSS TO REMAIN SHALL BE SHORED BEFORE DEMOLITION ACTIVITIES. PER GENERAL CONSTRUCTION NOTES, SHEET G04. 4. FOR ADDITIONAL DEMO INFO, SEE S500-08. SHORE EXIST SCISSOR TRUSS TO REMAIN - SEE SHEET S500-05. SECTION A CONSTRUCTION NOTES *04 REMOVE EXISTING CONCRETE PILE CAP. DRIVE EXISTING TIMBER PILES. PER GENERAL NOTE #2 EXISTING SCISSOR TRUSS TO BE REMOVED IN DEMO AREA. Cop® LIMITS OF DEMOLITION. REMOVE EXISTING BULKHEAD. PROVIDE TEMPORARY TRAFFIC BARRIERS AROUND PERIMETER OF WORK AREA. ]� REMOVE EXISTING CONCRETE PAVEMENT. ® REMOVE EXISTING CONCRETE. 5 VA PLAN - STAGES 1 & 2 NW AREA OF WORK SCALE: 15 0 15 30 mmmmml scale feet INSALLATION OF RETAINING WALLS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT L G. t� ASFj! BOE//V� a � w ✓j l'�1, 28710 GRAi f.�4 �s1�NALG �i7T ACCEPTABILITY IRGP THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGII APPROVED BY DEPT. DATE MGW )AIL SUBTITLE 06 21 18 06 21 18 06/21 /18 TITLE CIVIL MASTER CIVIL PERMIT STAGE 1 & 2 - NW DEMOLITION PLAN APRON R INFRASTRUCTURE RENTON SITE SITE KEY PLAN SCALE: N.T.S. R-401402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W4700331 - 06/21 /18 SHEET S500-02 S02- JOB N0. COMP NO. W4700331 RENTON, WA DWG N0. 4-APRON-R-S500-02