Loading...
HomeMy WebLinkAbout83-1773 - Detail Sheet1, ALfrNff Alf --- -- POSTS DECK EXISTING RAMP SCHEMATIC EXISTNG 6' x 24' FLOAT TD REMAIN 4' EXISTING 6' x 24' FLOAT TO BE REDUCED TO 61 x 20' EXISTING TIMBER FLOAT SCHEMATIC POSTS DECKING I(TYP) FRAME (YP) JOIST CARRIAGE BOLTS (TYP) CONTINUOUS STYROFOAM (TYP) RAMP -� 6'-0" DECKING x JOIST - FRAME ARRIAGE CONTINUOUS BOLTS (TYP) STYROFOAM PRESSURE TREATED DECK 12" DIA.-� GALVANIZED STEEL PILE SLEEVE 10" DIA. PILE (TYP) LAG BOLTS (TYP)- NOTE: ALL WOOD TO BE NON -LEACHING PRESSURE TREATED. EXISTING TIMBER FLOAT SCHEMATIC 6'-0" EXISTING TIMBER FLOAT SCHEMATIC ISSUED FOR PERMITTING NOT FOR CONSTRUCTION ��J.J. Na3130E ; 3- 2,&- 07 ISPIN DATE DAVI/SSIONAL PRO ENGINEER PROPOSED BULKHEAD, RAMP, FLOAT, DECKS, REVETMENT & FILL #21 & #11 CAPE ISLES DRIVE IN SOUTH YARMOUTH MASSACHUSETTS BARNSTABLE COUNTY DETAIL SHEET JANUARY 03, 2007 REVISIONS: N0. DATE I DESC. 1 3/13/07 EASTERN BULKHEAD LOWERED 2 3/15/07 REMOVE WESTERLY FLOAT 3 3/26/07 CONSERVATION EDITS. RIP RAP / RED. WEST FLOAT PREPARED FOR: STEPHEN J. WALSH 22 PARK ROAD FRANKLIN, MA 02038 BSC GROUP 384 Washington Street Norwell, Massachusetts 02061 781 6597981 © 2007 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 rater FILE: Design\8780—BULKHEAD.dwg DWG. NO: 5179-20 SHEET 3 OF 3 JOB. NO: 48780.00