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HomeMy WebLinkAboutWall detail 12.6.2012Lyyp 4 IT TT Yi (2)2"X 8"P.T.CAP; W/"GALV.BOLTS ——-v 6"X 8"||ANCHOR WALE a't“Nt Vit Vit ActCo2”X 6"||BACK WALE 7/J proposen sHorecuaro / CL 9000 VINYL SHEETING, 20°LONG PROPOSED %”THRU-BOLTS; 2’0.C.(TYP) PROPOSED CHANCE HELICAL ANCHORS;7°SPACING,(TYP) ITT] J/. Seok FO, ~ @ 3'0.C.(TYP) %GALV.LAG BOLTS @ 3’0.C.(TYP)(ALTERNATE WITH CAP THRU-BOLTS (TYP) (2)2"X 4"P.T.CAP SUPPORTS;W/36"GALV. BOLTS @ 3’O.C.(TYP) SHOREGUARD CL 9000 SHEETING (TYP) CAP DETAIL SCALE:1"=2' 20°MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. a |7k | 10°WALL PLAN VIEW TOP OF WALL SHALL BE NO MORE EXISTING GRADE THAN 10°ABOVE EXISTING GRADE PROPOSED CAP;SEE DETAIL PROPOSED CONT.GREENHEART PROPOSED CONT.P.T. 2"X 6”BACK WALE 6”X 8"ANCHOR WALE i NEW 1 1/26 CHANCE HELICAL SCREW ANCHOR Me.TYPE SS5 136”X 5°WITH 8”&10”FLIGHTS se ©7'-0"0.C.MINIMUM ANCHOR PENETRATION SCALE:1"=5’ ~ 15°: by MAX ‘S|\1”DOCK WASHERS EXCAVATE TO ~~PeeFACILITATE INSTALLATION OF TIE BACK EXISTING GRADE——— LY PROPOSED SHOREGUARD CL 9000 VINYL SHEETING,20 FEET LONG BULKHEAD DETAILS PLAN SHOWING 10’ ENGINEERED VINYL BULKHEAD SCALE VARIES SHEET 1 OF 1 DECEMBER 6,2012 SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT,MA 02639508-280-8046 SHOREFRONTCONSULTING@GMAIL.COM