Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Bulkhead details 12.6.2012
IT TT // a (2)2"X 8”P.T.CAP; Lv 1 6”x ee WALE 7 a't7\Tf VE ULE ALS (2"x 6"||BACK WALE 7/PROPOSED SHOREGUARD / CL 9000 VINYL SHEETING, 20°LONG PROPOSED %"THRU-~BOLTS; 2 0.¢.(TYP) PROPOSED CHANCE HELICAL | ANCHORS;7’SPACING,(TYP) ~ A Ad ITTT // A ~~ W/3"GALV.BOLTS @ 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/J"GALV. we | BOLTS @ 3’0.C.(TYP) SHOREGUARD CL 9000 ’ SHEETING (TYP) CAP_DE TAIL SCALE:1"=2' 20°MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. PROPOSED CONT.P.T. 2”X 6”BACK WALE MAX FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2"6 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1%”X 5°WITH 8”&10”FLIGHTS “a,@7'-0"0.C.MINIMUM ANCHOR PENETRATION %SHADE 20’,AND DEVELOP 18 KIPS MINIMUM "8 ANCHOR FORCE PER ANCHOR Z MARK A, McKENZIE SCALE:1"=5' EXISTING GRADE >EXCAVATE TO 7't 10°’WALL PLAN VIEW SCALE:1"=2" TOP OF WALL SHALL BE NO MORE THAN 10°ABOVE EXISTING GRADE PROPOSED CAP;SEE DETAIL PROPOSED CONT.GREENHEART 6"X 8"ANCHOR WALE,y 1”DOCK WASHERS\1"THREADED ROD ADAPTER m EXISTING GRADE-——NYNN PROPOSED SHOREGUARD CL 9000 VINYL SHEETING,20 FEET LONG fefeye10’WALL AND SHEETING DETAIL BULKHEAD DETAILS SCALE VARIES SHEET 1 OF 1 DECEMBER 6,2012 PLAN SHOWING 10’ ENGINEERED VINYL BULKHEAD SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT,MA 02639508-280-8046 SHOREFRONTCONSULTING@GMAIL.COM