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HomeMy WebLinkAboutbulkhead sketch(2) 2" X 8" P.T. CAP; /W/ GALV. BOLTS / @ 3' O.C. (TYP) GALV. LAG BOLTS 0 3' O.C. (TYP) (ALTERNATE WTH CAP THRU-BOLTS (TYP) (2) 2" X 4" P.T. CAP SUPPORTS; W/ GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD CL 9000 SHEETING (TYP) CAP DETAIL SCALE: 1"=2' PROPOSED Y4" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL- ANCHORS; 7' SPACING, (TYP) 71± 8' MALL PLAN VIEN SCALE: 1"=2' EXISTING GRADE 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. PROPOSED CONT. P.T. 2" X 6" BACK WALE \ 4 1te,A TOP OF WALL SHALL BE NO MORE THAN 8' ABOVE EXISTING GRADE PROPOSED CAP; SEE DETAIL PROPOSED CONT. GREENHEART 6" X 8" ANCHOR WALE 2' 1" DOCK WASHERS EXCAVATE TO FACILITATE IN OF TIE BACK 1"0 THREADED ROD ADAPTER ' iirx OF 41..-4'Nst W 1 1/2"0 CHANCE HELICAL SCREW ANCHOR "E SS5 1)r X 5' WITH 8" & 10" FLIGHTS EXISTING GRADE ittr MARK A. c, . ® '-0" O.C. MINIMUM ANCHOR PENETRATION '4- 4:- . M - Et- .7 1E '..-4., ( ALL BE 20', AND DEVELOP 18 KIPS MINIMUM / PROPOSED SHOREGUARD CL 9000 ,,,iit / , "4 } Au! , . , / ; ANCHOR FORCE PER ANCHOR Ili VINYL SHEETING, 16 FEET LONG '130 4'" .0.4 44, • 101/2- ...‘1,6 ' ' -u/ONAL v- -- 8' WALL AND SHEETING DETAIL If - SCALE: 1"=5' BULKHEAD DETAILS SHOREFRONT CONSULTING PLAN SHOWING 8' 290 CENTER STREET SCALE VARIES ENGINEERED DENNISPORT, MA 02639 SHEET 1 OF 1 VINYL BULKHEAD 508-280-8046 DECEMBER 6, 2012 SHOREFRONTCONSULTINGOGMAIL.COM