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HomeMy WebLinkAboutBulkhead details 12.6.12 and 2.21.22(2) 2' X B' P.Y. GAP; W/ ` GALV. BOLTS 0 6' 4,�- (TYP) }l' GALA, LAG BOLTS O 3' O-C. (TYP) {ALTERNATE WTH CAP THRU—BOLTS (TYP) (2) 2- X 4' P-T- CAP SUPPORTS; W/ ]4' OALV- BCLf$ 0 5' O.C. (TYP) 541OREGU ARD OL 9000 SrtEE71NG (M) SAP DETAIL SCALE. 1"-2' fiv f MARK A.' cKEE 20' MINIMUM EMBEOMCNT SHALL DEVELOP 18K MIN. 6" X 8' 11 ANCHOR WALE II 2't 11 2' X 6' 11 BACIK WALE 11 ! 11 k` k Ct 90 5ED VINYL 5H ETINl f �. �aaa V1NYL s�IEETING, 20' LcNG PROPOSED 3jp 7HRU-1901-TS; (TV) PROPOSED CHANCE HELICAL ANCHORS, 7- SPACNO, (TV) 7' 1 ' WALL PLAN VlFW scu: 1 -2, I#36511IA01100 PROPOSED CONT. P.T- 2' Y 6' BACK WALE EXCAVATE TO tACILITATE INSTALLA130fk OF TlE BACK NEW 1 1/2'0 CHANCE HEUCAL SCREW ANCHOR TYPE SS5 1 r X 5` WITH $' do 10" F U GHTS 0 7'-0' O.C. MINIMUM ANCHOR PENETRATION 511E 26, AND DEVELOP 113 KIPS MINIMUM ANCHO FORCE PER ANCHOR ET TIN TOP OF WALL SHALL BE NO MORE THAN 10' A13M EXISINIO �RAOE PROPOSED CAP; SEE DETAIL PROP05ED CONT, GREENHEART 5" X 8` ANCHOR WALE 1' DOCK WASHERS 1"0 THREADED RW ADAPTER EXISTING GRADE ---4— PROPOSED SHOREtUARD CL 0000 VINYL SHEETING, 2a FEET LONG DETAIL, BULKHEAD DFTAILS PLAN SHOWING 1 0' SHOREFRONT CONSULTING 290 SCALE�+nR,Es ENGINEERED DENNSPOR� STREET MA02 39 SHIM 1 OF 1 VINYL BULKHEAD 508— 80-8046 DECEMBER 6. 2012 SHOREFRONTCON5ULTINGOGMAIL.COM 't GREE HEART AfCKENZIEOR ' B-6� ALUhlINUM WALE (OPI ANCHOR O ) ALE CIVIL No. 39068 2° x £' 11 BACK WALE + PROPOSED SHOREWARD SG 825 VINYL SHEEi1N&, STRUCTURAL REVIEW 2-22-22 lE' tarn MIN. (} 3" }� ITP.T. CAP; PROPOSED 7 THRU—SOLTS; z' O.C. (T)P) } Wf X. GALV. 90LTS PROPOSED CHANCE HEUCAG 0 3' ac. (TV) ANCHORS, 5' SPACtNC, (TYP) i�" GALV, LAO BOLTS 0 3' O.Q (TYP) (ALTERNATE L 6• MAXrMUM SPACING WITR CAP THRU-BOLTS (T ) (.2) �r x 6• P.T, CRP SUPPORTS; W/ )j' GALV. BOLTS a 3' 0-c (TYP) SHCAEOUARD SG 825 SHEETING (TYP) CAP DETAIL SF1i! E 1.4 12' WALL PLAN VIEW SC,AI.E; 1'-2' TOP OF WALL FOLLOWS EXISTING GRFCZ. NAMMIJ61 U98ALANCED RLL= 12 FEET. PC' HTNIMUM EMBEIDNENT EXS11HO GRADE PROPOSED CCHT, P.T. 2'x6' BACK WALE EXCAVATE TE TO FACIUTA7E INrAuAnON OF TE BACK NEW 1 1/2-0 C+IANCE HELICAL SCREW ANCHOR TYPE S55 IX X 5' WITH 8" & 10' FLIGHTS 0 6'—fi OaC. MINIMUM ANCHOR PEHEIRAION SMALL DE 2W, AND bEVELOP 20 KIPS WNIMUM ANCHOR FORCE PER ANCHOR 12' WALL AND EET)N SCALE, 1'-5' PR-OPOSED TIMBER GAP; SEE OETAIL (AW-15DO ALUMINUM CAP OPTIONAL) PROP05ED CCNT. GFSENHEART BbXS' ANNOR WALE (WO-6 ALUMINUM WALE OP110"AL) 1' DOCK WASHERS 111 THREADED RDD ADAPTER IF)OSUG GRADE PROPM SHUEGUARD SG 825 VINYL SHEETING, 1B FEET LONG MIN. DETAIL. BULKHEAD DETAILS PLAN SHOWING 12' SHOREFRONT CONSULMINIG ESf`1It`1EERED 90 CENTER STREET SCALE vwxl DENNI PORT, MA 026.39 SHEET 1 OF 1 VINYL BULKHEAD 508— 80-8046 FEBRUARY 21. 2022 SHOREi=RONTCONSULTING MAIL.00M