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Home My WebLink About12 Swordfish Drive - Bulkhead RepairA.H.T. EL 2.1 ( ASSESSOR'S MAP 25 PARCEL 13 16 SWORDFISH DRIVE N/F RALPH K TOMASIAN PAMELA W MYERS 16 SWORDFISH DR SO YARMOUTH, MA 02664 EXISTING TIMBER BULKHEAD LIC. 6075 189± TO BE REPLACED IN SAME FOOT — PRINT WITH MNYL SHEETING (SHOREGUARD CL9000 OR EQUAL) _ ► Naga ► ► (2) 30X10 CAP, TOP OF WALL EL 6.5' NAV.D. 6'x 6' GREENHEART ANCHOR WALE MHW EL 1.8 6'x 6' GREENHEART H BOTTOM WALE 0 1 N o MLW —1.1 N EXISTING PILE ca (TO REMAIN) MUDUNE -2.6 b U h e c 5 MIN. EMBEDMENT a A k, 1Ecl FYISTINr 1 Am= TO RF PROPOSED 3'x 8' PT BACKWALE (TH!W-BOLT 2' O.C.) WITH 3/4' HARDWARE rRISTING GRADE _ (VARIES) TO M.H.W. EL 1.8 M.LW. EL —1.1 EiWNG ME BACK TO BE 0 2.0 1 1 � 1 OF PROPOSED.TIE.BACK 1 1 1 —4.8 PARKER'S RIVER 1 Lewy 1 1 1 1 1 1 � 1 y J OPPOSITE SHORELINE 1 1 m 1 W m a-' 1 F 1 1 Z N . � ■ X W I 41t —2. H I L X2.7 ASSESSOR'S MAP 25 PARCEL 13 16 SWORDFISH DRIVE N/F RALPH K TOMASIAN PAMELA W MYERS 16 SWORDFISH DR SO YARMOUTH, MA 02664 EXISTING TIMBER BULKHEAD LIC. 6075 189± TO BE REPLACED IN SAME FOOT — PRINT WITH MNYL SHEETING (SHOREGUARD CL9000 OR EQUAL) _ ► Naga ► ► (2) 30X10 CAP, TOP OF WALL EL 6.5' NAV.D. 6'x 6' GREENHEART ANCHOR WALE MHW EL 1.8 6'x 6' GREENHEART H BOTTOM WALE 0 1 N o MLW —1.1 N EXISTING PILE ca (TO REMAIN) MUDUNE -2.6 b U h e c 5 MIN. EMBEDMENT a A k, 1Ecl FYISTINr 1 Am= TO RF PROPOSED 3'x 8' PT BACKWALE (TH!W-BOLT 2' O.C.) WITH 3/4' HARDWARE rRISTING GRADE _ (VARIES) TO FOR PROPOSED THICK x 1' WELD _6•x .6' GREENHEART MIDDLE WALE a_ . ... THR01 C1-9006 VINtAEETING 18' MIN. LEN�RH PROPOSED 3'x 1i PT BACK WALE (THRU-BOLT 2' O.C.) WITH 3/4' HARDWARE FULL EMBEDMENT WITH 18' SHEETS REQUIRED, CONTACT ENGINEER F EMBEDMENT CAN NOT BE REACHED I -RE= = ;H WELD CONNECTION. EACH TIE -B. DEVELOP 11 KIPS MINIMUM. R/DEADMAN SIZE AND TYPE SHALL SECTION A—A SCALE: 1':2' r ASSESSOR'S MAP 25 PARCEL 15 8 SWORDFISH DRIVE N LINDA M ALI FAISAL I ALI 47 ANTHONY RD DALTON, MA 01226 WOOS BUFk ow 1 0000 � s SWDRDF�SN DR>VE PLAN / 10 5 0 10 It 1 inch = 30 ft VINYL 18 FEET GENERAL NOTES: 1. THE PURPOSE OF THIS PROJECT IS TO RECONSTRUCT AN EXISTING FAILED TIM3EN BULKHEAD. 2. THE EXISTING TIMBER BULKHEAD IS PERMITTED UNDER CHAPTER 91 WATERWAYS LICENSE (#6075) FROM THE DEPARTMENT OF PUBLIC WORKS. THE BULKHEAD WILL BE RECONSTRUCTED IN THE EXISTING FOOTPRINT. 3. SUPPLY MATERIAL, EQUIPMENT AND LABOR TO INSTALL THE PROPOSED WORK ALONG THE SHOREFRONT AS DESCRIBED AND SHOWN ON THE PLAN AND DETAILS. 4. PERFORMANCE OF THE WORK SHALL BE IN COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND ORDER OF CONDITIONS ISSUED BY THE YARMOUTH CONSERVATION COMMISSION FOR THE REFERENCED PROJECT AND AS DESCRIBED BELOW. 5. ACCESS TO BE FROM THE UPLAND OF THE APPLICANT'S PROPERTY. STAGING AREA FOR MATERIALS TO BE IN DRIVEWAY. 6. METAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. 7. SHEETING MATERIAL SHALL BE SHOREGUARD CL -9000. MINIMUM SHEETING LENGTH SHALL BE 18'. 8. THE EXISTING ANCHOR SYSTEM WILL BE UTILIZED. THE EXISTING TIE BACKS WILL BE BROKEN AT A POINT DETERMINED IN THE FIELD, AND THEN SHALL BE WELDED TO PROPOSED 1-1/2" DIAMETER TIE RODS MINIMUM. THE PROPOSED WALL REPLACEMENT IS DESIGNED FOR 8' EXPOSURE. THE ANCHOR FORCE IS 11 KIPS. ANCHORS SHALL BE TENSIONED TO CALCULATED ANCHOR FORCE MINIMUM THEN BACKED OFF AS NECESSARY TO STRAIGHTEN WALL. ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF MINIMUM DESIGN SPECIFICATIONS CAA; NOT BE AITAINED."A TORQUE LOG SHALL BE KEPT BY CONTRACTOR DURING INSTALLATION OF ANCHORS AND GIVEN TO ENGINEER AT COMMENCEMENT OF INSTALLATION. A PULL TEST SHALL ALSO BE IMPLEMENTED AND WITNESSED BY ENlNEER. C M..lp >?I IrTIn.!! nFTAIT C Tn PT" APPpnvm RY FT1^IAIFFR PRInR Tn r )mmI IrTnl' 10. DISTURBED AREAS TO BE REVEGETATED TO MATCH PRE -CONSTRUCTION CONDTdiS. 11. CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 12. ANY CHANGES TO ANCHORS AND SPECIFICATIONS SHALL BE APPROVED BY THE -ENGINEER IN WRITING PRIOR TO IMPLEMENTATIONCOO . ^ 0 w Qi rram� rel I'il QI w a U O F. O � a � m SCALE AS NOTED DRAWING FILE C17657.dwg DATE I1-30-11 REVIEN/ED FOR UIILLDING AND YARMOUTH DRnwNSY ANCE. ERRORS OR OMP,11 KES APPLICANT FROM THE RESPONS B�ITY OF�ASu �fi cHBcineY COMPLIANCE, DATE:z, ? 7 — / Z ~ N Q BUILDING OFFICIAL ji bo a 1 ELLE p LFEB 012W OF � SHEETS PT. 2PROJECT NO. U CI7657.00 KEY MAP NO SCALE s r NANTUCKET SOUND T[/11i1a•b/1 [COASTAL ENGINEERING COMPANY. INC. 260 Cmnbeay Hwy. Orleans, MA 02653 508.255.6511 Fax: 508.255.6700 IBI PLAN REFERENCES: z ASSESSORS MAP 25, PARCEL 14 FLOOD NOT: FLOOD ZONE Al2 (EL. 12) AS SHOWN ON FEMA FIRM PANEL 1250015 0006D REVISED JULY 2, 1992 DATUM NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 1929) A SEAL E. t, 8'± 3/4' THRU BOLT A r 0 C FOR — EXISTING PIIS ANCHOR WALE (OOUNTERSUNK) I— 2'± — O.C. —� f II II ;; 11 ir 10' i II I I� ANCHOR TIE RODS 1-1/2' MIN. DIA IyI A 8'± O.C. DISANCHOR FORCE = 11 KIPS MIN. II TO BE WELDED TO EXISTING ME ROD II II 10' 1'X 1' WELD TO (MIN.) ATTACH PROPOSED TIE ROD TO EXISTING I . BULKHEAD DETAIL: NOT TO SCALE (TO REMAIN) GREENHEART ANCHOR WALE 6'X 6' PROPOSED 3'X 8' BACK WALE EiWNG ME BACK TO BE 2.0 BT:DKEN AT INTERSECTION OF PROPOSED.TIE.BACK APD WELDED TOO MER VA M 1'x 1' WELD FOR PROPOSED THICK x 1' WELD _6•x .6' GREENHEART MIDDLE WALE a_ . ... THR01 C1-9006 VINtAEETING 18' MIN. LEN�RH PROPOSED 3'x 1i PT BACK WALE (THRU-BOLT 2' O.C.) WITH 3/4' HARDWARE FULL EMBEDMENT WITH 18' SHEETS REQUIRED, CONTACT ENGINEER F EMBEDMENT CAN NOT BE REACHED I -RE= = ;H WELD CONNECTION. EACH TIE -B. DEVELOP 11 KIPS MINIMUM. R/DEADMAN SIZE AND TYPE SHALL SECTION A—A SCALE: 1':2' r ASSESSOR'S MAP 25 PARCEL 15 8 SWORDFISH DRIVE N LINDA M ALI FAISAL I ALI 47 ANTHONY RD DALTON, MA 01226 WOOS BUFk ow 1 0000 � s SWDRDF�SN DR>VE PLAN / 10 5 0 10 It 1 inch = 30 ft VINYL 18 FEET GENERAL NOTES: 1. THE PURPOSE OF THIS PROJECT IS TO RECONSTRUCT AN EXISTING FAILED TIM3EN BULKHEAD. 2. THE EXISTING TIMBER BULKHEAD IS PERMITTED UNDER CHAPTER 91 WATERWAYS LICENSE (#6075) FROM THE DEPARTMENT OF PUBLIC WORKS. THE BULKHEAD WILL BE RECONSTRUCTED IN THE EXISTING FOOTPRINT. 3. SUPPLY MATERIAL, EQUIPMENT AND LABOR TO INSTALL THE PROPOSED WORK ALONG THE SHOREFRONT AS DESCRIBED AND SHOWN ON THE PLAN AND DETAILS. 4. PERFORMANCE OF THE WORK SHALL BE IN COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND ORDER OF CONDITIONS ISSUED BY THE YARMOUTH CONSERVATION COMMISSION FOR THE REFERENCED PROJECT AND AS DESCRIBED BELOW. 5. ACCESS TO BE FROM THE UPLAND OF THE APPLICANT'S PROPERTY. STAGING AREA FOR MATERIALS TO BE IN DRIVEWAY. 6. METAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. 7. SHEETING MATERIAL SHALL BE SHOREGUARD CL -9000. MINIMUM SHEETING LENGTH SHALL BE 18'. 8. THE EXISTING ANCHOR SYSTEM WILL BE UTILIZED. THE EXISTING TIE BACKS WILL BE BROKEN AT A POINT DETERMINED IN THE FIELD, AND THEN SHALL BE WELDED TO PROPOSED 1-1/2" DIAMETER TIE RODS MINIMUM. THE PROPOSED WALL REPLACEMENT IS DESIGNED FOR 8' EXPOSURE. THE ANCHOR FORCE IS 11 KIPS. ANCHORS SHALL BE TENSIONED TO CALCULATED ANCHOR FORCE MINIMUM THEN BACKED OFF AS NECESSARY TO STRAIGHTEN WALL. ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF MINIMUM DESIGN SPECIFICATIONS CAA; NOT BE AITAINED."A TORQUE LOG SHALL BE KEPT BY CONTRACTOR DURING INSTALLATION OF ANCHORS AND GIVEN TO ENGINEER AT COMMENCEMENT OF INSTALLATION. A PULL TEST SHALL ALSO BE IMPLEMENTED AND WITNESSED BY ENlNEER. C M..lp >?I IrTIn.!! nFTAIT C Tn PT" APPpnvm RY FT1^IAIFFR PRInR Tn r )mmI IrTnl' 10. DISTURBED AREAS TO BE REVEGETATED TO MATCH PRE -CONSTRUCTION CONDTdiS. 11. CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 12. ANY CHANGES TO ANCHORS AND SPECIFICATIONS SHALL BE APPROVED BY THE -ENGINEER IN WRITING PRIOR TO IMPLEMENTATIONCOO . ^ 0 w Qi rram� rel I'il QI w a U O F. O � a � m SCALE AS NOTED DRAWING FILE C17657.dwg DATE I1-30-11 REVIEN/ED FOR UIILLDING AND YARMOUTH DRnwNSY ANCE. ERRORS OR OMP,11 KES APPLICANT FROM THE RESPONS B�ITY OF�ASu �fi cHBcineY COMPLIANCE, DATE:z, ? 7 — / Z ~ N Q BUILDING OFFICIAL ji bo a 1 ELLE p LFEB 012W OF � SHEETS PT. 2PROJECT NO. U CI7657.00 KEY MAP NO SCALE s r NANTUCKET SOUND T[/11i1a•b/1 [COASTAL ENGINEERING COMPANY. INC. 260 Cmnbeay Hwy. Orleans, MA 02653 508.255.6511 Fax: 508.255.6700 IBI PLAN REFERENCES: z ASSESSORS MAP 25, PARCEL 14 FLOOD NOT: FLOOD ZONE Al2 (EL. 12) AS SHOWN ON FEMA FIRM PANEL 1250015 0006D REVISED JULY 2, 1992 DATUM NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 1929) A SEAL E. t, 8'± 3/4' THRU BOLT A r 0 C FOR — EXISTING PIIS ANCHOR WALE (OOUNTERSUNK) I— 2'± — O.C. —� f II II ;; 11 ir 10' i II I I� ANCHOR TIE RODS 1-1/2' MIN. DIA IyI A 8'± O.C. DISANCHOR FORCE = 11 KIPS MIN. II TO BE WELDED TO EXISTING ME ROD II II 10' 1'X 1' WELD TO (MIN.) ATTACH PROPOSED TIE ROD TO EXISTING I . BULKHEAD DETAIL: NOT TO SCALE (TO REMAIN) GREENHEART ANCHOR WALE 6'X 6' PROPOSED 3'X 8' BACK WALE