The URL can be used to link to this page

Home My WebLink About83-2060 - Bulkhead Reconstruction002SH DRIVE - 40' WIDE) Li _i Elf 0 (2) 3' X 8' P.T. CAP; W/ V GALV. BOLTS 0 3' O.C. (TYP) Xz' GALV. LAG BOLTS (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) (2) 3' X 6' P.T. CAP SUPPORTS; W/ )r GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD SG 625 SHEETING (TYP) BULKHEAD CAP DETAIL S q 1 2 a :AN --► SCALE: 1 "=2' N) BULKHEAD i (SEE DETAIL) 0 LO TION A -A LELEVATION) 10 20 SCAT F- 1"=10' CONSTRUCTION NOTES: N 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. WE 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD DIRECTLY IN FRONT OF THE FAILING TIMBER BULKHEAD AT THE SAME HEIGHT OF 7.0' NAVD88. THE NEW BULKHEAD SHALL HAVE S 12—FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING SHALL BE TEMPORARILY REMOVED AND REPLACED. 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANTS PROPERTY AND FROM A WORKING BARGE. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. 4. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE BULKHEAD. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED MATH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 5. ALL WORK SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL THE SHEET PILING MAY BE DRIVEN BY A SMALL EXCAVATOR ON THE LANDWARD SIDE OF THE BULKHEAD. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE BOTTOM. 6. VINYL SHEETING SHALL BE SHOREGUARD SG -625, WITH 15—FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE FULL DEPTH WITH MINIMUM CUTTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE—CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. S. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE—CONSTRUCTION CONTOURS AND CONDITIONS. 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. 10. ANY TIMBER USED IN THE WATER SHALL NOT BE CCA PRESSURE TREATED. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. 11. ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY. 12. THE EXISTING ANCHORS SHALL BE INSPECTED, PULL TESTED, EVALUATED AND RE—USED WHERE POSSIBLE. NEW TIE ROD SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE COATING TO PREVENT CORROSION. 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. 2't 8" X 8' GREENHEART ^ ANCHOR WALE OR UC -6 STIR COMPOSITE' I WALE (OPTIONAL) 2' �I PROPOSED SHOREGUARD 625 VINYL SHEETING, 15' LONG MIN. PROPOSED N4" THRU-BOLTS; 2O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYI 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL q 1 2 4 SCALE: 1'=2' TOP OF WALL, EL. 7' NAVD88. MAXIMUM UNBALANCED FILL= 10 FEET TO MUDLINE. 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. EXISTING GRADE PROPOSED CONT. P.T. 2' X 6' BACK WALE PROPOSED TIMBER CAP; SEE DETAIL (AW -1075 ALUMINUM CAP OPTIONAL) PROPOSED CONT. GREENHEART 8" X 8' ANCHOR WALE (UC -6 STIR COMPOSITE WALE OPTIONAL) 1' DOCK WASHERS EXCAVATE TO 1'0 THREADED FACILITATE o) ;ED 12' RETURN ROD ADAPTER BELOW GRADE) PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION ZIP PROPOSED 73'1 i\=mom VINYL b t� BULKHEAD, SEE DETAIL) 0 a� 1 Dadmm W. KELP LANE.DWG SHOREFRONT CONSULTING-'� 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM N Q�W AO EX. BULKHEAD a Ezze \\ ` �SE83-56 ��o< + DEO,F LIC ill 54 i )�\ nd \ z 5°39'10"W 1 4x2.00' CK BUSH o---�) w z I I + Az c —DECK, � I I I 'ER MAP 25, PARCEL 16 MARIO M. MONTANILE LLJ USA BARTON 11 ROMANS ROAD ' } WINDHAM, NH 03087 o � N 0 0 Z 3 > j 0 GB/DH 'IV, O 77.00' (HELD) �g O P '39'10"E SH DRIVE - 40' WIDE) Li _i Elf 0 (2) 3' X 8' P.T. CAP; W/ V GALV. BOLTS 0 3' O.C. (TYP) Xz' GALV. LAG BOLTS (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) (2) 3' X 6' P.T. CAP SUPPORTS; W/ )r GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD SG 625 SHEETING (TYP) BULKHEAD CAP DETAIL S q 1 2 a :AN --► SCALE: 1 "=2' N) BULKHEAD i (SEE DETAIL) 0 LO TION A -A LELEVATION) 10 20 SCAT F- 1"=10' CONSTRUCTION NOTES: N 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. WE 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD DIRECTLY IN FRONT OF THE FAILING TIMBER BULKHEAD AT THE SAME HEIGHT OF 7.0' NAVD88. THE NEW BULKHEAD SHALL HAVE S 12—FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING SHALL BE TEMPORARILY REMOVED AND REPLACED. 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANTS PROPERTY AND FROM A WORKING BARGE. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. 4. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE BULKHEAD. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED MATH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 5. ALL WORK SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL THE SHEET PILING MAY BE DRIVEN BY A SMALL EXCAVATOR ON THE LANDWARD SIDE OF THE BULKHEAD. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE BOTTOM. 6. VINYL SHEETING SHALL BE SHOREGUARD SG -625, WITH 15—FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE FULL DEPTH WITH MINIMUM CUTTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE—CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. S. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE—CONSTRUCTION CONTOURS AND CONDITIONS. 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. 10. ANY TIMBER USED IN THE WATER SHALL NOT BE CCA PRESSURE TREATED. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. 11. ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY. 12. THE EXISTING ANCHORS SHALL BE INSPECTED, PULL TESTED, EVALUATED AND RE—USED WHERE POSSIBLE. NEW TIE ROD SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE COATING TO PREVENT CORROSION. 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. 2't 8" X 8' GREENHEART ^ ANCHOR WALE OR UC -6 STIR COMPOSITE' I WALE (OPTIONAL) 2' �I PROPOSED SHOREGUARD 625 VINYL SHEETING, 15' LONG MIN. PROPOSED N4" THRU-BOLTS; 2O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYI 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL q 1 2 4 SCALE: 1'=2' TOP OF WALL, EL. 7' NAVD88. MAXIMUM UNBALANCED FILL= 10 FEET TO MUDLINE. 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. EXISTING GRADE PROPOSED CONT. P.T. 2' X 6' BACK WALE PROPOSED TIMBER CAP; SEE DETAIL (AW -1075 ALUMINUM CAP OPTIONAL) PROPOSED CONT. GREENHEART 8" X 8' ANCHOR WALE (UC -6 STIR COMPOSITE WALE OPTIONAL) 1' DOCK WASHERS EXCAVATE TO 1'0 THREADED FACILITATE INSTALLATION ROD ADAPTER OF TIE BACK PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION w SC -73 SME AS SHOWN 4/17/16 EXISTING GRj NEW 1 1/2'0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1V X 5' HATH 8" do 10' FLIGHTS 0 6'-0" O.C. MINIMUM ANCHOR PENETRATION PROPOSED SHOREGUARD SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM SG 625 VINYL SHEETING, ANCHOR FORCE PER ANCHOR 15 FEET LONG MIN. BULKHEAD ELEVATION DETAIL 25 q 2.5 10 SCALE: 1"=5' 0 -13 7' D Z .7 N y u LOCUS YARMOUTH, MA KEY MAP 1" = 800' NOT FOR STRUCTURAL SURVEY NOTES: 1. RECORD OWNER: MONTANILE MARIO M. BARTON USA 11 ROMANS ROAD WINDHAM, NH. 03087 DEED BOOK 13019 PG. 295 PLAN BOOK 181 PG. 125 LEGEND �� MLW —2— MEAN HIGH WATER MEAN LOW WATER ELEVATION CONTOUR PROPERTY LINE 2. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 16, AND APPEARS TO UE WITHIN THE RESIDENTIAL 25 DISTRICT PER THE TOWN OF YARMOUTH ZONING MAP. 3. PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND SURVEY CONDUCTED DECEMBER 2015, LINES OF OCCUPATION, AND FOUND MONUMENTATION. 4. ORIGIN OF BEARINGS IS PLAN BOOK 181 PAGE 125, RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. 5. ORIGIN OF ELEVATIONS ARE BASED ON FIRM MARK RM 27 ELEVATION 7.48' NGVD, CONVERTED TO NAVD 88. 6. PARCEL APPEARS TO UE WTHIN THE AE (EL=11') AND AE (EL=12') FLOOD ZONES PER FIRM MAP 25001 PANEL 88 OF 875, LAST REVISED JULY 16, 2014 AS SHOWN ON THE FEMA WEBSITE. 7. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM AN ON THE GROUND SURVEY CONDUCTED IN DECEMBER, 2015 AND JANUARY 2016, AND FROM PLANS ON RECORD AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. 8. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS,OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 9. NONE OF THE PROPOSED WORK ARE LOCATED WITHIN A NHESP BOUNDARY AND THEREFORE WILL NOT BE SUBJECT TO MESA REVIEW. ND. MTE REN90N B/ PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION w SC -73 SME AS SHOWN 4/17/16 MARIO MONTANILE & LISA BARTON 2 SWORDFISH DRIVE YARMOUTH MA. onNn MCB °' EG Dadmm W. KELP LANE.DWG SHOREFRONT CONSULTING-'� 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM IF -1 sus