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Home My WebLink About83-2060 - Bulkhead Reconstruction003PARKERSlY FLOOD RIVER (TIDAL) W E Ess � MAP 25, PARCEL 15 LINDA M. & AISAL I. AU 47 ANTHONY RD DALTON, MA 01226,r MAP 25 PARCEL 15 SWORDFISH DRIVE (PUBLIC - 40' WIDE) SITE PLAN (PROPOSED) 10 5 q 10 20410 SCALE: 1"=20' The Order of Conditions requires a 2ft stone buffer along the bulkhead ARTIFICAL TOP OF COASTAL BANK LSC LAND LAND UNDER OCEAN EXISTING BULKHEAD (TO BE REPLACED) PROPOSED NEW VINYL BULKHEAD T.O.W. = 7.0' NAVD88 (SEE DETAIL) EXISTING GRADE -14 f r 0 "II 0 N or H: 1"=1' C) (2) 3" X 8" P.T. CAP; W/ )z GALV. BOLTS 0 3' O.C. (TYP) 7¢" GALV. LAG BOLTS 0 3' O.C. (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) (2) 3" X 6" P.T. CAP SUPPORTS; W/ X!" GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD SG 625 SHEETING (TYP) BULKHEAD CAP DETAIL y5 Q 1 2 4 SCALE: 1"=2' N L0 0 o SECTION A -A (ELEVATION) Q 10 20 SCALE: 1"=10' CONSTRUCTION NOTES: N 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. W E 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD IN THE SAME FOOTPRINT /� OF THE FAILING TIMBER BULKHEAD AT THE SAME HEIGHT OF 7.0' NAVD88. THE NEW BULKHEAD S /� \ SHALL HAVE 12—FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING 2 & SHALL BE TEMPORARILY REMOVED AND REPLACED. THE EXISTING PILES CAN REMAIN TO PROVIDE FALSE WORK FOR THE NEW SHEETING. 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY AND FROM A WORKING BARGE. EQUIPMENT SHALL BE STORED ON THE APPLICANTS 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 WITH 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. 8. 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 WERE POSSIBLE. NEW 71E ROD SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SEC71ONS AND WRAPPED OR COVERED WITH A PROTECTIVE COATING TO PREVENT CORROSION. S( 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. LOCUS YARMOUTH, MA �tL U1 1*1 Z MCB no. Oa[ r�Nsou Z � SC -73 v � 4/17/16 MARIO MONTANILE & LISA BARTON 2 SWORDFlSH DRIVE YARMOUTH, MA. - m � w. KELP LANE -DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSUL'nNG.COM C-1 OF 1 s m LN rn 'p, JORO m >H OR o LA KEY MAP 1" = 800' NOF LEGEND ,.__Mlfiv MEAN HIGH WATER I � Y eg � .Cis „LEIS ce " 4 R"o v MLW, . , MEAN LOW WATER VRA_ 2— ELEVATION CONTOUR PROPERTY LINE NOT FOR STRUCTURAL � raii NOTES: 1. RECORD OWNER: I2'f MONTANILE MARIO M. BARTON USA FF -_- 8" X 8"A GREENHEART n ANCHOR WALE OR UC -6 STR COMPOSITE WALE (OPTIONAL) X 6'11 BACK WALE PROPOSED SHOREGUARD 625 VINYL SHEETING, 15' LONG MIN. PROPOSED Y4" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYF 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL 5 0 1 2 4 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 EXCAVATE TO FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 IV X 5' WITH 8" & 10" FLIGHTS 0 6'-0" O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM ANCHOR FORCE PER ANCHOR BULKHEAD ELEVATION DETAIL SCALE: 1"=2' 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 1"0 THREADED ROD ADAPTER EXISTING GRADE `I/ \ PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 15 FEET LONG MIN. T25 Q 2,5 1 10 SCALE: 1"=5' 11 ROMANS ROAD WINDHAM, NH. 03087 DEED BOOK 13019 PG. 295 —--------------__-____ PLAN BOOK 181 PG. 125 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 LIE WITHIN 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. B. 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. Zb (00 1 14/3/16 REVISED TO RECONSTRUCT IN SAME FOOTPRINT MCB no. Oa[ r�Nsou er PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION SC -73 AS SHOWN � 4/17/16 MARIO MONTANILE & LISA BARTON 2 SWORDFlSH DRIVE YARMOUTH, MA. DIVM BY MCB 3055 EG � w. KELP LANE -DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSUL'nNG.COM C-1 OF 1 s m Zb (00