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Home My WebLink About83-2060 - Bulkhead ReconstructionMAP 25, PARCEL 15 N/F LINDA M. & FAISAL I. ALJ 47 ANTHONY RD DALTON, MA 01226 MAP 25 PARCEL 15 SWORDFISH DRIVE (PUBLIC - 40' WIDE) SITE PLAN (PROPOSED ) 10 q 10 20 40 SCALE: 1"=20' ARTIFICAL TOP OF COASTAL BANK LSCSF - -\1 LAND UNDER OCEAN EXISTING BULKHEAD (TO REMAIN; EXISTING PILES (TO REMAIN) CUT OFF TOP APPROX. 1') PROPOSED NEW NNYL BLIJ(HEAD T.O.W. = 7.0' NAVD88 (SEE DETAIL) $ EXISTING GRADE \ / - _-14 t- 0 II N r- o � H: 1"=l' _W z (2) 3" X 8" P.T. CAP; W/ 3r GALV. BOLTS 0 3' O.C. (TYP) J¢" GALV. LAG BOLTS 03 O.C. (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) (2) 3" X 6" P.T. CAP SUPPORTS; W/ Ji GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD SG 625 SHEETING (TYP) BULKHEAD CAP DETAIL 5 Q 1 2r 4 SCALE: 1"=2' L0 0 0 M 0 (SECTION A -A (ELEVATION) 15 Q 5 10 20 rn l r. 1"_111 CONS I U I LUN NU I t5: 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR W E ADDITIONAL ELEVATION INFORMATION AS NEEDED. 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 WORKING SWORKING T IN BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS PROPERTY OR THE OF LOW TIDE USE. 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 MALL 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 AN NOT BE REACHED, SHOREFRONT CONSULTING LT(SHALL BECONT 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. LL HARDWARE 10. ANY TIMBER GALVANIZED OR USED SS IN THE STEEL, UNLESS OTHERWISE APPROVED BYTREATED.TER SHALL NOT BE CCA PRESSURE AALL BE OWNER SHOREFRONT STAINLESS 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 SIBLE NEW TIE ROD SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND LOCO YARMOUTH, MA NOT FOR STRUCTURAL POS WRAPPED OR COVERED WITH A PROTECTIVE COATING TO PREVENT CORROSION. SURVEY NOTES' REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. Z 13. 1. RECORD OWNER: R 2't MONTANILE MARIO M. SC-73 SHOWN BARTON LISA / PROPOSED SHORE ARD 11 ROMANS ROAD sols WINDHAM, NH. 03087 DEED BOOK 13019 PG. 295 PLAN BOOK 181 PG. 125 / �/ X11\IL ,,. 15' 15' LONG MIN. N4 PROPOSED " THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL \ ANCHORS; 6' SPACING, (T)I 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL 4 SCALE: 1"=2' TOP OF WALL, EL. 7' NAVD88. MAXIMUM UNBALANCED FILL= 10 FEET TO MUDUNE. 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 STR COMPOSITE WALE OPTIONAL) -1" DOCK WASHERS FACILEXCAVATE TO 1"0 THREADED INSTALLATION NSTA TATE ROD ADAPTER OF TIE BACK EXISTING GRADE \NEW 1 1/2'4 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1V X 5' WITH 8" & 10" FLIGHTS 0 6'-0" O.C. MINIMUM ANCHOR PENETRATIONPROPOSED SHOREGUARD SHALL BE 20, AND DEVELOP 18 KIPS MINIMUM SG 625 VINYL SHEETING, ANCHOR FORCE PER ANCHOR 15 FEET LONG MIN. BULKHEAD ELEVATION DETAIL 2- SCALE: 1"=5' -o Z � R BULKHEAD RECONSTRUCTION17/16 ME PLAN SHOWING PROPOSEDM-11"OF SC-73 SHOWN PRO= MARIO MONTANILE & LISA BAREG 2 SWORDFISH DRIVE YARMOUE.DWG MCB PROPOSED SHORE ARD �/ X11\IL ,,. 15' 15' LONG MIN. N4 PROPOSED " THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL \ ANCHORS; 6' SPACING, (T)I 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL 4 SCALE: 1"=2' TOP OF WALL, EL. 7' NAVD88. MAXIMUM UNBALANCED FILL= 10 FEET TO MUDUNE. 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 STR COMPOSITE WALE OPTIONAL) -1" DOCK WASHERS FACILEXCAVATE TO 1"0 THREADED INSTALLATION NSTA TATE ROD ADAPTER OF TIE BACK EXISTING GRADE \NEW 1 1/2'4 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1V X 5' WITH 8" & 10" FLIGHTS 0 6'-0" O.C. MINIMUM ANCHOR PENETRATIONPROPOSED SHOREGUARD SHALL BE 20, AND DEVELOP 18 KIPS MINIMUM SG 625 VINYL SHEETING, ANCHOR FORCE PER ANCHOR 15 FEET LONG MIN. BULKHEAD ELEVATION DETAIL 2- SCALE: 1"=5' -o Z � 0—s E KEY MAP 1" = 800' LEGEND MHW MEAN HIGH WATER MLw MEAN LOW WATER -- 2— ELEVATION CONTOUR PROPERTY UNE 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 PLN 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. 8. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS,OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT N ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 9. NONE OF THE PROPOSED WORK ARE LOCATED WITHIN A NHESP BOUNDARY AND THEREFORE HALL NOT BE SUBJECT TO MESA REVIEW. BULKHEAD RECONSTRUCTION17/16 ME PLAN SHOWING PROPOSEDM-11"OF SC-73 SHOWN PRO= MARIO MONTANILE & LISA BAREG 2 SWORDFISH DRIVE YARMOUE.DWG MCB SHOREFRONT CONSULTIN'� 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM sols