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Home My WebLink About83-2058 - Bulkhead Reconstruction002CONSTRUCTION NOTES: N 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION ROPOSED 12' RETURNS N INFORMATION AS NEEDED. W E (TYP., BELOW GRADE) 1 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD IN THE SAME FOOTPRINT OF 3 0 0 N0 0 � o THE FAILING TIMBER BULKHEAD, AND RAISE THE HEIGHT TO 7' NAVD88, THE NEW BULKHEAD SHALL i EX. BULKHEAD / Wi �J� s SE83-318 E HAVE 12 -FOOT RETURNS OR AS APPROVED BY APPLICANT. APPROXIMATELY SO:, CUBIC YARDS OF CLEAN EXISTING 100'± TIMBER FILL SHALL BE BROUGHT ON SITE TO FILL THE AREA BEHIND THE NEW WALL TO ELEVATION 6.5' NAVD88. THE BULKHEAD; RECONSTRUCT IN DEQE LIC #813 / EXISTING TIMBER LANDING SHALL BE TEMPORARILY REMOVED AND REPLACED. THE EXISTING PILES CAN REMAIN TO PROVIDE FALSE WORK FOR THE NEW SHEETING. -SAME FOOTPRINT (SEE DETAILS), OA ", _ _- 4 _ _ _ _ S 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANTS 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. PROPOSED __LANDSCAPE w y.`•i-P� .. ..Y:^<'.:�il.�,., :f'fj%,1 .`n $::its. •-A''":' _troy: Ld 'OVHG `3,�. %,:, ate"`° :k• S _ r� I MAP 25, PARCEL 15� SHOWER / LINDA M. do FAISAL I. ALI 47 RD DALTON, MAN 01226 Y J #8 s / WALK } 3 off/ _Uj D -- 100.00' S85'39'101 -- SWORDFISH DRIVE - (PUBLIC - 40' WIDE) SITE PLAN (PROPOSED) 10 � Q 10 20 40 SCALE: 1"=20' F Conditions t stone buffer Ikhead ARTIFICAL TOP OF COASTAL BANK LSCSF LAND UNDER OCEAN LKHEAD (TO BE REMOVED) )OSED GRADE EL 6.5' /PROPOSED NEW VINYL BULKHEAD ! 'ROX. 501 CU. YDS.) \ T.O.W. = 7.0' NAVD88 (SEE DETAIL) 0 w ui2 0 0 0 0 8 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. \ S. 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 ` T C EED N MAP 25 PARCEL 16 m CON A TED BEFORE PROC I G. N MARIO M. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL MONTANILE 8" X 8 OR UC -6 WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT USA BARTON SHM vu PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION FROM THE SITE. 11 ROMANS ROAD MTE 4/17/16 I�1 WINDHAM, NH 03087 8. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM 2' X 6' CONTOURS AND CONDITIONS. 1 ¢'2 r \ 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 fv9AP 25 ROD SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PARCEL 16 PROTECTIVE COATING TO PREVENT CORROSION. ■ 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. 2'± (2) 3' X 8' P.T. CAP; W/ J2' GALV. BOLTS 0 3' O.C. (TYP) )¢' GALV. LAG BOLTS ® 3' O.C. (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 5��1�4 SCALE: 1"=2' LO 0 N ^ 117 O N O SECTION A -A LELEVATIONN 5Q § 10 20 SCALE: 1'=10' m � Z MHN^ MEAN HIGH WATER Z � 1 4/3/16 REVISED TO RECONSTRUCT IN SAME FOOTPRINT 8" X 8 OR UC -6 =��:IIB�I[3�.F@PI}�l1Y�l:iNlla>•1 ANCHOR WALE WALE (OPTIONAL) SHM vu PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION raa= M SC -74 �N MTE 4/17/16 I�1 -7-0 r M�vlA':�.iLI1•ZMi T Iif:31761:iKX�]l WAWM as KELP LANE.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM 2' X 6' BACK WALE \ PROPOSED SHOREGUARD \ ■ LO 0 N ^ 117 O N O SECTION A -A LELEVATIONN 5Q § 10 20 SCALE: 1'=10' \ ' LONG MINN.. 15 15' PROPOSED Y4' THRU-BOLTS; 2' O.C. (TIP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (T)l I 6' MAX. (USE EXISTING DEADMAN PREFERRED) - .{ BULKHEAD PLAN VIEW DETAIL �� R��4 SCALE: 1"=2' TOP OF WALL, EL 7' NAVD88. MAXIMUM UNBALANCED FILL = 10 FEET TO MUDUNE. FILL AND GRADE TO WITHIN 6" OF T.O.W. 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. PROPOSED GRADE PROPOSED CONT. P: 2" X 6' BACK WALE EXCAVATE TO FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2'0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 Vf X 5' WITH 8" do 10' FLIGHTS 0 6'-0" O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM ANCHOR FORCE PER ANCHOR PROPOSED TIMBER CAP; SEE DETAIL (AW -1075 ALUMINUM CAP OPTIONAL) PROPOSED CONT. GREENHEART W X 8" ANCHOR WALE (UC -6 STIR COMPOSITE WALE OPTIONAL) 1" DOCK WASHERS 1"4 THREADED ROD ADAPTER EXISTING GRADE-'- \ PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 15 FEET LONG (MIN). BULKHEAD ELEVATION DETAIL 25 q ?5 10 SCALE: 1"=5* 7 �z LOCU YARMOUTH, MA r.. m � Z MHN^ MEAN HIGH WATER Z � 1 4/3/16 REVISED TO RECONSTRUCT IN SAME FOOTPRINT 8" X 8 OR UC -6 GREENHEART STR COMPOSITE ANCHOR WALE WALE (OPTIONAL) SHM vu PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION raa= M SC -74 �N MTE 4/17/16 I�1 -7-0 r "� W EG WAWM as KELP LANE.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM 2' X 6' BACK WALE \ PROPOSED SHOREGUARD \ \ ' LONG MINN.. 15 15' PROPOSED Y4' THRU-BOLTS; 2' O.C. (TIP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (T)l I 6' MAX. (USE EXISTING DEADMAN PREFERRED) - .{ BULKHEAD PLAN VIEW DETAIL �� R��4 SCALE: 1"=2' TOP OF WALL, EL 7' NAVD88. MAXIMUM UNBALANCED FILL = 10 FEET TO MUDUNE. FILL AND GRADE TO WITHIN 6" OF T.O.W. 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. PROPOSED GRADE PROPOSED CONT. P: 2" X 6' BACK WALE EXCAVATE TO FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2'0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 Vf X 5' WITH 8" do 10' FLIGHTS 0 6'-0" O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM ANCHOR FORCE PER ANCHOR PROPOSED TIMBER CAP; SEE DETAIL (AW -1075 ALUMINUM CAP OPTIONAL) PROPOSED CONT. GREENHEART W X 8" ANCHOR WALE (UC -6 STIR COMPOSITE WALE OPTIONAL) 1" DOCK WASHERS 1"4 THREADED ROD ADAPTER EXISTING GRADE-'- \ PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 15 FEET LONG (MIN). BULKHEAD ELEVATION DETAIL 25 q ?5 10 SCALE: 1"=5* 7 �z LOCU YARMOUTH, MA r.. R KEY MAP 1" = 800' NDF m � Z MHN^ MEAN HIGH WATER Z � 1 4/3/16 REVISED TO RECONSTRUCT IN SAME FOOTPRINT MCB � m SHM vu PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION raa= M SC -74 �N MTE 4/17/16 I�1 -7-0 r R KEY MAP 1" = 800' NDF LEGEND H. MHN^ MEAN HIGH WATER �mmagmv MLw MEAN LOW WATER 1 4/3/16 REVISED TO RECONSTRUCT IN SAME FOOTPRINT MCB 4D�es1o�'°.r. lIURVi� �1. -2-- ELEVATION CONTOUR SHM vu PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION raa= M SC -74 PROPERTY LINE NOT FOR STRUCTURAL SURVEY NOTES:k' 1. RECORD OWNER: ALI LINDA M. AU FAISAL 1. 47 ANTHONY ROAD _ DALTON, MA. 01226 DEED BOOK 13394 PG. PLAN BOOK 181 PG. 125 2. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 15, AND APPEARS TO LIE 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. S. 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 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. '20s$ 1 4/3/16 REVISED TO RECONSTRUCT IN SAME FOOTPRINT MCB N& orate action er SHM vu PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION raa= M SC -74 MT" AS SHOWN MTE 4/17/16 mer FAISAL & LINDA ALI 8 SWORDFISH DRIVE YARMOUTH, MA o ur MCB "� W EG WAWM as KELP LANE.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM C- or 1 mm '20s$