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Home My WebLink About83-2059 - Bulkhead Reconstruction - Oldr- -i'----- 5 KELP LANE '(PUBLIC - 40' WIDE) --- N8 :'39'1 "W MAP 25 TCB/DH /68.9 ' PARCEL 19 (HELD) / / 2� O�I-L: w N/� Y T #7 /� o MAP 25, PARCEL 19 N JOHN F III & I o CATHERINE M. MNAMARA I o o / #3 75 MOORLAND ROAD 1 a / SHOWER SCITUATE, MA 02066 d- MAP 25 PARC EL 0 / PAUL F. MCGRADY 1TR THE PAUL F. 132 MCGRADY TR OF 2007 0- BRAINTREE. S AVENUE Q / MA 02184 U O z: DECKOVHG J ':..: - 0. c SED - Fl ,, LL ' ` ...,PR_'"PROP ::.. fr_, .��SED FlLL .:�-•�_ tK �7DIAM' FLOODEBB REFER TO FOR CONTINUED GRADING / (2) 3" X 8" P.T. CAP; / W/ J¢" GALV. BOLTS t'(TYP) , GALV. LAG BOLTS 3. O.C. (TYP) (ALTERNATE ITH CAP THRU-BOLTS (TYP) (2) 3" X 6" P.T. CAP SUPPORTS; W/ Y2" GALV. BOLTS 0 3' O.C. (TYP) OREGUARD SG 625 EETING (TYP) BULKHEAD CAP DETAIL 5 4 1 4 Immmlommimmmimi SCALE: 1"=2' /BULKHEAD 0 SE83-116 DEP LIC #2537 0 QA PROPOSED 70'1 VINYL BULKHEAD, SEE DETAIL N •3,x'10"E� j CC,� LJ Ot/'2 �x dmcr �\ Z wo \I LL�Lj u:r PROPOSED 12' RETURNS (TYP., BELOW GRADE) I ns I Z SITE PLAN LROPOSED 10 5 0 10 20 40 SCALE: 1 "=20' ARTIFICAL TOP OF COASTAL BAN LSCSF LAND UNDER OCEAN EXISTING BULKHEAD (TO REMAIN) EXISTING PILES (TO REMAIN) PROPOSED GRADE EL "'PROPOSED \ ED NEW VINYL BULKHEAD (APPRO(APPROX.46f W . YDS.) T.O.W.TO.W. = 7.0' NAVD88 (SEE DETAIL) iEXISTING GRADE CONSTRUCTION NOTES: H 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR NOT FOR STRUCTURAL ADDITIONAL ELEVATION INFORMATION AS NEEDED. W E I E 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD DIRECTLY IN FRONT OF THE 7 FAILING TIMBER BULKHEAD AND INCREASING THE HIEGHT BY 1.5 FEET TO ELEVA71N 7' NAVD88. S -)3 THE NEW BULKHEAD SHALL HAVE 12 -FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING SURVEY NOTES: LANDINGTIMBER TEMPORARILY REMOVED APPROXIMATELY 6CUBIC YARDS O d SHALL BE BROUGHT ON SITE TO FILL THEA AR BEHIND THE NEW WALL TOELEVATION6 5'NAVD88.THENEW RETURNS 1. RECORD OWNER: SHALL BE CONSTRUCTED AT A LOWER HEIGHT THAN THE NEW WALL SO THAT THEY ARE HIDDEN BELOW THE PROPOSED (P GRADE. THE EXISTING SHED SHALL BE REPLACED AND INCLUDE A GENERATOR PAD. MCGRADY PAUL F TR 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S 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 IPROPOSED SHOREGUARD �I 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 IOCU AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF S J 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 16 -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. YARMOUTH, MA 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. w 8. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS. VAOF (� 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH z`a � o EDWIN Q CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. r G F S 10. ANY TIMBER USED IN THE WATER SHALL NOT BE CCA PRESSURE TREATED. ALL HARDWARE SHALL BE GALVANIZED OR - 0 STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. o 11. ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY. sSlONAL E .It 12. THE EXISTING ANCHORS SHALL BE INSPECTED, PULL TESTED, EVALUATED AND RE -USED WHERE POSSIBLE. NEW TIE ROD KEY MAP 1" = 800' i r-rrmn �_ MEAN HIGH WATER A1Lw MEAN LOW WATER -2- ELEVATION CONTOUR 6.5 PROPOSED GRADE 11 SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE NOT FOR STRUCTURAL Q I COATING TO PREVENT CORROSION. PROPERTY LINE 21 z m 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING. INCORPORATED. SURVEY NOTES: z d 2't 1. RECORD OWNER: Q «WECKMW EG MCGRADY PAUL F TR \ ' nrvn �nttunu, / - 16 16' LONG MIN. PROPOSED Y4' THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYI I 6' MAX (USE EXISTING DEADMAN PREFERRED) �{ BULKHEAD PLAN VIEW DETAIL ��1 2 4 SCALE: 1"-2' TOP OF WALL, EL 7' NAVD88. MAXIMUM UNBALANCED FILL = 11 FEET TO MUDLINE. FILL AND GRADE TO WITHIN 6' OF T.O.W. 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. PROPOSED GRADE PROPOSED CONT. P.T. 2" X 6" BACK WALE EXCAVATE TO -6 -6 FACILITATE _ INSTALLATION OF TIE BACK _14 _14 NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 Vr X 5' WITH 8" & 10" FLIGHTS II o N N O LO 0 6'-0" O.C. MINIMUM ANCHOR PENETRATION 0 r^ o o SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM ANCHOR FORCE PER ANCHOR H: 1"=1' SECTION A -A LLEVATION) 20 BULKHEAD ELEVA TION DETAIL SCALE: 1"=10' 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 1"0 THREADED ROD ADAPTER EXISTING GRADE' --- \ PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 16 FEET LONG (MIN). 25 Q 2.5 10 SCALE: 1"=5' THE PAUL F MCGRADY TR OF 2007 132 HOWS AVE BRAINTREE, MA. 02184 DEED BOOK 22173 PG. 322 PLAN BOOK 181 PG. 125 2. PROPERTY IS SHOWN N ASSESSORS MAP 25, PARCEL 18, 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 ON 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 N 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. a W. MTE IRN90N BY A111FAINNAliffAlt PRDNM SC -72 M" AS SHOWN om 4/17/16 Paaiocr PAUL MC RADY 3 KELP LANE /ARMOUTH.MA. o w MCB «WECKMW EG DPAWM Bo. KELP LANEDWG LTING SHOREFRO T C/MA.26,39 2 0 CENTE DEANISPORT, (508) 28WWW.SHOREFRONT.COM �_'� a sus IPROPOSED SHOREGUARD �I \ ' nrvn �nttunu, / - 16 16' LONG MIN. PROPOSED Y4' THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYI I 6' MAX (USE EXISTING DEADMAN PREFERRED) �{ BULKHEAD PLAN VIEW DETAIL ��1 2 4 SCALE: 1"-2' TOP OF WALL, EL 7' NAVD88. MAXIMUM UNBALANCED FILL = 11 FEET TO MUDLINE. FILL AND GRADE TO WITHIN 6' OF T.O.W. 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. PROPOSED GRADE PROPOSED CONT. P.T. 2" X 6" BACK WALE EXCAVATE TO -6 -6 FACILITATE _ INSTALLATION OF TIE BACK _14 _14 NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 Vr X 5' WITH 8" & 10" FLIGHTS II o N N O LO 0 6'-0" O.C. MINIMUM ANCHOR PENETRATION 0 r^ o o SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM ANCHOR FORCE PER ANCHOR H: 1"=1' SECTION A -A LLEVATION) 20 BULKHEAD ELEVA TION DETAIL SCALE: 1"=10' 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 1"0 THREADED ROD ADAPTER EXISTING GRADE' --- \ PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 16 FEET LONG (MIN). 25 Q 2.5 10 SCALE: 1"=5' THE PAUL F MCGRADY TR OF 2007 132 HOWS AVE BRAINTREE, MA. 02184 DEED BOOK 22173 PG. 322 PLAN BOOK 181 PG. 125 2. PROPERTY IS SHOWN N ASSESSORS MAP 25, PARCEL 18, 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 ON 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 N 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. a W. MTE IRN90N BY PLAN SHOWING PR OSED' BULKHEAD RECON RUCTIO PRDNM SC -72 M" AS SHOWN om 4/17/16 Paaiocr PAUL MC RADY 3 KELP LANE /ARMOUTH.MA. o w MCB «WECKMW EG DPAWM Bo. KELP LANEDWG LTING SHOREFRO T C/MA.26,39 2 0 CENTE DEANISPORT, (508) 28WWW.SHOREFRONT.COM �_'� a sus