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Home My WebLink About83-2059 - Bulkhead ReconstructionMAP 25 PARCEL 19 #7 MAP 25, PARCEL 19 N JJOHN F_ III * CATHERINE M. MCNAMAI 75 MOORLAND ROAD SCITUATE, MA 02066 --7- KELP LANE (PUBLIC - 40' WIDE) ICB/DH 68.9' (HELD) / /~ 2� 0 oo #3 C"i0 o / SHOWER o MAP 25, PARCEL 18 / MCGRADY TR THE PAUL132 HMu,S DVIU 2007 a ./ BRAINTREE, MA 02184 DECK OVHG L „ 0 / FLOOD _-- --� PARKERS J RI VER I EBB (TIDAL) REFER TO ADJACENT PLAN FOR CONTINUED GRADING (2) Y X 8" P.T. CAP; W/ Jl" GALV. BOLTS ff'(TYP) r GALV. LAG BOLTS S O.C. (TYP) (ALTERNATE ITH CAP THRU-BOLTS (TYP) (2) 3" X 6- P.T. CAP SUPPORTS; W/ T GALV. BOLTS ® 3' O.C. (TYP) OREGUARD SG 625 ETING (TYP) ULKHEAD 0 SE83-116 w DEP LIC #2537 o AQ EYING 70't TIMBER JLKHEAD; RECONSTRUCT IN NME FOOTPRINT (SEE DETAILS) PROPOSED 12' RETURNS (TYP., BELOW GRADE) I SITE PLAN (PROPOSED 110 q 10 20 40 SCALE: 1"=20' N S u8 0 FI x'10"E o 11 zoo 0)I L U� <� Q °' ' o I 6.5 00 CN ; \ZW 0 t z _ manor ,a. SC -72 N., i a EPLgCE :: \ Mme\ PROPOSED SHOREGUARD \ / llP 3SE-2 x'10"E o BULKHEAD CAP DETAIL ARTIFICAL TOP OF COASTAL BANK ��Q�4\L� LSCSF LAND UNDER OCEAN —� SCALE: 1"=2' DOS71NG BULKHEAD (TO BE REPLACED PROPOSED CRADE EL 6.5%\'I PROPOSED NEw MNYL BULKHEAD (APPROX. 46t CU. YDS.) T.O.W. = 7.0' NAVD88 (SEE DETAIL) _ ,EXISTING GRADE -14 zll 0 0 or H: 1"=1' iO o N p SECTION ASECTION A-ALELEVATION) 5 Q 5 10 20 SCALE: 1"=10' CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. E 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD IN THE SAME FOOTPRINT OF THE FAILING TIMBER BULKHEAD AND INCREASING THE HIEGHT BY 1.5 FEET TO ELEVATION 7' NAVD88. THE NEW BULKHEAD SHALL HAVE jq 12 TOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING SHALL BE TEMPORARILY REMOVED I AND REPLACED. APPROXIMATELY 46 t CUBIC YARDS OF CLEAN FILL SHALL BE BROUGHT ON SITE TO FILL THE AREA EHIND THE NEW WALL TO ELEVATION 6.5' NAVD88. THE NEW RETURNS SHALL BE CONSTRUCTED AT A LOWER HEIGHT THAN THE NEW WALL SO THAT THEY ARE HIDDEN BELOW THE PROPOSED GRADE. THE EXISTING SHED SHALL BE REPLACED AND INCLUDE A GENERATOR PAD. THE EXISTING PILES CAN REMAIN TO PROVIDE FALSE WORK FOR THE NEW SHEETING. 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. 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 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. 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 W 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. w 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. v 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 I SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE _Q U COATING TO PREVENT CORROSION. G m 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. Q a 2't 1 C 11 zoo U� <� Q W Z OCU�\I MCB ' \ZW 0 l acy manor ,a. SC -72 AS SHOWN \, BACK WALE MCB Mme\ PROPOSED SHOREGUARD \ / C- a s„eEn BULKHEAD CAP DETAIL ARTIFICAL TOP OF COASTAL BANK ��Q�4\L� LSCSF LAND UNDER OCEAN —� SCALE: 1"=2' DOS71NG BULKHEAD (TO BE REPLACED PROPOSED CRADE EL 6.5%\'I PROPOSED NEw MNYL BULKHEAD (APPROX. 46t CU. YDS.) T.O.W. = 7.0' NAVD88 (SEE DETAIL) _ ,EXISTING GRADE -14 zll 0 0 or H: 1"=1' iO o N p SECTION ASECTION A-ALELEVATION) 5 Q 5 10 20 SCALE: 1"=10' CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. E 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD IN THE SAME FOOTPRINT OF THE FAILING TIMBER BULKHEAD AND INCREASING THE HIEGHT BY 1.5 FEET TO ELEVATION 7' NAVD88. THE NEW BULKHEAD SHALL HAVE jq 12 TOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING SHALL BE TEMPORARILY REMOVED I AND REPLACED. APPROXIMATELY 46 t CUBIC YARDS OF CLEAN FILL SHALL BE BROUGHT ON SITE TO FILL THE AREA EHIND THE NEW WALL TO ELEVATION 6.5' NAVD88. THE NEW RETURNS SHALL BE CONSTRUCTED AT A LOWER HEIGHT THAN THE NEW WALL SO THAT THEY ARE HIDDEN BELOW THE PROPOSED GRADE. THE EXISTING SHED SHALL BE REPLACED AND INCLUDE A GENERATOR PAD. THE EXISTING PILES CAN REMAIN TO PROVIDE FALSE WORK FOR THE NEW SHEETING. 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. 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 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. 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 W 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. w 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. v 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 I SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE _Q U COATING TO PREVENT CORROSION. G m 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. Q a 2't 1 C \ 16' ON MIVil- 16' LONG MIN. PROPOSED �" THRU-BOLTS; The Order of Conditions 2 O.C. �) PROPOSED CHANCE HELICAL requires a 2ft stone buffer I ANCHORS; 6' SPACING, (TTI I along the bulkhead �6' MAX (USE EXISTING DEADMAN PREFERRED)— -{ BULKHEAD PLAN VIEW DETAIL �Q 1�4 SCALE: 1"=2' TOP OF WALL, EL. 7' NAVD88. PROPOSED TIMBER CAP; MAXIMUM UNBALANCED FILL = 11 FEET TO MUDLINE. SEE DETAIL (AW -1075 FILL AND GRADE TO WITHIN 6" OF T.O.W. ALUMINUM CAP OPTIONAL) 20' MINIMUM EMBEDMENT PROPOSED CONT. SHALL DEVELOP 18K MIN. GREENHEART 8" X 8" 0 LO 0 PROPOSED 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 Vr 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 BULKHEAD ELEVATION DETAIL ANCHOR WALE (UC -6 STR COMPOSITE WALE OPTIONAL) —1" DOCK WASHERS 1"0 THREADED ROD ADAPTER � I � EXISTING GRADE�'�'-- \ PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 16 FEET LONG (MIN). TT_6 SCALE: 1"=5' LOW LOCO m KEY MAP 1" = 800' 5� LEGEND x FI. '� -"-�� MEAN HIGH WATER GLEM m i� 3 �� 1 Artl ulw MEAN LOW WATER v8 1 —2— ELEVATION CONTOUR } 6.5 PROPOSED GRADE NOT FOR STRUCTURAL �- y PROPERTY LINE SURVEY NOTES: RECORD OWNER: MCGRADY PAUL F TR THE PAUL F MCGRADY TR OF 200 32 HOWS AVE BRAINTREE, MA. 02184 DEED BOOK 22173 PG. 322 PLAN BOOK 181 PG. 125 PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 18, AND ,'PEARS TO UE WITHIN THE RESIDENTIAL 25 DISTRICT PER THE TOWN OF 'ARMOUTH ZONING MAP. PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND SURVEY CONDUCTED DECEMBER 2015, LINES OF OCCUPATION, AND FOUND IONUMENTATION. ORIGIN OF BEARINGS IS PLAN BOOK 181 PAGE 125, RECORDED AT HE BARNSTABLE COUNTY REGISTRY OF DEEDS. ORIGIN OF ELEVATIONS ARE BASED ON FIRM MARK RM 27 ELEVATION '.48' NGVD, CONVERTED TO NAVD 88. PARCEL APPEARS TO UE WITHIN THE AE (EL=11') AND AE (EL=12') LOOD ZONES PER FIRM MAP 25001 PANEL 88 OF 875, LAST REVISED ULY 16, 2014 AS SHOWN ON THE FEMA WEBSITE. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM AN ON HE GROUND SURVEY CONDUCTED IN DECEMBER, 2015 AND JANUARY 016, AND FROM PLANS ON RECORD AT THE BARNSTABLE COUNTY EGISTRY OF DEEDS. . SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH OR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE OVENANTS,OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN CCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. . NONE OF THE PROPOSED WORK ARE LOCATED WITHIN A NHESP OUNDARY AND THEREFORE WILL NOT BE SUBJECT TO MESA REVIEW. 8" X 8" OR UC -6 GREENHEART ANCHOR WALE STR COMPOSITE WALE (OPTIONAL) MCB ' ra. a,E �v,swn n s{m m� PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION manor ,a. SC -72 AS SHOWN 2" X 6" BACK WALE MCB \ PROPOSED SHOREGUARD \ / \ 16' ON MIVil- 16' LONG MIN. PROPOSED �" THRU-BOLTS; The Order of Conditions 2 O.C. �) PROPOSED CHANCE HELICAL requires a 2ft stone buffer I ANCHORS; 6' SPACING, (TTI I along the bulkhead �6' MAX (USE EXISTING DEADMAN PREFERRED)— -{ BULKHEAD PLAN VIEW DETAIL �Q 1�4 SCALE: 1"=2' TOP OF WALL, EL. 7' NAVD88. PROPOSED TIMBER CAP; MAXIMUM UNBALANCED FILL = 11 FEET TO MUDLINE. SEE DETAIL (AW -1075 FILL AND GRADE TO WITHIN 6" OF T.O.W. ALUMINUM CAP OPTIONAL) 20' MINIMUM EMBEDMENT PROPOSED CONT. SHALL DEVELOP 18K MIN. GREENHEART 8" X 8" 0 LO 0 PROPOSED 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 Vr 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 BULKHEAD ELEVATION DETAIL ANCHOR WALE (UC -6 STR COMPOSITE WALE OPTIONAL) —1" DOCK WASHERS 1"0 THREADED ROD ADAPTER � I � EXISTING GRADE�'�'-- \ PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 16 FEET LONG (MIN). TT_6 SCALE: 1"=5' LOW LOCO m KEY MAP 1" = 800' 5� LEGEND x FI. '� -"-�� MEAN HIGH WATER GLEM m i� 3 �� 1 Artl ulw MEAN LOW WATER v8 1 —2— ELEVATION CONTOUR } 6.5 PROPOSED GRADE NOT FOR STRUCTURAL �- y PROPERTY LINE SURVEY NOTES: RECORD OWNER: MCGRADY PAUL F TR THE PAUL F MCGRADY TR OF 200 32 HOWS AVE BRAINTREE, MA. 02184 DEED BOOK 22173 PG. 322 PLAN BOOK 181 PG. 125 PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 18, AND ,'PEARS TO UE WITHIN THE RESIDENTIAL 25 DISTRICT PER THE TOWN OF 'ARMOUTH ZONING MAP. PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND SURVEY CONDUCTED DECEMBER 2015, LINES OF OCCUPATION, AND FOUND IONUMENTATION. ORIGIN OF BEARINGS IS PLAN BOOK 181 PAGE 125, RECORDED AT HE BARNSTABLE COUNTY REGISTRY OF DEEDS. ORIGIN OF ELEVATIONS ARE BASED ON FIRM MARK RM 27 ELEVATION '.48' NGVD, CONVERTED TO NAVD 88. PARCEL APPEARS TO UE WITHIN THE AE (EL=11') AND AE (EL=12') LOOD ZONES PER FIRM MAP 25001 PANEL 88 OF 875, LAST REVISED ULY 16, 2014 AS SHOWN ON THE FEMA WEBSITE. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM AN ON HE GROUND SURVEY CONDUCTED IN DECEMBER, 2015 AND JANUARY 016, AND FROM PLANS ON RECORD AT THE BARNSTABLE COUNTY EGISTRY OF DEEDS. . SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH OR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE OVENANTS,OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN CCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. . NONE OF THE PROPOSED WORK ARE LOCATED WITHIN A NHESP OUNDARY AND THEREFORE WILL NOT BE SUBJECT TO MESA REVIEW. Z0S� 1 4/3/16 REVISED TO RECONSTRUCT IN SAME FOOTPRINT MCB ' ra. a,E �v,swn n s{m m� PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION manor ,a. SC -72 AS SHOWN a,E 4/17/16 PAUL MCGRADY 3 KELP LANE YARMOUTH, MA. MCB By EG DRWM da KELP LANE.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM C- a s„eEn Z0S�