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Home My WebLink About83-2059 - Bulkhead Reconstruction002KELP LANE (PUBLIC - 40' WIDE) {� --- N8 '39'1 ,VJ - MAP 25 TCB/DH / 68:9 PARCEL 19 (HELD) / /_ 2� cvR15c #7 & MAP 25, PARCEL 19 � N JOHN F III & c CATHERINE M. MCNAMARA `o o / #3 75 MOORLAND ROAD o SHOWER SCITUATE. MA 02066 a MAP 25 P PAUL F. PARCEL 18 THE PAUL F. MCGRADY TR MCGRADY TR OF 2007 a I 132 HOLLIS AVENUE BRAINTRE0-E, MA 02184 U UI z: Q i 7 DECK __ -- o A . :._4... 1- OVHG PROPOSEDFILL / , - :.:..... .:.. ..: „. P j ROPosEDFILL IN. SHED 'S ;85'3 FLOOD/ ! PARKERS `-\ BULKHEAD 3 + \ CA RIVER DEP LIC P-2537 U AA EBB (TIDAL) EXISTING 70'1 TIMBER I BULKHEAD; RECONSTRUCT IN REFER TO ADJACENT PLAN FOR CONTINUED GRADING SAME FOOTPRINT (SEE DETAILS) � ' PROPOSED 12' RETURNS i (TYP., BELOW GRADE) (2) 3" X 8" P.T. CAP; W/ , GALV. BOLTS SI TE PLAN PROPOSED � 3' O.C. (TYP) )r GALV. LAG BOLTS Ip 5 q 10 20 4C 1 0 3' O.C. (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) SCALE: 1"=20' (2) 3" X 6- P.T. CAP SUPPORTS; W/ )f GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD SG 625 SHEETING (TYP) N BULKHEAD CAP DETAIL CARTIFICAL TOPOASTAL BANK OF 4 ? ? 4 LSCSF LAND UNDER OCEAN - SCALE: 1"=2' EXISTING BULKHEAD (TO BE REPLACED PROPOSED GRADE EL 6.5' PROPOSED NEW VINYL BULKHEAD (APPROX. 46f CU. YDS.) \ I T.O.W. = 7.0' NAVD88 (SEE DETAIL) ,/EXISTING GRADE \1 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 12 -FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING SHALL BE TEMPORARILY REMOVED 1 AND REPLACED. APPROXIMATELY 46 f CUBIC YARDS OF CLEAN FILL SHALL BE BROUGHT ON SITE TO FILL THE AREA BEHIND 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 APPLICANT'S PROPERTY OR THE WORKING BARGE MEN 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. LJ 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 ROD I SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE Q U COATING TO PREVENT CORROSION. z 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. Q 2'f 1 w "n 0) 0 6.5 N 1 4/3/16 REVISED TO RECONSTRUCT -1N SAME -FOOTPRINT-= =:MCBA INL�_Iflt 0 PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION SC -72 s AS SHOWN _ ��!I�S�JL9�./:\�i�2:f:�lY•l:iy�9) puNr+ er MCB EG s _ , .L m BULKHEAD CAP DETAIL CARTIFICAL TOPOASTAL BANK OF 4 ? ? 4 LSCSF LAND UNDER OCEAN - SCALE: 1"=2' EXISTING BULKHEAD (TO BE REPLACED PROPOSED GRADE EL 6.5' PROPOSED NEW VINYL BULKHEAD (APPROX. 46f CU. YDS.) \ I T.O.W. = 7.0' NAVD88 (SEE DETAIL) ,/EXISTING GRADE \1 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 12 -FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING SHALL BE TEMPORARILY REMOVED 1 AND REPLACED. APPROXIMATELY 46 f CUBIC YARDS OF CLEAN FILL SHALL BE BROUGHT ON SITE TO FILL THE AREA BEHIND 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 APPLICANT'S PROPERTY OR THE WORKING BARGE MEN 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. LJ 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 ROD I SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE Q U COATING TO PREVENT CORROSION. z 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. Q 2'f 1 \ JVL VLJ 111\IL JI ILL III\V, / - 16' LONG MIN. PROPOSED -' THRU-BOLTS; 2' O.C. (TYP) The Order of Conditions PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYI requires a 2ft stone buffer I along the bulkhead 6' MAX (USE EXISTING DEADMAN PREFERRED) +{ BULKHEAD PLAN VIEW DETAIL �, 4 ? � 4?�4 SCALE: 1"=2' TOP OF WALL, EL 7' NAVD88. PROPOSED TIMBER CAP; MAXIMUM UNBALANCEDALL = 11 FEET TO MUDUNE. /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. I GREENHEART 8" X 8" 1 4/3/16 REVISED TO RECONSTRUCT -1N SAME -FOOTPRINT-= =:MCBA INL�_Iflt � PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION SC -72 s AS SHOWN _ ��!I�S�JL9�./:\�i�2:f:�lY•l:iy�9) puNr+ er MCB EG owaec e». KELP LANEDWG �I-PROPOSED , .L m \ JVL VLJ 111\IL JI ILL III\V, / - 16' LONG MIN. PROPOSED -' THRU-BOLTS; 2' O.C. (TYP) The Order of Conditions PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYI requires a 2ft stone buffer I along the bulkhead 6' MAX (USE EXISTING DEADMAN PREFERRED) +{ BULKHEAD PLAN VIEW DETAIL �, 4 ? � 4?�4 SCALE: 1"=2' TOP OF WALL, EL 7' NAVD88. PROPOSED TIMBER CAP; MAXIMUM UNBALANCEDALL = 11 FEET TO MUDUNE. /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. I GREENHEART 8" X 8" �1 SII o C o� H: 1"=1' L0 0 o 04 to o 0 SECTION ASECTION A-ALELEVATION� s q 5 10 20 SCALE 1"=10' PROPOSED GRADE PROPOSED CONT. P.T. 2' X 6" BACK WALE EXCAVATE TO FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2'0 CHANCE HEUCAL SCREW ANCHOR TYPE SS5 1Xz' X 5' WITH 8' do 10" FLIGHTS ® 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 100 THREADED ROD ADAPTER / I � EXISTING GRADE�� \ PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 16 FEET LONG (MIN). 2.5 q 2.5 10 in SCALE: 1"=5' 11 r �tL U1 N ti G w G m S Y, tN D LOCUS �� CAP YARMOUTH, MA KEY MAP 1" = 800' LEGEND H. . gym' MEAN HIGH WATER k0. v MLW MEAN LOW WATER 9 1 e w"06 -2- ELEVATION CONTOUR 6.5 PROPOSED GRADE NOT FOR STRUCTURAL �- PROPERTY UNE SURVEY NOTES: RECORD OWNER: MCGRADY PAUL F TR THE PAUL F MCGRADY TR OF 2007 32 HOWS AVE BRAINTREE, MA. 02184 DEED BOOK 22173 PG. 322 PLAN BOOK 181 PG. 125 r. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 18, AND 1PPEARS TO LIE WITHIN THE RESIDENTIAL 25 DISTRICT PER THE TOWN OF 'ARMOUTH ZONING MAP. L PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND SURVEY CONDUCTED DECEMBER 2015, LINES OF OCCUPATION, AND FOUND 10NUMENTATION. I. ORIGIN OF BEARINGS IS PLAN BOOK 181 PAGE 125, RECORDED AT HE BARNSTABLE COUNTY REGISTRY OF DEEDS. L ORIGIN OF ELEVATIONS ARE BASED ON FIRM MARK RM 27 ELEVATION '.48' NGVD, CONVERTED TO NAVD 88. L PARCEL APPEARS TO LIE 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 tEGISTRY OF DEEDS. 1. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH 'OR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE :OVENANTS,OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. ____ I. NONE OF THE PROPOSED WORK ARE LOCATED_,VATHIN A,NHESP_ IOUNDARY AND THEREFORE WILL'NOT BE SUBJECT TO`MESA''REVIEW. 1 4/3/16 REVISED TO RECONSTRUCT -1N SAME -FOOTPRINT-= =:MCBA �9:L'IgJLs1�.G\�i�IcL:�l7�1:id�H1• � PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION SC -72 s AS SHOWN _ ��!I�S�JL9�./:\�i�2:f:�lY•l:iy�9) puNr+ er MCB EG owaec e». KELP LANEDWG ■ C- or-! sears �1 SII o C o� H: 1"=1' L0 0 o 04 to o 0 SECTION ASECTION A-ALELEVATION� s q 5 10 20 SCALE 1"=10' PROPOSED GRADE PROPOSED CONT. P.T. 2' X 6" BACK WALE EXCAVATE TO FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2'0 CHANCE HEUCAL SCREW ANCHOR TYPE SS5 1Xz' X 5' WITH 8' do 10" FLIGHTS ® 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 100 THREADED ROD ADAPTER / I � EXISTING GRADE�� \ PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 16 FEET LONG (MIN). 2.5 q 2.5 10 in SCALE: 1"=5' 11 r �tL U1 N ti G w G m S Y, tN D LOCUS �� CAP YARMOUTH, MA KEY MAP 1" = 800' LEGEND H. . gym' MEAN HIGH WATER k0. v MLW MEAN LOW WATER 9 1 e w"06 -2- ELEVATION CONTOUR 6.5 PROPOSED GRADE NOT FOR STRUCTURAL �- PROPERTY UNE SURVEY NOTES: RECORD OWNER: MCGRADY PAUL F TR THE PAUL F MCGRADY TR OF 2007 32 HOWS AVE BRAINTREE, MA. 02184 DEED BOOK 22173 PG. 322 PLAN BOOK 181 PG. 125 r. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 18, AND 1PPEARS TO LIE WITHIN THE RESIDENTIAL 25 DISTRICT PER THE TOWN OF 'ARMOUTH ZONING MAP. L PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND SURVEY CONDUCTED DECEMBER 2015, LINES OF OCCUPATION, AND FOUND 10NUMENTATION. I. ORIGIN OF BEARINGS IS PLAN BOOK 181 PAGE 125, RECORDED AT HE BARNSTABLE COUNTY REGISTRY OF DEEDS. L ORIGIN OF ELEVATIONS ARE BASED ON FIRM MARK RM 27 ELEVATION '.48' NGVD, CONVERTED TO NAVD 88. L PARCEL APPEARS TO LIE 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 tEGISTRY OF DEEDS. 1. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH 'OR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE :OVENANTS,OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. ____ I. NONE OF THE PROPOSED WORK ARE LOCATED_,VATHIN A,NHESP_ IOUNDARY AND THEREFORE WILL'NOT BE SUBJECT TO`MESA''REVIEW. 205q 1 4/3/16 REVISED TO RECONSTRUCT -1N SAME -FOOTPRINT-= =:MCBA PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION SC -72 s AS SHOWN dua 4/17/16 ano,IFcf PAUL MCGRADY 3 KELP LANE YARMOUTH, MA. puNr+ er MCB EG owaec e». KELP LANEDWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULIING.COM C- or-! sears 205q