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Home My WebLink About83-2061 - Bulkhead Reconstruction - Approved002W-4 N S V MAP 25 PARCEL 20 M P 25, PgRCEL �A� �+UELINE HUGHES 0 J HUGHES '1R T�45 AA ►yI�S PCUEFi GHTOS1yAMq p212 w W 0 0 0 OWER REFER TO �/i -� ADJACENT PLANS / FOR £ONTINUE r + / GRADING rn A A E) ISTING 85'7 TIMBER MKHEAD; RECONSTRUCT IN E FOOTPRINT (SEE DETAIL (2) 3' X 8' P.T. CAP; t -LV. BOLTS (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 ® 3' O.C. MID) OREGUARD SG 625 ETING (TYP) BULKHEAD CAP DETAIL 5 Q 1 2 4 SCALE: 1"=2' II a O N o� H: 1"=1' SECTION A -A (ELEVATION)5 ° 5 10 20 N85'39'10"W 55.23 LANDSCAPE DECK MAP 25, PARCEL 19 JOHN F. III & CATHERINE M. MCNAMARA 75 MOORLAND ROAD SCITUATE, MA 02066 KELP LANE j (PUBLIC _ 40' 41 -IDE) CB/DH / (HELD) OWNER: ADDITIONAL ELEVATION INFORMATION AS NEEDED.W4 E /~ 2 - 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD IN THE SAME FOOTPRINT OF THE FAIUNG 1. RECORD O o NAct f c\1 p I� 0 1 MAP 25 PARCEL 18 I I #3 MAP 25, PARC,0 18 / THE pq}Pj�UF F MCGRADY TR 132 HOCGRADY TR AVENUEOF 2007 BRAINTREE MA 02184 s C) �r 5 CONSTRUCTION NOTES: N U) 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR OWNER: ADDITIONAL ELEVATION INFORMATION AS NEEDED.W4 E 3 - 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD IN THE SAME FOOTPRINT OF THE FAIUNG 1. RECORD TIMBER BULKHEAD AND INCREASING THE HIEGHT BY 1.5 FEET TO ELEVATION 7' NAVD88. THE NEW BULKHEAD S 13 SHALL HAVE 12 -FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING SHALL BE MCNAMARA JOHN F III 75 MOORLAND ROAD CATHERINEMCNAMARA M 6 1 TEMPORARILY REMOVED AND REPLACED. APPROXIMATELY 39 t CUBIC YARDS OF CLEAN FILL SHALL BE BROUGHT ON SITE SHM m� PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION _ TO FILL THE AREA BEHIND THE NEW WALL TO ELEVATION 6.5' NAVD88. THE NEW RETURNS SHALL BE CONSTRUCTED AT A �j LOWER HEIGHT THAN THE NEW WALL SO THAT THEY ARE HIDDEN BELOW THE PROPOSED GRADE. THE EXISTING WALKWAY 0) SHALL BE RECONSTRUCTED AT THE NEW ELEVATION TO MATCH THE BULKHEAD. THE EXISTING GRAVEL DRIVEWAY SHALL BE • WIDENED FOR BOAT STORAGE AS SHOWN. THERE IS ALSO A PROPOSED 6'x14' STORAGE SHED WITH A 12 -FOOT WIDE BY SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM 18 -FOOT LONG DECK EXPANSION ON THE EAST SIDE AS SHOWN. THE EXISTING PILES CAN REMAIN TO PROVIDE FALSE "�'� it �' •'1 �i� WORK FOR THE NEW SHEETING. 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S 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. LOCUS 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. y 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 15 -FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE FULL YARMOUTH, MA 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 THE SITE. SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM 8. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS NOF 'b4 AND CONDITIONS. GLEMft 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH amm CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. 1 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.''c�l 11. ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY. m 2 TOE 2 L� �� G � a m 0�F KELP u KEY MAP 1" = 800' LEGEND MHW MEAN HIGH WATER CLW• , • MEAN LOW WATER -2- ELEVATION CONTOUR 6.5 PROPOSED GRADE 12. THE EXISTING ANCHORS SHALL BE INSPECTED, PULL TESTED, EVALUATED AND RE -USED WHERE POSSIBLE. NEW TIE ROD NOT FOR STRUCTURAL SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE PROPERTY LINE COATING TO PREVENT CORROSION SURVEY NO S: SE83-186 PARKERS DEAF LIC #592 FLOOD RIVER REFER TO ADJACENT PLANS PROPOSED 12' RETURNS / � (TIDAL) FOR CONTINUED GRADING (TYP., BELOW GRADE) EBB SITE PLAN (PROPOSED) 10 5 Q 10 20 40 SCALE: 1"=20' DUSTING BULKHEAD (TOBE REPLACED PROPOSED GRADE EL 6.5' PROPOSED NEW VINYL BULKHEAD (APPROX. 39f CU. YDS.) \ 1 T.O.W. = 7.0' NAVDB8 (SEE DETAIL) /EXISnNG GRADE \1 U) p N OWNER: =--- ---4----- 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. 1. RECORD CK o EX BUtF'fi�Ab ` / 9� I I ��}-'T \ \-- / �1 \ / 2 } MCNAMARA JOHN F III 75 MOORLAND ROAD CATHERINEMCNAMARA M 6 SE83-186 PARKERS DEAF LIC #592 FLOOD RIVER REFER TO ADJACENT PLANS PROPOSED 12' RETURNS / � (TIDAL) FOR CONTINUED GRADING (TYP., BELOW GRADE) EBB SITE PLAN (PROPOSED) 10 5 Q 10 20 40 SCALE: 1"=20' DUSTING BULKHEAD (TOBE REPLACED PROPOSED GRADE EL 6.5' PROPOSED NEW VINYL BULKHEAD (APPROX. 39f CU. YDS.) \ 1 T.O.W. = 7.0' NAVDB8 (SEE DETAIL) /EXISnNG GRADE \1 N O U) p N O �u171;B�7L-1�a:\�i�2:}:�17�7:iyyyl / 1 `4/3/16' REVISED TO RtCONSTRUCT IN -SAME -FOOTPRINT___ NUFAVEMINEWARMAN SHM m� PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION PROA= NO. SC -71 AS SHOWN 4/17/16 JOHN & CATHERINE MCNAMARA 7 KELP LANE YARMOUTH, MA owwm er MEG • _IIIIIIIIIIIIIII�x1U9u:1 SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM �I "�'� it �' •'1 �i� N O U) p N O The Order of Conditions requires a 2ft stone buffer along the bulkhead SCALE: 1"=10' \ 15' ON IL JIILLIIIV V, / - 15' LONG MIN. PROPOSED Y4 THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYL 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL 5 Q j 4 SCALE: 1"=2' TOP OF WALL, EL 7' NAVD88. PROPOSED 11MBER CAP; MAXIMUM UNBALANCED FILL = 10 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. GREENHEART 8' X 8' PROPOSED CONT. P.T. ANCHOR WALE (UC -6 STR PROPOSED GRADE 2' X 6" BACK WALE - COMPOSITE WALE OPTIONAL) EXCAVATE TO FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2'0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1)r X 5' HATH 8' & 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 -1' DOCK WASHERS 1"0 THREADED ROD ADAPTER EXISTING GRADE--`� PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 15 FEET LONG (MIN). 25 2.5 5 10 SCALE: 1"=5' SCITUAIE, MA. 0206 DEED BOOK 26261 PG. 88 PLAN BOOK 181 PG. 125 2. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 19, 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. 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. B. 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. 1 `4/3/16' REVISED TO RtCONSTRUCT IN -SAME -FOOTPRINT___ NUFAVEMINEWARMAN SHM m� PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION PROA= NO. SC -71 AS SHOWN 4/17/16 JOHN & CATHERINE MCNAMARA 7 KELP LANE YARMOUTH, MA owwm er MEG �w DPW" NO. KELP LANE.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM �I "�'� it �' •'1 �i� \ 15' ON IL JIILLIIIV V, / - 15' LONG MIN. PROPOSED Y4 THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYL 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL 5 Q j 4 SCALE: 1"=2' TOP OF WALL, EL 7' NAVD88. PROPOSED 11MBER CAP; MAXIMUM UNBALANCED FILL = 10 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. GREENHEART 8' X 8' PROPOSED CONT. P.T. ANCHOR WALE (UC -6 STR PROPOSED GRADE 2' X 6" BACK WALE - COMPOSITE WALE OPTIONAL) EXCAVATE TO FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2'0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1)r X 5' HATH 8' & 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 -1' DOCK WASHERS 1"0 THREADED ROD ADAPTER EXISTING GRADE--`� PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 15 FEET LONG (MIN). 25 2.5 5 10 SCALE: 1"=5' SCITUAIE, MA. 0206 DEED BOOK 26261 PG. 88 PLAN BOOK 181 PG. 125 2. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 19, 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. 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. B. 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. 1 `4/3/16' REVISED TO RtCONSTRUCT IN -SAME -FOOTPRINT___ _- MCB SHM m� PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION PROA= NO. SC -71 AS SHOWN 4/17/16 JOHN & CATHERINE MCNAMARA 7 KELP LANE YARMOUTH, MA owwm er MEG �w DPW" NO. KELP LANE.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM �_'� a s ms