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Home My WebLink About83-2063 - Bulkhead Reconstruction - Updated1/ N % / / / (---b0 1 / 1 E IRI�R,ilP �4�LP�H i , ELEC. M TR s UP -2 MAP 25, PARCEL 21� I(C�n I �� N/F �'\L f SAILING WINDS LLC P. 0. BOX 6i2 (Pb` � � - 40' WIDE) WARREN, MA 01083 - - _ E - _ - � DEED10' WIDE STONE BOAT P ING 199 00 9.1 B , I %:; :::::.;�a:• :;:.. ,.: ;:;: LANDS.. - / CAPE 110 MAP l� JAC UNEPARC 20 'ROPOSED 125'± I 1 I I I..,ia,%A'':',If., a/� C�Oj HUGE HU°NES 1NYL BULKHEAD, I AES TRS BLU RIVER SIDE, SEE I I i ! ; 7:":.:::'' :: �, ' �l Q u S' 145 1SLgN0Cl RLTy DETAIL B) / f �• HroN. Mq 02072 / 4 : JSTING LANDING 1 0 BE REMOVED RIVERFRONT 1 AAREA ( _1 EX. BULKHEAD DECK N SE8, -184 / DEQE LIC #591 / PROPOSED 115'± VINYL BULKHEAD, (CANAL SIDE, SEE DETAIL A) E MAP 25 ARCEL 19 3 r 0 I 1N 00 co v� MAP 25, PARCEL 19 N/F JOHN F. III & I 1 CATHERINE M. MCNAMARA 75 MOORLAND ROAD SCITUATE, MA 02066 #7 1111 1 `ll -17 - -; 5 -- -fes '10"E -5------ I O PROPOSED 12' RETgRN (TYP, BELOW GRA E) REFER TO ADJACENT PLAN FOR CONTINUED GRADING MEN r / b1:14'�3�1f'�Jl:Yl�lf:ll�•1:i9�•)]• •MIME■�- Tc �, SED rl 1 y ti 5�± g PARKERSREVRt)S 1 W^:•r:'' ''' " ' •ri : i i , i -• - `�- I it MENEM w 4/,7/,6 R1 VER0. I ;•>• WA�NO. KELP LANE.DWG /p2 C_') 1 Or 1 SHEETS w co EXISTING DECK BEHIND WALL TO f '✓;:',•;, BE REMOVED ! I r. ,. _: 61 10 , ELEC. M TR s UP -2 MAP 25, PARCEL 21� I(C�n I �� N/F �'\L f SAILING WINDS LLC P. 0. BOX 6i2 (Pb` � � - 40' WIDE) WARREN, MA 01083 - - _ E - _ - � DEED10' WIDE STONE BOAT P ING 199 00 9.1 B , I %:; :::::.;�a:• :;:.. ,.: ;:;: LANDS.. - / CAPE 110 MAP l� JAC UNEPARC 20 'ROPOSED 125'± I 1 I I I..,ia,%A'':',If., a/� C�Oj HUGE HU°NES 1NYL BULKHEAD, I AES TRS BLU RIVER SIDE, SEE I I i ! ; 7:":.:::'' :: �, ' �l Q u S' 145 1SLgN0Cl RLTy DETAIL B) / f �• HroN. Mq 02072 / 4 : JSTING LANDING 1 0 BE REMOVED RIVERFRONT 1 AAREA ( _1 EX. BULKHEAD DECK N SE8, -184 / DEQE LIC #591 / PROPOSED 115'± VINYL BULKHEAD, (CANAL SIDE, SEE DETAIL A) E MAP 25 ARCEL 19 3 r 0 I 1N 00 co v� MAP 25, PARCEL 19 N/F JOHN F. III & I 1 CATHERINE M. MCNAMARA 75 MOORLAND ROAD SCITUATE, MA 02066 #7 1111 1 `ll -17 - -; 5 -- -fes '10"E -5------ I O PROPOSED 12' RETgRN (TYP, BELOW GRA E) REFER TO ADJACENT PLAN FOR CONTINUED GRADING SITE PLAN (PROPOSED) 10 Q 10 20 40 SCALE: 1"=20' CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD DIRECTLY IN FRONT OF THE FAILING TIMBER BULKHEAD AND INCREASING THE HIEGHT BY 1.5 FEET TO ELEVATION 7' NAVD88. THE NEW BULKHEAD SHALL HAVE 12-15 FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING SHALL BE TEMPORARILY REMOVED AND REPLACED. APPROXIMATELY 213 t 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. 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 WORK14G 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 SHEETS FOR THE CANAL WALL, AND SG 825 WITH 18 -FOOT LONG SHEETS FOR THE RIVERFRONT WALL ALL SHEETING 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 SITE. B. 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. 10. ANY TIMBER USED IN THE WATER SHALL NOT BE CCA PRESSURE TREATED. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWSE 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 SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE COATING TO PREVENT CORROSION. 13. THE EXISTING WOODEN WALKWAY AND CORNER DECK BEHIND THE BULKHEAD SHALL BE REMOVED. 14, THE EXISTING LANDING AND WALKWAY FOR THE DOCK SHALL BE REMOVED AND REPLACED, BUT RAISED TO MEET THE NEW BULKHEAD. 15. THERE IS A PROPOSED GRAVEL PARKING AREA FOR BOAT STORAGE ON THE NORTH SIDE OF THE PROPERTY. THIS AREA TO BE GRADED FLAT. 16. THE EXISTING DECKING AND CORNER LANDING BEHIND THE BULKHEAD SHALL BE REMOVED. 17. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. ARTIFICAL TOP OF COASTAL BANK LSCSF\LAND UNDER OCEAN EXISTING BULKHEAD (TO REMAIN) EXISTING PILES (TO REMAIN) PROPOSED GRADE EL 6.5'\ \ T.O.W. NEW BULKHEAD (APPROX. 457 CU. YDS.) T.O.W. = 7.0' NAVD88 (SEE DETAIL A) (2) 3" X 8" P.T. CAP; --- W/ Y2" GALV. BOLTS 0 3' O.C. (TYP) Yz" GALV. LAG BOLTS 0 3' O.C. (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) (2) 3" X 6" P.T. CAP SUPPORTS; W/ Ya" GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD SG 625 II SHEETING (TYP) BULKHEAD CAP (DETAIL A) SCALE: 1"=2' ARTIFICAL TOP OF COASTAL BANK LSCSF LAND UNDER OCEAN - EASTING PILES (TO REMAIN) /PROPOSED NEW VINYL BULKHEAD EXISTING BULKHEAD (TO REMAIN)\ \ / T.O.W. = 7.0' NAVD88 (SEE DETAIL B) EXISTING GRADE MEN r / SITE PLAN (PROPOSED) 10 Q 10 20 40 SCALE: 1"=20' CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD DIRECTLY IN FRONT OF THE FAILING TIMBER BULKHEAD AND INCREASING THE HIEGHT BY 1.5 FEET TO ELEVATION 7' NAVD88. THE NEW BULKHEAD SHALL HAVE 12-15 FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING SHALL BE TEMPORARILY REMOVED AND REPLACED. APPROXIMATELY 213 t 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. 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 WORK14G 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 SHEETS FOR THE CANAL WALL, AND SG 825 WITH 18 -FOOT LONG SHEETS FOR THE RIVERFRONT WALL ALL SHEETING 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 SITE. B. 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. 10. ANY TIMBER USED IN THE WATER SHALL NOT BE CCA PRESSURE TREATED. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWSE 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 SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE COATING TO PREVENT CORROSION. 13. THE EXISTING WOODEN WALKWAY AND CORNER DECK BEHIND THE BULKHEAD SHALL BE REMOVED. 14, THE EXISTING LANDING AND WALKWAY FOR THE DOCK SHALL BE REMOVED AND REPLACED, BUT RAISED TO MEET THE NEW BULKHEAD. 15. THERE IS A PROPOSED GRAVEL PARKING AREA FOR BOAT STORAGE ON THE NORTH SIDE OF THE PROPERTY. THIS AREA TO BE GRADED FLAT. 16. THE EXISTING DECKING AND CORNER LANDING BEHIND THE BULKHEAD SHALL BE REMOVED. 17. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. ARTIFICAL TOP OF COASTAL BANK LSCSF\LAND UNDER OCEAN EXISTING BULKHEAD (TO REMAIN) EXISTING PILES (TO REMAIN) PROPOSED GRADE EL 6.5'\ \ T.O.W. NEW BULKHEAD (APPROX. 457 CU. YDS.) T.O.W. = 7.0' NAVD88 (SEE DETAIL A) (2) 3" X 8" P.T. CAP; --- W/ Y2" GALV. BOLTS 0 3' O.C. (TYP) Yz" GALV. LAG BOLTS 0 3' O.C. (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) (2) 3" X 6" P.T. CAP SUPPORTS; W/ Ya" GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD SG 625 II SHEETING (TYP) BULKHEAD CAP (DETAIL A) SCALE: 1"=2' ARTIFICAL TOP OF COASTAL BANK LSCSF LAND UNDER OCEAN - EASTING PILES (TO REMAIN) /PROPOSED NEW VINYL BULKHEAD EXISTING BULKHEAD (TO REMAIN)\ \ / T.O.W. = 7.0' NAVD88 (SEE DETAIL B) EXISTING GRADE H: 1"=1' -)LU 110IV IJ -CS (LLL VA IIUIV� q z 10 20 SCALE: 1"=10' MEN ��9•ill..�i= •u>iN>ta•t.7�� IMMUNE M! MENEM b1:14'�3�1f'�Jl:Yl�lf:ll�•1:i9�•)]• •MIME■�- • ELEVATION CONTOUR M_ Mlll PROPOSED GRADE _ •ri : i i , i -• - `�- I it MENEM w 4/,7/,6 JACQUELIN UGHES TR EFIN ALTY TRUST ZIKEP LANE YARMOUTH MA. � EG WA�NO. KELP LANE.DWG SHOREF ONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING COM C_') 1 Or 1 SHEETS H: 1"=1' -)LU 110IV IJ -CS (LLL VA IIUIV� q z 10 20 SCALE: 1"=10' 0 0 N o vi o H` 1"=l' SECTION A -A ELEVATION) ¢ q 10 20 SCALE: 1"=10* TOP OF WALL, EL. 7' NAVD88. MAXIMUM UNBALANCED FILL= 12 FEET TO MUDLINE. FILL AND GRADE TO WITHIN 6" OF TO.W. 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. 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 1Yz" X 5' WITH 8" & 10" FLIGHTS 0 6'-0" O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM ANCHOR FORCE PER ANCHOR BULKHEAD ELEVA TION DETAIL B 275 Q Z5 i 10 SCALE: 1"=5' TOP OF WALL, EL. 7' NAVI)88. MAXIMUM UNBALANCED FILL = 10 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 VEY NOT 1. RECORD OWNER: HUGHES JACQUELINE TR C/O J HUGHES TRS BLUEFIN RLTY AA WILL CP 145 ISLAND STREET STOUGHTON, MA. 02072 DEED BOOK 25984 PG. 33 PLAN BOOK 181 PG. 125 R MAP 25 PARCEL 20 AND APPEARS TO LIE 2. PROPERTY IS SHOWN ON ASSESSORS 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. 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 WALL NOT BE SUBJECT TO MESA REVIEW. PROPOSED 11MBER CAP; SEE DETAIL (AW -1075 ALUMINUM CAP OPTIONAL) PROPOSED CONT. GREENHEART 8" X 8" ANCHOR WALE (UC -6 STIR COMPOSITE WALE OPTIONAL) 3.5' 1" DOCK WASHERS EXCAVATE TO f FACILITATE 1"0 THREADED INSTALLATION ROD ADAPTER OF TIE BACK NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1Nr X 5' WITH 8" & 10" FLIGHTS EXISTING GRADE 0 6'-0" O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM PROPOSED SHOREGUARD ANCHOR FORCE PER ANCHOR SG 625 VINYL SHEETING, 15 FEET LONG (MIN). BULKHEAD ELEVATION DETAIL A 215 q 15 tD SCALE: 1"=5' PROPOSED TIMBER CAP; SEE DETAIL (AW -1500 ALUMINUM CAP OPTIONAL) PROPOSED FENDER PILES (RIVER SIDE ONLY) PROPOSED CONT. /GREENHEART 8" X 8" ANCHOR WALE (WB -6 ALUMINUM WALE OPTIONAL) 1" DOCK WASHERS \1"0 THREADED ROD ADAPTER PROPOSED RUB RAL EXISTING GRADE PROPOSED SHOREGUARD SG 825 VINYL SHEETING, 18 FEET LONG MIN. 2't 8" X 8" GREENHEART nANCHOR WALE OR WB -6 ALUMINUM WALE (OPTIONAL) 2" X 6" BACK WALE PROPOSED SHOREGUARD SG 825 VINYL SHEETING, 18' LONG MIN. PROPOSED 3V4" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYF 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL B SCALE: 1"=2' 2'± 8" X 8" 1 GREENHEART- ANCHOR WALE OR UC -6 STIR COMPOSITE WALE (OPTIONAL) 2" X 6-11 BACK WALE 11 11 1 PROPOSED SHOREGUARD 625 VINYL SHEETING, 15' LONG MIN. PROPOSED Y4" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYF 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL A 4 SCALE: 1"=2' (2) 3" X 10" P.T. CAP; W/ X" GALV. BOLTS 0 3' O.C. (TYP) Yz" GALV. LAG BOLTS 0 3' O.C. (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) (2) 3" X 6" P.T. CAP SUPPORTS; W/ Y2" GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD SG 825 SHEETING (TYP) BULKHEAD CAP (DETAIL B) SCALE: 1"=2' LEGEND ,AMM"! MEAN HIGH WATER MLW, • I v .- ,� • i •.: ELEVATION CONTOUR 6.5 PROPOSED GRADE _ PROPERTY LINE SME AS SHOWN w 4/,7/,6 JACQUELIN UGHES TR EFIN ALTY TRUST ZIKEP LANE YARMOUTH MA. °""""" MCB EG WA�NO. KELP LANE.DWG SHOREF ONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING COM C_') 1 Or 1 SHEETS 0 0 N o vi o H` 1"=l' SECTION A -A ELEVATION) ¢ q 10 20 SCALE: 1"=10* TOP OF WALL, EL. 7' NAVD88. MAXIMUM UNBALANCED FILL= 12 FEET TO MUDLINE. FILL AND GRADE TO WITHIN 6" OF TO.W. 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. 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 1Yz" X 5' WITH 8" & 10" FLIGHTS 0 6'-0" O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM ANCHOR FORCE PER ANCHOR BULKHEAD ELEVA TION DETAIL B 275 Q Z5 i 10 SCALE: 1"=5' TOP OF WALL, EL. 7' NAVI)88. MAXIMUM UNBALANCED FILL = 10 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 VEY NOT 1. RECORD OWNER: HUGHES JACQUELINE TR C/O J HUGHES TRS BLUEFIN RLTY AA WILL CP 145 ISLAND STREET STOUGHTON, MA. 02072 DEED BOOK 25984 PG. 33 PLAN BOOK 181 PG. 125 R MAP 25 PARCEL 20 AND APPEARS TO LIE 2. PROPERTY IS SHOWN ON ASSESSORS 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. 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 WALL NOT BE SUBJECT TO MESA REVIEW. PROPOSED 11MBER CAP; SEE DETAIL (AW -1075 ALUMINUM CAP OPTIONAL) PROPOSED CONT. GREENHEART 8" X 8" ANCHOR WALE (UC -6 STIR COMPOSITE WALE OPTIONAL) 3.5' 1" DOCK WASHERS EXCAVATE TO f FACILITATE 1"0 THREADED INSTALLATION ROD ADAPTER OF TIE BACK NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1Nr X 5' WITH 8" & 10" FLIGHTS EXISTING GRADE 0 6'-0" O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM PROPOSED SHOREGUARD ANCHOR FORCE PER ANCHOR SG 625 VINYL SHEETING, 15 FEET LONG (MIN). BULKHEAD ELEVATION DETAIL A 215 q 15 tD SCALE: 1"=5' PROPOSED TIMBER CAP; SEE DETAIL (AW -1500 ALUMINUM CAP OPTIONAL) PROPOSED FENDER PILES (RIVER SIDE ONLY) PROPOSED CONT. /GREENHEART 8" X 8" ANCHOR WALE (WB -6 ALUMINUM WALE OPTIONAL) 1" DOCK WASHERS \1"0 THREADED ROD ADAPTER PROPOSED RUB RAL EXISTING GRADE PROPOSED SHOREGUARD SG 825 VINYL SHEETING, 18 FEET LONG MIN. 2't 8" X 8" GREENHEART nANCHOR WALE OR WB -6 ALUMINUM WALE (OPTIONAL) 2" X 6" BACK WALE PROPOSED SHOREGUARD SG 825 VINYL SHEETING, 18' LONG MIN. PROPOSED 3V4" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYF 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL B SCALE: 1"=2' 2'± 8" X 8" 1 GREENHEART- ANCHOR WALE OR UC -6 STIR COMPOSITE WALE (OPTIONAL) 2" X 6-11 BACK WALE 11 11 1 PROPOSED SHOREGUARD 625 VINYL SHEETING, 15' LONG MIN. PROPOSED Y4" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYF 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL A 4 SCALE: 1"=2' (2) 3" X 10" P.T. CAP; W/ X" GALV. BOLTS 0 3' O.C. (TYP) Yz" GALV. LAG BOLTS 0 3' O.C. (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) (2) 3" X 6" P.T. CAP SUPPORTS; W/ Y2" GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD SG 825 SHEETING (TYP) BULKHEAD CAP (DETAIL B) SCALE: 1"=2' LEGEND ,AMM"! MEAN HIGH WATER MLW, MEAN LOW WATER --2--- ELEVATION CONTOUR 6.5 PROPOSED GRADE _ PROPERTY LINE NOT FOR STRUCTURAL U i O. wh ne BY PLA SHOWING PR OSED B KHEAD RECO TRUCTION SC -70 SME AS SHOWN w 4/,7/,6 JACQUELIN UGHES TR EFIN ALTY TRUST ZIKEP LANE YARMOUTH MA. °""""" MCB EG WA�NO. KELP LANE.DWG SHOREF ONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING COM C_') 1 Or 1 SHEETS