The URL can be used to link to this page

Home My WebLink About83-2063 - Bulkhead Reconstruction - ApprovedN rr H W I1 d = •` P DID64D 114 ! IRE/TUR S PARKERS r r / / :::',`..; . `, ; • :. ; RIVER /! /! l Z /; (TIDAL) / / / r` 6: / /�ti( t3 Y'p41, W. EXISTING DECK 1 !! r I )•.; ;..:•,i:;:::< :: BEHIND WALL TO BE REMOVED I 1 ! a_ . Vic.<.r• .` ..•. ..•i - PR /..: 10 \\-ELEC. TR -2 MAP 25, PARCEL 21 E L P N/FSAILING WINDS LLC (P 40 ' I � VVI � E � - P. 0. BOX 612 DE) WARREN, MA 01083 70' WIDE )NE BOAT LANDS APE L O I I I II wl�D MAP 1 :':a:.;.a.... J 25, P EXISTING 125'± TIMBER I I I ,' f:',,%•i'';*;C :' a 1W G/° J. HUGHES E HUGHES °jR BULKHEAD; RECONSTRUCT I. at ,. ",.i,.; m00% AA yWTRS BLUEFlN N SAME FOOTPRIN, (RIVER) I ;l l.'`. Q /0 145 IS LL Cl RLTY SIDE, SEE DETAIL B) 1 ,\7, ;. •,• ; t ,°<I I STOUGHTO MA T. 02072 " EXISTING LANDING 00 I I DECK I TO BE REMOVED '• A 1 C +7 F � //\ ` ` •fie-----=-' �, _ �.:� ,..•, ... RIVERFRONT 1 / � \ \� � �7•}G-O�' AREA \�,, -_4 ----- ��33'�0 EX. BULKHEADS - -^� SE83-184 DECK N O -5 I / DEQE LIC #591 EXISTING 115'1 TIMBER BULKHEAD; PROPOSED 12' RET4 RECONSTRUCT IN SAME FOOTPRINT, (TYP, BELOW GRA E) (CANAL SIDE, SEE DETAIL A) / The Order of Conditions requires a 2ft stone buffer along the bulkhead SITE PLAN (PROPOSED) 10 ,5 910 20 40 SCALE: 1"=20' (2) 3" X 8" P.T. CAP; 3' O.CA(�j LTS Y2" GALV. LAG BOLTS ' 0 3' O.C. (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) (2) 3" X 6" P.T. CAP SUPPORTS; W/ Yz" GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD SG 625 SHEETING (TYP) BULKHEAD CAP (DETAIL A) SCALE: 1"=2' MAP 25 'ARCEL 19 311 TOP OF\ COASTAL BANK LSCSF LAND UNDER OCEAN /PROPOSED NEW VINYL BULKHEAD EXISTING GRADES EXISTING BULKHEAD (TO BE REPLACED) / T.O.W. = 7.0' NAVD88 (SEE DETAIL B) CONSTRUCTION I 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 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 12-15 FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING SHALL BE'TEMPORARILY REMOVED AND REPLACED. APPROXIMATELY 213 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 PILES CAN REMAIN TO PROVIDE FALSE 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 APPLICANT'S 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 15 -FOOT SHEETS FOR THE CANAL WALL, AND G 5 WITH 18 -FOOT LONG SHEETS OR THE IVERFRONT WALL ALL SHEETING SHALL BE DRIVEN TO S 82 TH 8 T SHE F R 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. 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. 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 5 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. txIq 14. THE EXISTING LANDING AND WALKWAY FOR THE DOCK SHALL BE REMOVED AND REPLACED, BUT RAISED - - - - - l TO MEET THE NEW BULKHEAD. 15. THERE IS A PROPOSED GRAVEL PARKING AREA FOR BOAT STORAGE ON THE NORTH SIDE OF THE REFER TO ADJACENT PLAN PROPERTY. THIS AREA TO BE GRADED FLAT. FOR CONTINUED GRADING 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 BAN LSCSF LAND UNDER OCEAN -� EXISTING BULKHEAD (TO BE REPLACED) PROPOSED GRADE EL 6.5'` 1 PROPOSED NEW VINYL BULKHEAD (APPROX. 451 CU. YDS.) \ T.O.W. - 7.0' NAVD88 (SEE DETAIL A) a�yluLifYl4k�=• MAP 25, PARCEL 19 . MLW N/F �■�'JRIiE39[71/il:Y.lili•JIIYh" i , ELEVATION CONTOUR JOHN F. III & I l _ CATHERINE M. MCNAMARA SAE AS SHOWN DAM 4/,7/,6 75 MOORLAND ROAD °""MARY MCB \ SCITUATE, MA 02066 SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM ■ I I I TOP OF\ COASTAL BANK LSCSF LAND UNDER OCEAN /PROPOSED NEW VINYL BULKHEAD EXISTING GRADES EXISTING BULKHEAD (TO BE REPLACED) / T.O.W. = 7.0' NAVD88 (SEE DETAIL B) CONSTRUCTION I 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 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 12-15 FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING SHALL BE'TEMPORARILY REMOVED AND REPLACED. APPROXIMATELY 213 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 PILES CAN REMAIN TO PROVIDE FALSE 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 APPLICANT'S 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 15 -FOOT SHEETS FOR THE CANAL WALL, AND G 5 WITH 18 -FOOT LONG SHEETS OR THE IVERFRONT WALL ALL SHEETING SHALL BE DRIVEN TO S 82 TH 8 T SHE F R 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. 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. 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 5 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. txIq 14. THE EXISTING LANDING AND WALKWAY FOR THE DOCK SHALL BE REMOVED AND REPLACED, BUT RAISED - - - - - l TO MEET THE NEW BULKHEAD. 15. THERE IS A PROPOSED GRAVEL PARKING AREA FOR BOAT STORAGE ON THE NORTH SIDE OF THE REFER TO ADJACENT PLAN PROPERTY. THIS AREA TO BE GRADED FLAT. FOR CONTINUED GRADING 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 BAN LSCSF LAND UNDER OCEAN -� EXISTING BULKHEAD (TO BE REPLACED) PROPOSED GRADE EL 6.5'` 1 PROPOSED NEW VINYL BULKHEAD (APPROX. 451 CU. YDS.) \ T.O.W. - 7.0' NAVD88 (SEE DETAIL A) Q ,5 10 20 SCALE: 1"=10' a�yluLifYl4k�=• �'�_�� IIIc . MLW � r• i �■�'JRIiE39[71/il:Y.lili•JIIYh" i , ELEVATION CONTOUR 6.5 PROPOSED GRADE _ PROPERTY UNE SAE AS SHOWN DAM 4/,7/,6 Rte` JACQUELIN HUGHES TR BLUEFlN REALTY TRUST 11 KELP LANE YARMOUTH MA. °""MARY MCB cNECNEo er EG �� SIC 15';�]G1■�/:\�1�2:f:1• SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM ■ ® �-■a:i��dR�Id:Lp7 l�iil♦ �- �iC! Q ,5 10 20 SCALE: 1"=10' O pT N o6 o H: 1"=1' -' 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 T.O.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 1lj" 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 ELEVATION DETAIL B 215 (1 2.5 i' 10 SCALE: 1"=5 TOP OF WALL, EL. 7' NAVD88. MAXIMUM UNBALANCED FILL = 10 FEET TO MUDLINE. FILL AND GRADE TO WITHIN 6" OF T.O.W. 20' MINIMUM EMBEDMENT - - - SHALL DEVELOP 18K LAIN. PROPOSED GRADE PROPOSED CONT. P.T. 2" X 6" BACK WALE y/ EXCAVATE TO \ FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1)� X 5' WITH 8" & 10" FLIGHTS Q 6'-0" O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM ANCHOR FORCE PER ANCHOR BULKHEAD ELEVATION DETAIL A 2.5 0 2.5 5 10 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 OPTICNAL) 1" DOCK WASHERS \1"0 THREADED ROD ADAPTER PROPOSED RUB RAL EXISTING GRADE,, PROPOSED SHOREGUARD SG 825 VINYL SHEETING, 18 FEET LONG MIN. SCALE: 1"=5' SURVEY NOTES: 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 2. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 20, 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.CON XISTING CONDITIONS SHOWN HI REON WERE COMPILED FROM AN ON THE GROUND E E 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. PROPOSED TIMBER CAP; SEE DETAIL (AW -1075 ALUMINUM CAP OPTIONAL) PROPOSED CONT. GREENHEART 8" X 8" ANCHOR WALE (UC -6 STIR COMPOSITE WALE OPTIONAL) 1" DOCK WASHERS 1"0 THREADED ROD ADAPTER EXISTING GRADE--� PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 15 FEET LONG (MIN). 2't 8" X 8" GREENHEART ANCHOR WALE OR WB -6 ALUMINUM WALE (OPTIONAL) 2" X 6" BACK WALE PROPOSED SHOREGUARD SG 825 VINYL SHEETING, 18' LONG MIN. PROPOSED Y4" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TY1 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL B SCALE: 1"=2' 2't 8" X 8" GREENHEART ANCHOR WALE OR UC -6 STR COMPOSITE WALE (OPTIONAL) 2" X 6" BACK WALE PROPOSED SHOREGUARD 625 VINYL SHEETING, 15' LONG MIN. PROPOSED Y4" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TY1 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL A SCALE: 1"=2' (2) 3" X 10" P.T. CAP; W/ GALV. BOLTS a 3O.C. (TYP) Yz" GALV. LAG BOLTS 0 3' O.C. (TYP) (ALTERNATE H=1WITH CAP THRU-BOLTS (TYP (2) 3" X 6" P.T. CAP SUPPORTS; W/ ) " GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD SG 825 SHEETING (TYP) BULKHEAD CAP (DETAIL B) 4 SCALE: 1"=2' LEGEND a�yluLifYl4k�=• �'�_�� IIIc . MLW � r• i �■�'JRIiE39[71/il:Y.lili•JIIYh" i , ELEVATION CONTOUR 6.5 PROPOSED GRADE _ PROPERTY UNE SAE AS SHOWN DAM 4/,7/,6 Rte` JACQUELIN HUGHES TR BLUEFlN REALTY TRUST 11 KELP LANE YARMOUTH MA. °""MARY MCB cNECNEo er EG MW,NG„,. KELP LANE.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM �_'� � oR � sNEErs O pT N o6 o H: 1"=1' -' 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 T.O.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 1lj" 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 ELEVATION DETAIL B 215 (1 2.5 i' 10 SCALE: 1"=5 TOP OF WALL, EL. 7' NAVD88. MAXIMUM UNBALANCED FILL = 10 FEET TO MUDLINE. FILL AND GRADE TO WITHIN 6" OF T.O.W. 20' MINIMUM EMBEDMENT - - - SHALL DEVELOP 18K LAIN. PROPOSED GRADE PROPOSED CONT. P.T. 2" X 6" BACK WALE y/ EXCAVATE TO \ FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1)� X 5' WITH 8" & 10" FLIGHTS Q 6'-0" O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM ANCHOR FORCE PER ANCHOR BULKHEAD ELEVATION DETAIL A 2.5 0 2.5 5 10 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 OPTICNAL) 1" DOCK WASHERS \1"0 THREADED ROD ADAPTER PROPOSED RUB RAL EXISTING GRADE,, PROPOSED SHOREGUARD SG 825 VINYL SHEETING, 18 FEET LONG MIN. SCALE: 1"=5' SURVEY NOTES: 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 2. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 20, 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.CON XISTING CONDITIONS SHOWN HI REON WERE COMPILED FROM AN ON THE GROUND E E 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. PROPOSED TIMBER CAP; SEE DETAIL (AW -1075 ALUMINUM CAP OPTIONAL) PROPOSED CONT. GREENHEART 8" X 8" ANCHOR WALE (UC -6 STIR COMPOSITE WALE OPTIONAL) 1" DOCK WASHERS 1"0 THREADED ROD ADAPTER EXISTING GRADE--� PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 15 FEET LONG (MIN). 2't 8" X 8" GREENHEART ANCHOR WALE OR WB -6 ALUMINUM WALE (OPTIONAL) 2" X 6" BACK WALE PROPOSED SHOREGUARD SG 825 VINYL SHEETING, 18' LONG MIN. PROPOSED Y4" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TY1 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL B SCALE: 1"=2' 2't 8" X 8" GREENHEART ANCHOR WALE OR UC -6 STR COMPOSITE WALE (OPTIONAL) 2" X 6" BACK WALE PROPOSED SHOREGUARD 625 VINYL SHEETING, 15' LONG MIN. PROPOSED Y4" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TY1 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL A SCALE: 1"=2' (2) 3" X 10" P.T. CAP; W/ GALV. BOLTS a 3O.C. (TYP) Yz" GALV. LAG BOLTS 0 3' O.C. (TYP) (ALTERNATE H=1WITH CAP THRU-BOLTS (TYP (2) 3" X 6" P.T. CAP SUPPORTS; W/ ) " GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD SG 825 SHEETING (TYP) BULKHEAD CAP (DETAIL B) 4 SCALE: 1"=2' LEGEND _ MHW MEAN HIGH WATER MLW MEAN LOW WATER ----2-- ELEVATION CONTOUR 6.5 PROPOSED GRADE _ PROPERTY UNE NOT FOR STRUCTURAL i1 4/3/16 REVISED TO RECONSTRUCT IN SAME FOOTPRINT MCB NO. CATE REMON by SHEE TRE PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION vRaiEcr NO. SC -70 SAE AS SHOWN DAM 4/,7/,6 Rte` JACQUELIN HUGHES TR BLUEFlN REALTY TRUST 11 KELP LANE YARMOUTH MA. °""MARY MCB cNECNEo er EG MW,NG„,. KELP LANE.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM �_'� � oR � sNEErs