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Home My WebLink About83-2062 - Bulkhead Reconstruction - OldW PROPOSED 15'f RETURN EX. BULKHEAD SE83-68 DEQE LIC #235 (2) 3' X 10' P.T. CAP; W/ )r GALV. BOLTS 0 3' O.C. (TYP) r GALV. LAG BOLTS VW® 3' O.C. (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) (2) 3' X 6' P.T. CAP SUPPORTS; W/ )!r GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD SG 825 SHEETING (TYP) BULKHEAD CAP DETAIL SCALE: 1'=2' -` - AA WILL CI 145 ISLAND ST. STOUGHTON, MA 02 HELP LANE ------(PUBLIC - 40' WIDE) 10 5 11 10 20 �0 SCALE: 1'=20' ARTIFICAL TOP OF COASTAL BANK LSCSF LAND UNDER OCEAN SCALE: 1'=10' i 2•t i CONSTRUCTION NOTES: N I ImimiWA EM 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL w E MAP 25, PARCEL 23 ELEVATION INFORMATION AS NEEDED. N WARREN J. & CLLAARE R. AZZARA MAP 25, PARCEL 22 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD DIRECTLY IN FRONT OF 7 FIELDS70NE HI YONKERS, NY 10705-2520 DEAN J. & KIM E HICKEY THE FAILING TIMBER BULKHEAD AT THE SAME HEIGHT OF 6.4' NAVD88. THE NEW BULKHEAD SHALL g HAVE 15 -FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING HALL REMAIN. �'------ SHREWSBURY, BE TEMPORARILY REMOVED AND REPLACED. THE EXISTING DECKING SHALL MA 01545 PLAN SHO G ROPOSED BULKHEAD RE STRUCTION 3 --- 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANTS PROPERTY AND FROM A WORKING BARGE EQUIPMENT BARGE N85°39'10"W SHALL BE STORED ON THE APPLICANTS PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING ` = TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. ANCHORED00' 110.�'- 110. 4. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTAEQUIPMLLATION OF THE BULKHEAD. MATERIALS SHALLWITH THE K PROTOCOL SUBMITTED WITH E BY WALK OF CONDITIONSRANDCE THE YARMOUTH CONSERVATION NOTICEEOF INNDN RESULTING ORD S DIRECTED AUTHORITIES. 5. ALL WORK SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL THE SHEET PILING MAY BE OTTOM.HALL BE DRIVEN BY A SMALL ON THE SIDE OF THEBCOME ACCOMPUHED BY HAND.AOR ATTNO TIME SHALLNHERWORKING B GED INDCONTACT NTHTHEETHE BOF MAP 25, PARCEL 21 ' 6. VINYL SHEETING SHALL BE SHOREGUARD SG -825, WITH 18 -FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE DEPTH WITH MINIMUM CUTTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING ECK 8 SAILING WINDS LLC P. 0. BOX 612 FULL SHALL BE CONTACTED BEFORE PROCEEDING. WARREN, MA 01083 W NED TO THEIR CTION 7 BEDISTURBED SPECTEDNBYCSHOREFRONT CONSULTINGSTRUCTION SHALL BE ANDRECEIVEAPPROVAL BEFOREUREMOVINGN EQUIPMENT WORKSEAS SHALL 0 0 FROM THE SITE. 0 AND WORK SITE HALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION 0 DECK m 8. THE ACCESS ROUTE CONTOURS AND CONDITIONS. WALK} z SHALL 013TAIN A COPY OF THE R OF CON IITI NS IS UED FOR THE PROJECT BY THE NE) 9. HE COUN7RACONSERVATIONOR COMMISSION THE o� 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. �SCgpF 11. ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY. �P 0 O , \O� 12. THE EXISTING ANCHORS SHALL BE INSPECTED, PULL TESTED, EVALUATED AND RE -USED WHERE POSSIBLE NEW TIE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A ROD SECTIONS SHALL BE L CBI PROTECTIVE COATING TO PREVENT CORROSION. �\ /4 1'44 1 (HE 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. -` - AA WILL CI 145 ISLAND ST. STOUGHTON, MA 02 HELP LANE ------(PUBLIC - 40' WIDE) 10 5 11 10 20 �0 SCALE: 1'=20' ARTIFICAL TOP OF COASTAL BANK LSCSF LAND UNDER OCEAN SCALE: 1'=10' i 2•t i \ 18' LONG MIN. Y4 PROPOSED ' THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL I ANCHORS; 6' SPACING, (TYI 1� 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL �, 422 SCALE: 1'=2' TOP OF WALL, EL 6.4' NAVD88. MAXIMUM UNBALANCED FILL= 12 FEET TO MUDUNE. 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. EXISTING GRADE PROPOSED CONT. P.T. 2' X 6' BACK WALE EXCAVATE TO FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2'4 CHANCE HELICAL SCREW ANCHOR TYPE SS5 Of 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 PROPOSED TIMBER CAP; SEE DETAIL (AW -1500 ALUMINUM CAP OPTIONAL) PROPOSED CONT. GREENHEART 8' X 8' ANCHOR WALE (WB -6 ALUMINUM WALE OPTIONAL) -1' DOCK WASHERS 1'4 THREADED ROD ADAPTER EXISTING GRADE �V \ PROPOSED SHOREGUARD SG 825 VINYL SHEETING, 18 FEET LONG MIN. 2.5 Q 2.5 5 10 SCALE: 1"=5' LOCUS YARMOUTH, MA NOT FOR STRUCTURAL SURVEY NOTES: El KEY MAP 1" = 800' S� LEGEND - Mf' MEAN HIGH WATER MLW MEAN LOW WATER -2- ELEVATION CONTOUR PROPERTY LINE 1. RECORD OWNER: SAILING WINDS LLC P.O. BOX 612 WARREN, MA. 01083 DEED BOOK 27995 PG. 298 PLAN BOOK 181 PG. 125 2. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 21, 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 UE 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 WILL NOT BE SUBJECT TO MESA REVIEW. I ImimiWA EM mmrm 111FAVI laml iff OVA! iffAi � tf r PLAN SHO G ROPOSED BULKHEAD RE STRUCTION SC -69 SME AS SHOWN 417/16 mi PROPOSED SHOREGUARD �� `,. Ilk, C�Mrl 2212 cvAnmw EG \ 18' LONG MIN. Y4 PROPOSED ' THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL I ANCHORS; 6' SPACING, (TYI 1� 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL �, 422 SCALE: 1'=2' TOP OF WALL, EL 6.4' NAVD88. MAXIMUM UNBALANCED FILL= 12 FEET TO MUDUNE. 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. EXISTING GRADE PROPOSED CONT. P.T. 2' X 6' BACK WALE EXCAVATE TO FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2'4 CHANCE HELICAL SCREW ANCHOR TYPE SS5 Of 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 PROPOSED TIMBER CAP; SEE DETAIL (AW -1500 ALUMINUM CAP OPTIONAL) PROPOSED CONT. GREENHEART 8' X 8' ANCHOR WALE (WB -6 ALUMINUM WALE OPTIONAL) -1' DOCK WASHERS 1'4 THREADED ROD ADAPTER EXISTING GRADE �V \ PROPOSED SHOREGUARD SG 825 VINYL SHEETING, 18 FEET LONG MIN. 2.5 Q 2.5 5 10 SCALE: 1"=5' LOCUS YARMOUTH, MA NOT FOR STRUCTURAL SURVEY NOTES: El KEY MAP 1" = 800' S� LEGEND - Mf' MEAN HIGH WATER MLW MEAN LOW WATER -2- ELEVATION CONTOUR PROPERTY LINE 1. RECORD OWNER: SAILING WINDS LLC P.O. BOX 612 WARREN, MA. 01083 DEED BOOK 27995 PG. 298 PLAN BOOK 181 PG. 125 2. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 21, 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 UE 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 WILL NOT BE SUBJECT TO MESA REVIEW. � tf PLAN SHO G ROPOSED BULKHEAD RE STRUCTION SC -69 SME AS SHOWN 417/16 Paan.? SAIL WINDS LLC 8 KELP LANE YARMOUTH, MA. DR Bf MCB cvAnmw EG KELP LME -DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM C-1 11 -OF SHEM