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Home My WebLink About83-2058 - Bulkhead Reconstruction0 PARKERS RIVER (TIDAL) FLOOD / EBB / / /Q 2 0 I i N PROPOSED 12' RETURNS ; I (TYP., BELOW GRADE) PROPOSED YDO't VINYL EX. BULKHEAD / W E SE83-318 BULKHEAD, SEE DETAIL) DEQE LIC #81.3 Q \ / I0 0 #12 f o 0 C5 � O o '- MAP 25 PARCEL 14 MAP 25, PARCEL 14 N ALLAN Y. WANG 32 LEDGEWOOD RD. WESTON, MA 02493 --------------- --@---_�____---�-5 N85 Q'10"W I .,. E OPOSD FILL; / DSCA . ! LANPE �\ .: y'!.,' ——Y1ry',...-�Fy.., �'f"f�.`^{j.•./1�`•.�^ A...a +6h Lw VHC '�..i:tb wti.j -^�,ir :tc.a•. . I L–� �— L MAP 25, PARCEL 15� SHOWER LINDA M. & FAISAL 1. ALI 47 ANTHONY RD DALTON, MA 01226 100.00' 585"39'10"E SWORDFISH DRIVE (PUBLIC - 40' k1DE) SITE PLAN (PROPOSED) 10 � Q 10 20 40 SCALE: 1"=20' EXISTING BULKHEAD (TO REM PROPOSED GRADE EL 6.5' (APPROX. 50t CU. YDS.) EXISTING PILES (TO REMAIN) PROPOSED NEW MNYL BULKHEAD /TO.W. = 7.0' NAVD88 (SEE DETAIL) MAP 25 PARCEL 16 (2) 3" X 8" P.T. CAP; W/ 74' GALV. BOLTS ® 3' O.C. (TYP) )r GALV. LAG BOLTS ® 3' O.C. (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) (2) 3- X 6- P.T. CAP SUPPORTS; W/ Y2" GALV. BOLTS @ 3' O.C. (TYP) SHOREGUARD SG 625 SHEETING (TYP) BULKHEAD CAP DETAIL Q 1 2r_ 4 SCALE: 1"=2' , —10 —12 _ —14 O + (o O+ ( O 1 O SECTION A -A (ELEVATION) H: 1 "=1' 5 Q 5 10 20 SCALE: 1"=10' (CONSTRUCTION NOTES: N 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. WE 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD DIRECTLY IN FRONT OF THE FAILING TIMBER BULKHEAD, AND RAISE THE HEIGHT TO 7' NAVD88. THE NEW BULKHEAD SHALL HAVE 12 -FOOT g RETURNS OR AS APPROVED BY APPLICANT. APPROXIMATELY 50 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 EXISTING TIMBER LANDING SHALL BE TEMPORARILY REMOVED AND REPLACED. 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 ACT SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONT WITH THE BOTTOM. 6. VINYL SHEETING SHALL BE SHOREGUARD SG -625, WITH 15 -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 SITE. . THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS. . 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. 0. 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 PE ROD SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE COATING TO PREVENT CORROSION. 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. 2't 8" X S" n GREENHEARTA ANCHOR WALE OR UC -611 STR COMPOSITE II WALE (OPTIONAL) 2' X 6' 11 BACK WALE I I —j PROPOSED SHOREGUARD 625 MNYL SHEETING, 15' LONG MIN. PROPOSED N4" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYF _ I 6' MAX. (USE EXISTING DEADMAN PREFERRED) --�{ BULKHEAD PLAN VIEW DETAIL TOP OF WALL, EL 7' NAVD88. MAXIMUM UNBALANCED FlLL = 10 FEET TO MUDUNE. 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 1/2'4 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1V 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 SCALE: 1"=2' PROPOSED TIMBER CAP; SEE DETAIL (AW -1075 ALUMINUM CAP OPTIONAL) PROPOSED CONT. GREENHEART 8" X 8" ANCHOR WALE (UC -6 STR COMPOSITE WALE OPTIONAL) — 1" DOCK WASHERS 1"0 THREADED ROD ADAPTER EXISTING GRADE" y PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 15 FEET LONG (MIN). BULKHEAD ELEVA TION DETAIL 2,5 Q 2;5 10 SCALE: 1"=5' w S i MAP 25, PARCEL 16 / DE 2 7 12E �� N/F MARIO V(Ek-P PA M. MONTANILE SHM ME PLAN SHOWING PR OSED BULKHEAD RECON RUCTI0 PFa= NO. S0-74 "~Y AS SHOWN USA BARTON PfOJ�' FAISAL& INDA i 8 SWORDFISH DRIVE YARMOUTH, MA DRAWN fff MCB CHECKED Sy EG 11 ROMANS ROAD SHOREFIR GT CO �TULTING 290 DENNISPORT, . 02639 (508) 28 -8046 SHOREFRO TCONSULTING.COM C-1 — w WINDHAM, NH 03087 o0 o o N � #2 EXISTING PILES (TO REMAIN) PROPOSED NEW MNYL BULKHEAD /TO.W. = 7.0' NAVD88 (SEE DETAIL) MAP 25 PARCEL 16 (2) 3" X 8" P.T. CAP; W/ 74' GALV. BOLTS ® 3' O.C. (TYP) )r GALV. LAG BOLTS ® 3' O.C. (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) (2) 3- X 6- P.T. CAP SUPPORTS; W/ Y2" GALV. BOLTS @ 3' O.C. (TYP) SHOREGUARD SG 625 SHEETING (TYP) BULKHEAD CAP DETAIL Q 1 2r_ 4 SCALE: 1"=2' , —10 —12 _ —14 O + (o O+ ( O 1 O SECTION A -A (ELEVATION) H: 1 "=1' 5 Q 5 10 20 SCALE: 1"=10' (CONSTRUCTION NOTES: N 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. WE 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD DIRECTLY IN FRONT OF THE FAILING TIMBER BULKHEAD, AND RAISE THE HEIGHT TO 7' NAVD88. THE NEW BULKHEAD SHALL HAVE 12 -FOOT g RETURNS OR AS APPROVED BY APPLICANT. APPROXIMATELY 50 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 EXISTING TIMBER LANDING SHALL BE TEMPORARILY REMOVED AND REPLACED. 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 ACT SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONT WITH THE BOTTOM. 6. VINYL SHEETING SHALL BE SHOREGUARD SG -625, WITH 15 -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 SITE. . THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS. . 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. 0. 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 PE ROD SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE COATING TO PREVENT CORROSION. 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. 2't 8" X S" n GREENHEARTA ANCHOR WALE OR UC -611 STR COMPOSITE II WALE (OPTIONAL) 2' X 6' 11 BACK WALE I I —j PROPOSED SHOREGUARD 625 MNYL SHEETING, 15' LONG MIN. PROPOSED N4" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYF _ I 6' MAX. (USE EXISTING DEADMAN PREFERRED) --�{ BULKHEAD PLAN VIEW DETAIL TOP OF WALL, EL 7' NAVD88. MAXIMUM UNBALANCED FlLL = 10 FEET TO MUDUNE. 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 1/2'4 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1V 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 SCALE: 1"=2' PROPOSED TIMBER CAP; SEE DETAIL (AW -1075 ALUMINUM CAP OPTIONAL) PROPOSED CONT. GREENHEART 8" X 8" ANCHOR WALE (UC -6 STR COMPOSITE WALE OPTIONAL) — 1" DOCK WASHERS 1"0 THREADED ROD ADAPTER EXISTING GRADE" y PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 15 FEET LONG (MIN). BULKHEAD ELEVA TION DETAIL 2,5 Q 2;5 10 SCALE: 1"=5' LOCUS YARMOUTH, MA NOT FOR STRUCTURAL SURVEY NOTES: kNI KEY MAP 1" = 800' S� LEGEND �MHW MEAN HIGH WATER MLW MEAN LOW WATER —2— ELEVATION CONTOUR PROPERTY LINE 1. RECORD OWNER: ALJ LINDA M. AU FAISAL L. 47 ANTHONY ROAD DALTON, MA. 01226 DEED BOOK 13394 PG. 300 PLAN BOOK 181 PG. 125 2. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 15, 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, UST 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 ME�A AEVIEW. ,133 v y DE 2 7 12E �� -A V(Ek-P PA LOCUS YARMOUTH, MA NOT FOR STRUCTURAL SURVEY NOTES: kNI KEY MAP 1" = 800' S� LEGEND �MHW MEAN HIGH WATER MLW MEAN LOW WATER —2— ELEVATION CONTOUR PROPERTY LINE 1. RECORD OWNER: ALJ LINDA M. AU FAISAL L. 47 ANTHONY ROAD DALTON, MA. 01226 DEED BOOK 13394 PG. 300 PLAN BOOK 181 PG. 125 2. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 15, 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, UST 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 ME�A AEVIEW. r, - .NIS SHM ME PLAN SHOWING PR OSED BULKHEAD RECON RUCTI0 PFa= NO. S0-74 "~Y AS SHOWN DATE 4/17/16 PfOJ�' FAISAL& INDA i 8 SWORDFISH DRIVE YARMOUTH, MA DRAWN fff MCB CHECKED Sy EG Dkomo "m KELP LANE.DWG SHOREFIR GT CO �TULTING 290 DENNISPORT, . 02639 (508) 28 -8046 SHOREFRO TCONSULTING.COM C-1 — r, -