HomeMy WebLinkAbout83-2058 - Bulkhead Reconstruction003PARKERS
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MAP 25
PARCEL 14
FLOOD /
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MAP 25, PARCEL 14
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ALLAN Y.
32 LEDGEWOODN D
WESTON, MA 02493
CONSTRUCTION NOTES: N
/ N 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION
POSED 12' RETURNS INFORMATION AS NEEDED. w E
1'P., BELOW GRADE) A 2.SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD IN THE SAME FOOTPRINT OF 4$
EX. BULKHEAD
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SE83-318 W E THE FAILING TIMBER BULKHEAD, AND RAISE THE HEIGHT TO 7' NAVD88. THE NEW BULKHEAD SHALL s
HAVE 12 -FOOT RETURNS OR AS APPROVED BY APPLICANT. APPROXIMATELY 501 CUBIC YARDS OF CLEAN
EXISTING 100'1 TIMBER FILL SHALL BE BROUGHT ON SITE TO FILL THE AREA BEHIND THE NEW WALL TO ELEVATION 6.5' NAVD88. THE
BULKHEAD; RECONSTRUCT IN DEQE LIC x=813 / EXISTING TIMBER LANDING SHALL BE TEMPORARILY REMOVED AND REPLACED. THE EXISTING PILES CAN REMAIN TO
SAME FOOTPRINT (SEE DETAILS)
PROVIDE FALSE WORK FOR THE NEW SHEETING.
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--_4-------^\ 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY AND FROM A WORKING BARGE. EQUIPMENT
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=_�-- SHALL BE STORED ON THE APPLICANTS PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARN TO
--_ N85_g_10"�i �-�/3� --_ BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE.
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1
THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE BULKHEAD.
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DEPTH WITH MINIMUM CUTTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE
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EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE
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;PROPOSED FILL
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�_�LANDSCAPE�
NOTICE OF INTENT, TH E RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION
AUTHORITIES.
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PARCEL 16
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MAP 25, PARCEL 15 SHOWER
LINDA M.
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5.
ALL WORK SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL THE SHEET PILING MAY BE
ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL
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DRIVEN BY A SMALL EXCAVATOR ON THE LANDWARD SIDE OF THE BULKHEAD. THE REMAINDER OF WORK SHALL BE
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ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE BOTTOM.
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47 ANTHONY RD
6
VINYL SHEETING SHALL BE SHOREGUARD SG -625 WITH 15 -FOOT LONG SHEETS AND SHALL BE DRIVEN TO THE FULL
SWORDFISH DRIVE
(PUBLIC - 40' WIDE)
SITE PLAN (PROPOSED)
1P 5 4 10 20 v
mommmmmmmmmi
SCALE 1"=20'
The Order of Conditions
requires a 2ft stone buffer
along the bulkhead
AR11FICAL TOP OF
COASTAL BAN
LSCSF LAND UNDER OCEAN
EXISTING BULKHEAD (TO BE REMOVED)
PROPOSED GRADE EL 6.5' 1 PROPOSED NEW VINYL BULKHEAD
(APPROX. 501 CU. YDS.) f T.O.W. = 7.0' NAVD88 (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/ X' GALV.
BOLTS 0 3' O.C. (TYP)
OREGUARD SG 625
ETING (TYP)
BULKHEAD CAP DETAIL
5 Q 1 4
SCALE: 1"=2'
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+ + N +
H: 1,01, I SECTION A -A (ELEVATION
5 4 5 10 20
SCALE: 1"=10'
2" X 6' BACK WALE
PROPOSED SHOREGUARD
625 VINYL SHEETING,
15' LONG MIN.
PROPOSED �" THRU-BOLTS;
2' O.C. (TYP)
PROPOSED CHANCE HELICAL
ANCHORS; 6' SPACING, (TYI I
6' MAX. (USE EXISTING DEADMAN PREFERRED) }�
BULKHEAD PLAN VIEW DETAIL
4 1 ? 4
SCALE: 1"=2'
TOP OF WALL, EL 7' NAVD88.
MAXIMUM UNBALANCED FILL = 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 %" 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
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
100 THREADED
ROD ADAPTER
/ I � EXISTING GRADE -`
PROPOSED SHOREGUARD
SG 625 VINYL SHEETING,
15 FEET LONG (MIN).
BULKHEAD ELEVATION DETAIL 2.m, 4 25 10
SCALE: 1"=5
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1
0 7��
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DEPTH WITH MINIMUM CUTTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE
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MAP 25,
CONTACTED BEFORE PROCEEDING.
_
PARCEL 16
MAP 25, PARCEL 15 SHOWER
LINDA M.
/
N7.
MARIO M.
ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL
& FAISAL L ALI
MONTANILE
WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT
0
47 ANTHONY RD
USA BARTON
FROM THE SITE.
00
10
DALTON, MA 0122611
ROMANS ROAD
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Q
WINDHAM, NH 03087
8.
THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLETHE PRE -CONSTRUCTION
08
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CONTOURS AND CONDITIONS.
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9.
THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE
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YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK.
WALK
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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.
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11.
ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL REMOVED IMMEDIATELY.
12.
THE EXISTING ANCHORS SHALL BE INSPECTED, PULL TESTED, EVALUATED AND RE -USED WHERE POSSIBLE. NEW TIE
MAP 25
ROD SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A
PARCEL 16
PROTECTIVE COATING TO PREVENT CORROSION.
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13.
REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED.
2't
100.00'
1.
_
A
S85'39'10"E --
_I
8' X 8" GREENHEART ANCHOR WALE
Al
OR UC -6 STR COMPOSITE WALE (OPTIONAL)
4
SWORDFISH DRIVE
(PUBLIC - 40' WIDE)
SITE PLAN (PROPOSED)
1P 5 4 10 20 v
mommmmmmmmmi
SCALE 1"=20'
The Order of Conditions
requires a 2ft stone buffer
along the bulkhead
AR11FICAL TOP OF
COASTAL BAN
LSCSF LAND UNDER OCEAN
EXISTING BULKHEAD (TO BE REMOVED)
PROPOSED GRADE EL 6.5' 1 PROPOSED NEW VINYL BULKHEAD
(APPROX. 501 CU. YDS.) f T.O.W. = 7.0' NAVD88 (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/ X' GALV.
BOLTS 0 3' O.C. (TYP)
OREGUARD SG 625
ETING (TYP)
BULKHEAD CAP DETAIL
5 Q 1 4
SCALE: 1"=2'
���•IA'• w� van1.:��zaa �01�
n�
■��a36�IP.(�ir;•U�l�
n
0LO 0
O
+ + N +
H: 1,01, I SECTION A -A (ELEVATION
5 4 5 10 20
SCALE: 1"=10'
2" X 6' BACK WALE
PROPOSED SHOREGUARD
625 VINYL SHEETING,
15' LONG MIN.
PROPOSED �" THRU-BOLTS;
2' O.C. (TYP)
PROPOSED CHANCE HELICAL
ANCHORS; 6' SPACING, (TYI I
6' MAX. (USE EXISTING DEADMAN PREFERRED) }�
BULKHEAD PLAN VIEW DETAIL
4 1 ? 4
SCALE: 1"=2'
TOP OF WALL, EL 7' NAVD88.
MAXIMUM UNBALANCED FILL = 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 %" 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
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
100 THREADED
ROD ADAPTER
/ I � EXISTING GRADE -`
PROPOSED SHOREGUARD
SG 625 VINYL SHEETING,
15 FEET LONG (MIN).
BULKHEAD ELEVATION DETAIL 2.m, 4 25 10
SCALE: 1"=5
ROM
YARMOUTH, MA KEY N
1"=8C
�+OF - LEGE
H. MHW
e Ems. $RI S MLW
OtkirovEl° —2
—
NOT FOR STRUCTURAL ----------
SURVEY NOTES: -
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RECORD OWNER:
LI LINDA M.
FAISAL I. ,
7 ANTHONY ROAD
ALTON, MA. 01226
=ED BOOK 13394 PG. 300
.AN BOOK 181 PG. 125
PROPERTY IS SHOWN ON ASSESSORS MAP
SPEARS TO LIE WITHIN THE RESIDENTIAL 25 1
YARMOUTH ZONING MAP.
PROPERTY LINES SHOWN WERE DERIVED FF
JRVEY CONDUCTED DECEMBER 2015, LINES 0
)UND MONUMENTATION.
ORIGIN OF BEARINGS IS PLAN BOOK 181 P
1E BARNSTABLE COUNTY REGISTRY OF DEED'_
ORIGIN OF ELEVATIONS ARE BASED ON FIR
.EVATION 7.48' NGVD, CONVERTED TO NAVD
PARCEL APPEARS TO LIE WITHIN THE AE
:L=12') FLOOD ZONES PER FlRM MAP 25001
-VISED JULY 16, 2014 AS SHOWN ON THE FE
EXISTING CONDITIONS SHOWN HEREON WER
1E GROUND SURVEY CONDUCTED IN DECEMBE
)16, AND FROM PLANS ON RECORD AT THE I
GISTRY OF DEEDS.
SURVEYOR HAS MADE NO INVESTIGATION C
)R EASEMENTS OF RECORD, ENCUMBRANCES,
)VENANTS,OWNERSHIP TITLE EVIDENCE, OR Al
V ACCURATE AND CURRENT TITLE SEARCH M
NONE OF THE PROPOSED WORK ARE LOCA
)UNDARY AND THEREFORE WILL NOT BE SUB
1 :4/3/16 REVISED TO RECONSTRUCT IN SAME FO
W. DATE REVISION
SHM TO
PLAN SHOWING PROPOSED
BULKHEAD RECONSTRUCTIO
RRo.Ecr
LI
8 SWORDFISHDRIVJEAL O(. LINDA AYARMO
SHOREFRONT CONSULTI�
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
W W W.SHOREFRON TCONSULTING.COM
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KELP �
ROM
YARMOUTH, MA KEY N
1"=8C
�+OF - LEGE
H. MHW
e Ems. $RI S MLW
OtkirovEl° —2
—
NOT FOR STRUCTURAL ----------
SURVEY NOTES: -
r.:.. t
RECORD OWNER:
LI LINDA M.
FAISAL I. ,
7 ANTHONY ROAD
ALTON, MA. 01226
=ED BOOK 13394 PG. 300
.AN BOOK 181 PG. 125
PROPERTY IS SHOWN ON ASSESSORS MAP
SPEARS TO LIE WITHIN THE RESIDENTIAL 25 1
YARMOUTH ZONING MAP.
PROPERTY LINES SHOWN WERE DERIVED FF
JRVEY CONDUCTED DECEMBER 2015, LINES 0
)UND MONUMENTATION.
ORIGIN OF BEARINGS IS PLAN BOOK 181 P
1E BARNSTABLE COUNTY REGISTRY OF DEED'_
ORIGIN OF ELEVATIONS ARE BASED ON FIR
.EVATION 7.48' NGVD, CONVERTED TO NAVD
PARCEL APPEARS TO LIE WITHIN THE AE
:L=12') FLOOD ZONES PER FlRM MAP 25001
-VISED JULY 16, 2014 AS SHOWN ON THE FE
EXISTING CONDITIONS SHOWN HEREON WER
1E GROUND SURVEY CONDUCTED IN DECEMBE
)16, AND FROM PLANS ON RECORD AT THE I
GISTRY OF DEEDS.
SURVEYOR HAS MADE NO INVESTIGATION C
)R EASEMENTS OF RECORD, ENCUMBRANCES,
)VENANTS,OWNERSHIP TITLE EVIDENCE, OR Al
V ACCURATE AND CURRENT TITLE SEARCH M
NONE OF THE PROPOSED WORK ARE LOCA
)UNDARY AND THEREFORE WILL NOT BE SUB
1 :4/3/16 REVISED TO RECONSTRUCT IN SAME FO
W. DATE REVISION
SHM TO
PLAN SHOWING PROPOSED
BULKHEAD RECONSTRUCTIO
RRo.Ecr
LI
8 SWORDFISHDRIVJEAL O(. LINDA AYARMO
SHOREFRONT CONSULTI�
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
W W W.SHOREFRON TCONSULTING.COM