HomeMy WebLinkAbout12 Swordfish Drive - Bulkhead Repair 2ASSESSOR'S MAP 25 PARCEL 13
16 SWORDFISH DRIVE
N
RALPH K TOMASIAN
PAMELA W MYERS
16 SWORDFISH DR
SO YARMOUTH, MA 02664
REMOVED AND(REPLACED LIMIT -� _ r r r ►EXISTING TO BE r ,
EXISTING TIMBER BULKHEAD.
A.H.T. EL 2.1 1
r r r
r r
r M.H.W. EL 1.8
1 -1 �- �
0
M.LW. EL -1.1
iA
r r
1
O
o, r
X .2
1
�
DpSDNG 2.2
11fi X
1]
1
(SHOREGUARD
®
LANDING • '
!
-4.8 °.
PARKER'S RIVER !
r m
. _...,
`
1
1
X 5.2
1
p
!
pp5D1lG TIMBER
!
OF WALL EL 6.5' N.G.V.D.
1 r
f .r-
REED
e
-3.5 a`
!
S P
h
I
D OPPOSITE SHORELINE e
i
1
2
7 i
NO SCALE
e
F
1
Z
e
F°
6'x 6' GREENHEART
ANCHOR WALE
L
♦
ASSESSOR'S MAP 25 PARCEL 13
16 SWORDFISH DRIVE
N
RALPH K TOMASIAN
PAMELA W MYERS
16 SWORDFISH DR
SO YARMOUTH, MA 02664
REMOVED AND(REPLACED LIMIT -� _ r r r ►EXISTING TO BE r ,
EXISTING TIMBER BULKHEAD.
FLOOD NOTE:
r r r
r r
.._-,
1 -1 �- �
0
REPLACED INS AME FOOT
iA
r r
1
o, r
X .2
PRINT WITH VINYL SHEETINGr
CL9000 OR
r �'
of 500605,080 r
DpSDNG 2.2
11fi X
1]
LOW$ +'
(SHOREGUARD
®
LANDING • '
�p
eI �
EQUAL)
,,go
r m
. _...,
`
SWORDFISH DR
B
�LK1i
X 5.2
p
pp5D1lG TIMBER
X 5.2 X 5.8tFDG
OF WALL EL 6.5' N.G.V.D.
1 r
f .r-
REED
iND REG
S P
-3.2
i
f ;
KEY MAP
7 i
NO SCALE
1
MUOUNE -2.6
MHW EL 1.8
6'x 6' -
GREENHEART
BOTTOM WALE
MLW -1.1
REMAIN)
V MIN. EMBEDMENT
FOR
PROPOSED 1'
THICK x P U
WELD
`H;x6.
GREENHEART
MIDDLE WALE .
TI
a .. IIF
CL -9000 VINYL EETING 18'
MIN. LENGTH
PROPOSED 3'x W PT BACK WALE
(THRU-BOLT 2' D.C.) WITH 3/4' HARDWARE
EMBEDMENT WITH 1B' SH',
RED. CONTACT ENGINEER
;H WELD CONNECTION. EACH TIE -B,
DEVELOP 11 KIPS MINIMUM.
R/DEADMAN SIZE AND TYPE SHALL
SECTION A -A
SCALE 1":2'
ASSESSOR'S MAP 25 PARCEL 15
8 SWORDFISH DRIVE
N
LINDA M AL1
FAISAL I ALI
47 ANTHONY RD
DALTON, MA 01226
6000
BUFFER
_r r/
00000
-- 0.000050�� too BUFFER
�os
owspoto
l
SWORDFISH DRIVE PLAN
10 5 0 10
1 inch a 10 fL
30
COASTAL
ENGINEERING
COMPANY, INC.
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Far. 508.255.6700
m
v0lp
s�
r NANTUCKET
SOUND
PLAN REFERENCES:
0
ASSESSORS MAP 25, PARCEL 14 5
FLOOD NOTE:
VARIESPROPOSED
3'x 8' PT BACK WALE
F(TH1U-BOLT
1
GENERAL NOTES:
2' O.C.) WITH 3/4' HARDWARE
EXISTING
3'X10' CAP
FLOOD ZONE Al2 (EL 12) AS SHOWN ON
LGRADE(2)
(VARIES)
HE PLANTTOP
FEMA FIRM PANEL #250015 0006D
OF WALL EL 6.5' N.G.V.D.
iND REG
REVISED JULY 2, 1992
2. THE EXISTING TIMBER BULKHEAD IS PERMITTED UNDER CHAPTER 91 WATERWAYS'UCENSE (#6075) FROM THE
6'x 6' GREENHEART
ANCHOR WALE
i
EiiSTING TIE BACK TO BE,
.
i?0
3. SUPPLY MATERIAL, EQUIPMENT AND LABOR TO INSTALL THE PROPOSED WORK ALONG THE SHOREFRONT AS
Bf:OKEN AT INTERSECTION
OF':PROPOSED,TIE BACK .
DESCRIBED AND SHOWN ON THE PLAN AND DETAILS.
ELEVATIONS SHOWN HEREON ARE BASED
AMD WELDED TOGETHER
WIT -1 IN 1' WELD
ON THE NATIONAL GEODETIC VERTICAL
4. PERFORMANCE OF THE WORK SHALL BE IN COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND ORDER OF
DATUM 1929 (NGVD 1929)
RM
CONDITIONS ISSUED BY THE YARMOUTH CONSERVATION COMMISSION FOR THE REFERENCED PROJECT AND AS
DESCRIBED BELOW.
z
,
MUOUNE -2.6
MHW EL 1.8
6'x 6' -
GREENHEART
BOTTOM WALE
MLW -1.1
REMAIN)
V MIN. EMBEDMENT
FOR
PROPOSED 1'
THICK x P U
WELD
`H;x6.
GREENHEART
MIDDLE WALE .
TI
a .. IIF
CL -9000 VINYL EETING 18'
MIN. LENGTH
PROPOSED 3'x W PT BACK WALE
(THRU-BOLT 2' D.C.) WITH 3/4' HARDWARE
EMBEDMENT WITH 1B' SH',
RED. CONTACT ENGINEER
;H WELD CONNECTION. EACH TIE -B,
DEVELOP 11 KIPS MINIMUM.
R/DEADMAN SIZE AND TYPE SHALL
SECTION A -A
SCALE 1":2'
ASSESSOR'S MAP 25 PARCEL 15
8 SWORDFISH DRIVE
N
LINDA M AL1
FAISAL I ALI
47 ANTHONY RD
DALTON, MA 01226
6000
BUFFER
_r r/
00000
-- 0.000050�� too BUFFER
�os
owspoto
l
SWORDFISH DRIVE PLAN
10 5 0 10
1 inch a 10 fL
30
COASTAL
ENGINEERING
COMPANY, INC.
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Far. 508.255.6700
m
v0lp
s�
r NANTUCKET
SOUND
PLAN REFERENCES:
0
ASSESSORS MAP 25, PARCEL 14 5
8'f
3/4' THRU BOLT 0 2' O.C. FOR
SHOREGUARD ANCHOR WALE (COUNTERSUNK)
CL-9DD:1 VINYL
SHEETING, E; FEET
LONG �--- 2't O.C. --�
,
I 'I II
10' II II .I
T u n
T IP
1'X V WELD TO
ATTACH PROPO!
Ill ANCHOR TIE RODS 1-1/2' MIN. DIA. TIE ROD TO EXI'.
I 0 8'f O.C.
UIQANCHOR FORCE = 11 KIPS MM.
II TO BE WELDED TO EXISTING TIE ROD
II
BULKHEAD DETAIL:
NOT TO SCALE
10'
(MIN.)
EXISTING PILE
(TO REMAIN)
r- GREENHEART ANCHOR
WALE 6'X 6'
3'X 8' BACK WALE
FE9 212012
HEALTH DEPT.
w
W
O
�a
w a
U O
a C
R h
SCALE
AS NOTED
DRAWING FILE
C17657.dwg
DATE
11-30-11
DRAWNBY
RES
CHECKEDBY
0
N
V
3..
OF t SHEETS
o PROJECT NO. (✓'17657.00
U
FLOOD NOTE:
1
GENERAL NOTES:
FLOOD ZONE Al2 (EL 12) AS SHOWN ON
1. THE PURPOSE OF THIS PROJECT IS TO RECONSTRUCT AN EXISTING FAILED TIM3E- BULKHEAD.
FEMA FIRM PANEL #250015 0006D
REVISED JULY 2, 1992
2. THE EXISTING TIMBER BULKHEAD IS PERMITTED UNDER CHAPTER 91 WATERWAYS'UCENSE (#6075) FROM THE
DEPARTMENT OF PUBLIC WORKS. THE BULKHEAD WILL BE RECONSTRUCTED IN THE EXISTING FOOTPRINT.
DATUM NOTE:
3. SUPPLY MATERIAL, EQUIPMENT AND LABOR TO INSTALL THE PROPOSED WORK ALONG THE SHOREFRONT AS
DESCRIBED AND SHOWN ON THE PLAN AND DETAILS.
ELEVATIONS SHOWN HEREON ARE BASED
ON THE NATIONAL GEODETIC VERTICAL
4. PERFORMANCE OF THE WORK SHALL BE IN COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND ORDER OF
DATUM 1929 (NGVD 1929)
CONDITIONS ISSUED BY THE YARMOUTH CONSERVATION COMMISSION FOR THE REFERENCED PROJECT AND AS
DESCRIBED BELOW.
a
5. ACCESS TO BE FROM THE UPLAND OF THE APPLICANT'S PROPERTY. STAGING AREA FOR MATERIALS TO BE IN
DRIVEWAY.
z
6. METAL TO BE HOT DIPPED GALVANIZED 'AFTER FABRICATION.
SEAL
7. SHEETING MATERIAL SHALL BE SHOREGUARD CL -9000. MINIMUM SHEETING LENGTH SHALL BE 18'.
i OF sgyc
8. THE EXISTING ANCHOR SYSTEM WILL BE UTILIZED. THE EXISTING TIE BACKS WI1 BE BROKEN AT A POINT
/ o OWSKI
DETERMINED IN THE FIELD, AND THEN SHALL BE WELDED TO PROPOSED 1-1/2" DIAIIETER TIE RODS MINIMUM. THE
o
145 N
PROPOSED WALL REPLACEMENT IS DESIGNED FOR 8' EXPOSURE. THE ANCHOR FORCE IS 11 KIPS. ANCHORS SHALL BE
b PF
FFss
TENSIONED TO CALCULATED ANCHOR FORCE MINIMUM THEN BACKED OFF AS NECES9RY TO STPAIGHTEN. WALL
ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF MINIMUM DESIGN SPECIFICATIONS CW NOT BE ATTAINED. A TORQUE LOG
oNn1
E
SHALL BE KEPT BY CONTRACTOR DURING INSTALLATION OF ANCHORS AND GIVEN TO 'ENGINEER AT COMMENCEMENT OF
INSTALLATION. A PULL TEST SHALL ALSO BE IMPLEMENTED AND WITNESSED BY ENJINEER.
9. CONSTRUCTION DETAILS TO BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTOJ.
10. DISTURBED AREAS TO BE REVEGETATED TO MATCH PRE -CONSTRUCTION CONDTIONS.
x
11. CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY EPIGINEEP. AFI ANY DISCREPANCIES PRIOR TO
O
CONSTRUCTION.
12. ANY CHANGES TO ANCHORS AND SPECIFICATIONS SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO
IMPLEMENTATION.
^
0
8'f
3/4' THRU BOLT 0 2' O.C. FOR
SHOREGUARD ANCHOR WALE (COUNTERSUNK)
CL-9DD:1 VINYL
SHEETING, E; FEET
LONG �--- 2't O.C. --�
,
I 'I II
10' II II .I
T u n
T IP
1'X V WELD TO
ATTACH PROPO!
Ill ANCHOR TIE RODS 1-1/2' MIN. DIA. TIE ROD TO EXI'.
I 0 8'f O.C.
UIQANCHOR FORCE = 11 KIPS MM.
II TO BE WELDED TO EXISTING TIE ROD
II
BULKHEAD DETAIL:
NOT TO SCALE
10'
(MIN.)
EXISTING PILE
(TO REMAIN)
r- GREENHEART ANCHOR
WALE 6'X 6'
3'X 8' BACK WALE
FE9 212012
HEALTH DEPT.
w
W
O
�a
w a
U O
a C
R h
SCALE
AS NOTED
DRAWING FILE
C17657.dwg
DATE
11-30-11
DRAWNBY
RES
CHECKEDBY
0
N
V
3..
OF t SHEETS
o PROJECT NO. (✓'17657.00
U