HomeMy WebLinkAbout20230307 Revised Plan McCarthy Landing NOI_R1DWG Filename: mccarthy landing_prelim design.dwg Layout: coverDWG Folder Location:Friday, March 8, 2024 8:53:43 AMSHEET NUMBER
HAYWARD ROAD - MCCARTHY LANDING FACILITY
REGULATORY COMPLIANCE & IMPROVEMENTS
BARNSTABLE, MASSACHUSETTS
FEBRUARY 2024
REVISED 3/7/2024
COVER
SHEET
SHEET TITLE
Prepared by:
Foth Infrastructure & Environment, LLC
FOR PERMITTING PURPOSES ONLY
Prepared for:
Town of Barnstable, Massachusetts
1
DRAWING INDEX
SHEET NUMBER TITLE
1 COVER SHEET
2 EXISTING SITE PLAN
3 PROPOSED SITE PLAN
4 CROSS SECTIONS
5 GANGWAY ATTACHMENT DETAILS
SITE
SITE
VICINITY MAP LOCATION MAP
CENT
E
R
VI
L
L
E
RI
V
E
R
CENTERVILLE
CENTERVILLE
HARBOR
CENTERVILLE S. MAIN STCENTERVILLE
HARBOR
HAYWARD
RD
HYANNIS
OSTERVILLE
NANTUCKET
SOUND
N
EBBFLOODH
A
YW
A
R
D
R
D
.
(
P
A
V
E
D
R
O
A
DW
A
Y
)
CENTERVILLE RIVER
CENTERVILLE RIVER
C
H
A
N
N
E
L
±
-
6
'
M
L
L
W
CENTERVILLE RIVER
C
H
A
N
N
E
L
±
-
6
'
M
L
L
W
B4A4DWG Filename: mccarthy landing_prelim design.dwg Layout: ex. conditionsDWG Folder Location:Friday, March 8, 2024 8:53:44 AMPROJECT NO:
CHECKED
DESIGNED
DRAWN
SURVEYED
BY DATE
DATE OF PREPARATIONNO.BYDATEDESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE:
ISSUANCE:
FOR PERMITTING
PURPOSES ONLYREGULATORY COMPLIANCE & IMPROVEMENTSHAYWARD ROAD - MCCARTHY LANDING FACILITYCENTERVILLE, MATOWN OF BARNSTABLE123450022B032.00CEM3/7/2024ADDED FLOAT AND RECONFIGURATION ZONEAREA INFORMATION20
SCALE:
0 50 100
1" = 20'
GENERAL NOTES:
1.TOPOGRAPHIC AND BATHYMETRIC SURVEY INFORMATION SHOWN WAS
COLLECTED BY FOTH INFRASTRUCTURE & ENVIRONMENT, LLC ON 10/13/2022.
2.PROPERTY LINES AND OWNER INFORMATION SHOWN ARE APPROXIMATE AND
REPRESENTS THE MOST RECENT AVAILABLE INFORMATION FROM MASSGIS AND
TOWN OF BARNSTABLE ASSESSOR'S DATABASE AT THE TIME THIS PLAN WAS
PREPARED.
3.ELEVATIONS SHOWN ARE IN US SURVEY FEET AND REFER TO THE MEAN LOW
WATER DATUM.
4.FLOOD ZONE INFORMATION SHOWN REFLECTS FEMA FIRM 25001c0563J
EFFECTIVE DATE JULY 16, 2014.
5.PROJECT AREA SHOWN LIES ENTIRELY WITHIN LAND SUBJECT TO COASTAL
STORM FLOWAGE.
6.SHELLFISH SUITABILITY AREA LIMITS ARE BASED UPON THE MOST RECENT
AVAILABLE MASSDEP/MASSGIS INFORMATION.
7.CONTRACTOR TO MAINTAIN AND PROTECT ALL EXISTING SITE FEATURES FROM
DAMAGE DUE TO CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL REPAIR ANY
DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES AT THEIR OWN EXPENSE.
8.INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS
PERFORMED ON THE DATES SHOWN, AND CAN ONLY BE CONSIDERED AS
INDICATING THE CONDITIONS AT THAT TIME. INTERPOLATED INFORMATION
FROM BETWEEN SURVEY POINTS IS NOT GUARANTEED. DIFFERING CONDITIONS
MAY EXIST BETWEEN THE POINTS.
9.POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE DRAWINGS IS
GRANTED ONLY IN CONNECTION WITH ITS USE AS IT RELATES TO THE TITLED
PROJECT, ANY OTHER USE, REPRODUCTION OR DISCLOSURE OF THE
INFORMATION CONTAINED HEREON IS EXPRESSLY PROHIBITED WITHOUT THE
WRITTEN CONSENT OF FOTH INFRASTRUCTURE & ENVIRONMENT, LLC.
OFFSETS TAKEN FROM
VDATUM ONLINE ON 10/18/2022
FOR 41.637359N, -70.351037W
-0.25 -2.16
1.91
-1.910.00
DATUM
OFFSETS
MLLW
MLW
NAVD 880.00
2.444.35 AHTL
1.513.42 MHHW
1.183.09 MHW
2
EXISTING
CONDITIONS
SITE PLAN
MEC
CEM
MEC
10/2022
3/2023
10/2022
N
EBBFLOOD
N
EBBFLOODPROP. PIER STRUCTURAL
REPAIRS TBD
REMOVE AND
DISCARD EX.
FLOATS &
LADDER
PROP.
30' X 3.5'
GANGWAY
PROP. 3.5' X 3.5'
TRANSITION PLATE
PROP. NEW 55' X 5'
FLOATING DOCKS
REMOVE AND
DISCARD EX.
FLOAT
PROP. 8' X 5'
LANDING DOCK
PROP. 5' X 5'
LANDING
PROP. NEW 10' X 16' FLOAT
PROP. PIER LIGHTING TBD
PROP. TIMBER
PILE (TYP.)
H
A
YW
A
R
D
R
D
.
(
P
A
V
E
D
R
O
A
DW
A
Y
)
CENTERVILLE RIVER
CENTERVILLE RIVER
C
H
A
N
N
E
L
±
-
6
'
M
L
L
W
CENTERVILLE RIVER
C
H
A
N
N
E
L
±
-
6
'
M
L
L
W
ROTATE AND REUSE EX. 10' X 16' (160 SF)TIMBER HARBORMASTER
FLOAT. REPLACE DAMAGED/MISSING DECK BOARDS, TIMBER
STRINGERS, PILE GUIDE HOOPS, AND CLEATS AS NECESSARY.
PROP. NEW 22' X 5' (110 SF)
FLOATING DOCKS
PROP. TIMBER
PILE (TYP.)
4.
5
'
1
2
.
1
'
PROP. NEW 30' X 3.5'
GANGWAY
PROP. 3.5' X 3.5'
TRANSITION PLATE
RELOCATE EX. 12' X 2.67'
GANGWAY AND TIGHTEN
RAILINGS
(SEE DETAIL B/SHEET 5)
PROP NEW 38' X 8' (304 SF)
FLOATING DOCK
REPLACE DAMAGED CROSS BRACING (5), STRINGERS
(33), AND SPLIT CAPS (5). REALIGN AND SECURE
EXISTING DECK BOARDS AND CLEATS AS NECESSARY.
INSTALL TIMBER SHIMS TO REPLACE STEEL MENDING
PLATES FOR NON-BEARING STRINGERS.
REMOVE EX. LADDER
COVER EX. LEAD PILING CAPS
WITH PVC FLAT PILING CAP
(TYP. OF 34)
RELOCATE AS NOTED
REMOVE AND DISCARD
PROP. GANGWAY ATTACHMENT
(SEE DETAIL A/SHEET 5)
PROP. SOLAR DECK LIGHTING
(DOCKMATE MODEL #DE962630
OR EQUAL) (TYP. OF 28)
PROP. STAGING AREA
APPROX. 900 SF
PROPERTY LINE
EXTENDED
1
2
3
4
PROP. RECONFIGURATION ZONE
(± 3,350 SF, SEE COORDINATE TABLE)25.0' OFFSET FROM
APPROX. PROPERTYLINE EXTENSIONB4A4RECONFIGURATION ZONE COORDINATES
POINT#
1
2
3
4
NORTHING
2695069.3215
2695050.1829
2694966.1177
2694990.9516
EASTING
970335.5183
970354.6395
970294.9089
970266.3767
DWG Filename: mccarthy landing_prelim design.dwg Layout: prop site planDWG Folder Location:Friday, March 8, 2024 8:53:45 AMPROJECT NO:
CHECKED
DESIGNED
DRAWN
SURVEYED
BY DATE
DATE OF PREPARATIONNO.BYDATEDESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE:
ISSUANCE:
FOR PERMITTING
PURPOSES ONLYREGULATORY COMPLIANCE & IMPROVEMENTSHAYWARD ROAD - MCCARTHY LANDING FACILITYCENTERVILLE, MATOWN OF BARNSTABLE123450022B032.00CEM3/7/2024ADDED FLOAT AND RECONFIGURATION ZONEAREA INFORMATION20
SCALE:
0 50 100
1" = 20'
3
PROPOSED
SITE PLAN
GENERAL NOTE:
1.GANGWAY DESIGN IS BASED ON GUIDANCE PROVIDED IN "ACCESSIBLE BOATING
FACILITIES" PUBLISHED BY UNITED STATES ACCESS BOARD.
2.SEE GANGWAY ATTACHMENT DETAILS A AND B ON SHEET 5.
MEC
CEM
10/2022
2/2024
JMP 2/2024
JMP 2/2024
N
EBBFLOOD332sf 160sf 492sf
414sf 160sf 574sf
FLOAT AREA SUMMARY TABLE
DINGHY FLOATS HARBORMASTER FLOAT TOTAL
EXISTING
PROPOSED
1
1
1
-10
0
10
20
-10
0
10
20
0+00 1+00 1+35
PROP. 22' X 5' STRING OF FLOATS
PROP. TIMBER PILE Ø=12"
(CUT OFF EL. =±17', TYP.)
PROP. 3.5' X 3.5' TRANSITION
PLATE (PROJECTED)
PROP. 30' X 3.5' GANGWAY (PROJECTED)
16.4
PILE TIP EL. TBD
MIN. PROP. CLEARANCE=1.5'
PROP. 38' X 8' FLOAT
PROP. TIMBER PILE Ø=12"
(CUT OFF EL. =±9', TYP. OF 2)PROP. GANGWAY ATTACHMENT
(SEE DETAIL A/SHEET 5)
-10
0
10
20
-10
0
10
20
-1+25 -1+00 0+00
PROP. REUSE OF EX. 12' X 3.0'
GANGWAY (3' OVERLAP ON FLOAT AT
MHW)
PROP. TIMBER PILE Ø=12"
(CUT OFF EL. =±17', TYP.)
1
2.3
PROP. REUSE OF EX. 16' X 10' FLOAT
(ROTATED 90°)
PILE TIP EL. TBD
PROP. GANGWAY ATTACHMENT
(SEE DETAIL B/SHEET 5)DWG Filename: mccarthy landing_prelim design.dwg Layout: sectionsDWG Folder Location:Friday, March 8, 2024 8:53:46 AMPROJECT NO:
CHECKED
DESIGNED
DRAWN
SURVEYED
BY DATE
DATE OF PREPARATIONNO.BYDATEDESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE:
ISSUANCE:
FOR PERMITTING
PURPOSES ONLYREGULATORY COMPLIANCE & IMPROVEMENTSHAYWARD ROAD - MCCARTHY LANDING FACILITYCENTERVILLE, MATOWN OF BARNSTABLE123450022B032.00CEM3/7/2024ADDED FLOAT AND RECONFIGURATION ZONEAREA INFORMATION4
CROSS SECTIONS
MEC
CEM
10/2022
3/2023
SCALE:
0 8 20
1" = 8'
PROFILE VIEW SCALE
SCALE:
A
2
SECTION A
1" = 8'
SCALE:
B
2
SECTION B
1" = 8'
40
KM 9/2023
JG 9/2023
EXIST (5) 3x8
STRINGERS
EXIST 4X10 SPLIT CAP
EXIST 2X8 TIMBER DECK BOARDS
EXIST 10"-13" TIMBER PILES
EXIST 3X8 TIMBER CROSS BRACING
3.0±
EXIST (2) 1"Ø THRU BOLTS EA PILE
EXIST (2) 1"Ø THRU
BOLTS EA PILE
EXIST METAL MENDING
PLATES ATTACHED TO
TIMBER BLOCKING
(TYP)
EL = 6.0'±
MLW = 0.00'
MHW = 3.09'
MUDLINE ELEV VARIES
PROP. STAINLESS STEEL GANGWAY TRANSITION PLATE
REINSTALL EXISTING GANGWAY IN KIND
6.67'±
5.5'±
(2) 1"Ø GALV HIGH STRENGTH
THRU BOLTS W/NUTS &
WASHERS EA PILE
PROP. 8X8 GANGWAY SUPPORT BEAM
PROP. 4X8
MLLW = -0.25'
AHTL = 4.35'
5.5±
EXIST (5) 3x8
STRINGERS
EXIST 4X10 SPLIT CAP
PROP. 2X8 TIMBER DECK BOARDS
EXIST 10"-13" TIMBER PILES
3.0±
EXIST (2) 1"Ø THRU
BOLTS EA PILE
EXIST METAL MENDING
PLATES ATTACHED TO
TIMBER BLOCKING
(TYP)
EL = 6.0'±
MLW = 0.00'
MHW = 3.09'
MUDLINE ELEV VARIES
PROP. STAINLESS STEEL GANGWAY TRANSITION PLATE
PROP. TIMBER PILE
SEE NOTE 1
(2) 1"Ø GALV HIGH STRENGTH
THRU BOLTS W/NUTS &
WASHERS EA PILE
PROP. 12X12 GANGWAY SUPPORT BEAM
PROP. 4X12
PROP. 30'X3.5' GANGWAY
MLLW = -0.25'
AHTL = 4.35'
EXIST 3X8 TIMBER CROSS BRACING
PROP. 4X12 TIMBER CROSS BRACING
PROP. 4X12 BRACE
FASTEN W/ 1"Ø GALV BOLTS W/OGEE WASHERS
2.0
PILE TIP EL. TBD
DWG Filename: mccarthy landing_prelim design.dwg Layout: detailsDWG Folder Location:Friday, March 8, 2024 8:53:47 AMPROJECT NO:
CHECKED
DESIGNED
DRAWN
SURVEYED
BY DATE
DATE OF PREPARATIONNO.BYDATEDESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE:
ISSUANCE:
FOR PERMITTING
PURPOSES ONLYREGULATORY COMPLIANCE & IMPROVEMENTSHAYWARD ROAD - MCCARTHY LANDING FACILITYCENTERVILLE, MATOWN OF BARNSTABLE123450022B032.00CEM3/7/2024ADDED FLOAT AND RECONFIGURATION ZONEAREA INFORMATION5
GANGWAY
CONNECTION
DETAILS
MEC
CEM
10/2022
3/2023
KM 9/2023
JG 9/2023
SCALE:
A
5
GANGWAY ATTACHMENT DETAIL A
1" = 2'SCALE:
B
5
GANGWAY ATTACHMENT DETAIL B
1" = 2'
1 INCH = FEET
(IN FEET)
GRAPHIC SCALE
0
2
421
GENERAL NOTE:
1.MAXIMUM SPAN OF TIMBER DECKING SHALL BE 2'-0"