20130267 Ver 1_Public Notice_20130314

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20130267
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SAW- 2013 -00455 d SAW- 2013- 00455 -PN
Regulatory Library
Posted 3/14/2013
Expiration date 411512013
Contact Us
PUBLIC NOTICE
Issue Date March 14, 2013
Public Notices by Year
Comment Deadline April 15, 2013
2013 (9)
Corps Action ID # SAW - 201340455
2012 (5)
The Wilmington District, Corps of Engineers (Corps) has received an application from
the U S Army Reserve Center (USARC) in Morehead City, attn DPW Frank D
Eubanks, seeking Department of the Army authorization to improve the USARC docking
facility by constructing a new pier and extending an existing pier in the navigable waters
of the Newport River The Reserve Center is located at 410 Fisher Street with site
coordinates at 34 7230 °N, -76 7074 °W, in Morehead City, Carteret County, North
Carolina
Specific plans and location information are described below and shown on the attached
plans This Public Notice and all attached plans are also available on the Wilmington
District Web Site at
http I /www saw usace army mlUMissions /RegulatoryPermitProgram aspx
Applicant: United States Army -81st Regional Command Center
United States Army -81st Regional Command Center
Alin DPW Frank D Eubanks
1525 Marion Avenue
Fort Jackson, South Carolina 29207
Agent (If applicable): OTAK Group, Inc.
OTAK Group, Inc.
Alin John Kato
96126 MT Zion Loop
hitp: / /www.saw.us ace. army.mil / Missions/ RegulaturyPermitProgram /PublicNotices.. 3/19/2013

SAW- 2013 -00455 > Wilmington District > Public Notices Page 2 of 5
Yulee, Florida 32097
Authority
The Corps will evaluate this application and deade whether to issue, conditionally issue,
or deny the proposed work pursuant to applicable procedures of Section 10 of the Rivers
and Harbors Act
Location
The U S Army Reserve Center is adjacent to the Newport River and is located at 410
Fisher Street with site coordinates at 34 7230 °N, -76 7074 °W, in Morehead City, Carteret
County, North Carolina It is bordered to the east by the Yacht Basin, to the south by
multi -use commercial development, to the west by residential development and coastal
waters, and the Newport River to the north
Existing Site Conditions
The USARC Morehead City with a training facility, shop facility, parking lot, boat ramp,
bulk land storage areas, and two docks currently exist onsite All infrastructures, such as
the main road network and utility lines, within the 5 2 -acre project site are in place and
were previously constructed Site conditions consist of mainly non - wooded areas and
maintained lawn areas containing various types of vegetation and groundcover Over 900
linear feet of existing coated sheet pile bulkheads are located on the north and east side of
the project site The site is located on the Newport River, a Section 10 navigable water of
the U S
According to the United States Department of Agncufture Sod Survey of Carteret County
(April 1987), the site consists of the following sod Leon -Urban land complex which
consists of nearly level to gently sloping poorly drained Leon sod and Urban land at
Morehead City, Beaufort, and Atlantic Air Station
Applicant's Stated Purpose
Basic The basic purpose is to maintain the U S Armys overall mission and training of
Landing Craft Utility (LCU) vessels
Overall Specifically, the U S Army's purpose of the project is to repair and upgrade
existing bulkheads, piers and docks, along with the addition of a new dock at the U S
Army Reserve Center Facility to support the continued training and mission of Landing
Craft Utility (LCU) vessels
Project Description
The existing East Dock (see comments in existing conditions) is a 6-ft wide by 35-ft long
(210 SF) timber dock connected to a 13-ft wide by 10-ft, 9-inch rectangular reinforced
concrete mooring pier The dock consists of timber decking, bracing, and supports, and is
supported by reinforced concrete bents with timber piling The mooring pier is a
reinforced concrete structure supported by pre - stressed concrete piling The proposed
plan is to expand this structure by installing a second reinforced concrete mooring pier
approximately 35 ft northeast of the existing mooring pier, and connect the two mooring
piers with a 9-ft wide by 210-ft long concrete platform The proposed concrete platform
will provide an additional 210 SF of dock, and will be supported by the mooring piers
The finished elevation will remain the same and is +4 30 FT NAVD88 The proposed
mooring pier shall be 11 -ft, 3-inch square, contain a sea bollard, and will be supported by
prestressed piling
The proposed new LCU 2000 Pier is a 9-ft wide concrete dock with a deck area of 2,100
SF The deck area will consist of concrete platforms (decking) that Is supported by
reinforced concrete bents with pre- stressed concrete piling The deck area shall connect
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SAW- 2013 -00455 > Wilmington District > Public Notices Page 3 of 5
to six (6) reinforced concrete berthing piers and pile cap structures These structures are
to be supported by pre- stressed concrete piling The proposed berthing piers shall be 11-
ft, 9-inch square, and each contains a single Type II sea bollard The proposed pile cap
piers shall be 16-ft wide by 10-ft, 6-inch long rectangular, with proposed concrete
decking lying on the top of the pile cap The finished elevation shall be +6 50 FT
NAVD88 Also, new 7 -pile timber dolphins shall be installed in the locations indicated to
better protect the new pier Figure 10, in the attached plans, presents the proposed LCU
2000 Pier layout and an itemized construction schedule It should be noted that wetlands
and waters, subject to Section 404 of the Clean Water Act, will not be impacted by any of
the proposed activities
Additionally, plans include repairing and/or upgrading existing Bulkheads No 1 and No
2 within the same footprint, and repairing the LCU 1600 Pier also within the same
footprint
Other Required Authorisations
This notice and all applicable application materials are being forwarded to the appropriate
State agencies for review Water Quality Certification may be required from the North
Carolina Division of Water Quality
This notice and all applicable application materials are being forwarded to the appropriate
State agencies for review The Corps will generally not make a final permit decrsion until
the North Carolina Division of Water Quality ( NCDWQ) issues, denies, or waives State
certification required by Section 401 of the Clean Water Act (PL 92 -500) The receipt of
the application and this public notice combined with appropriate application fee at the
North Carolina Division of Water Quality central office in Raleigh will constitute initial
receipt of an application for a 401 Water Quality Certification A waiver will be deemed
to occur if the NCDWQ fails to act on this request for certification within sixty days of
the date of the receipt of this notice in the NCDWQ Central Office Additional
information regarding the Clean Water Act certification may be reviewed at the NCDWQ
Central Office, 401 Oversight and Express Permits Unit 2321 Crabtree Boulevard,
Raleigh, North Carolina 27604.2260 All persons desiring to make comments regarding
the application for certification under Section 401 of the Clean Water Act should do so in
writing delivered to the North Carolina Division of Water Quality ( NCDWQ), 2321
Crabtree Boulevard, Raleigh, North Carolina 276042260 Attention Mr John Hennessy
INC Department of Transportation projects) or Ms Cyndi Karoly by April 15, 2013
Coastal Area Management Act
The applicant has certified that the proposed work complies with and will be conducted
in a manner that is consistent with the approved North Carolina Coastal Zone
Management Program Pursuant to 33 CFR 325 2 (b)(2) the Corps is, by this notice,
forwarding this certification to the North Carolina Division of Coastal Management
( NCDCM) and requesting its concurrence or objection Generally, the Corps will not
issue a Department of the Army (DA) permit until the NCDCM notifies the Corps that it
concurs with the applicant's consistency certification
Essential Fish Habitat
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the
Magnuson - Stevens Fishery Conservation and Management Act. The Corps' initial
determination is that the proposed project will not adversely impact EFH or associated
fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils
or the National Marine Fisheries Service
hq: / /www. saw.usace.army.mill Missions/ RegulatoryPermitProgram IPublicNoti ces... 3/19/201:

SAW - 2013 -00455 > Wilmington District > Public Notices Page 4 of 5
Cultural Resources
The Corps has consulted the latest published version of the National Register of Historic
Places and is not aware that any registered properties, or properties listed as being
eligible for inclusion therein are located within the project area or will be affected by the
proposed work Presently, unknown archeological, scientific, prehistoric, or historical
data may be located within the project area and/or could be affected by the proposed
work
Endangered Species
The Corps has reviewed the project area, examined all information provided by the
applicant and consulted the latest North Carolina Natural Heritage Database Based on
available information, the Corps has determined pursuant to the Endangered Species Act
of 1973, that the proposed project will have no adverse effect on federally listed
endangered or threatened species or their formally designated critical habitat
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable
impacts, including cumulative impacts, of the proposed activity on the public interest
That decision will reflect the national concern for both protection and utilization of
important resources The benefit which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments All factors
which may be relevant to the proposal will be considered including the cumulative effects
thereof, among those are conservation, economics, aesthetics, general environmental
concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain
values (in accordance with Executive Order 11988), land use, navigation, shoreline
erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property
ownership, and, in general, the needs and welfare of the people For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of
the Impact of the activity on the public interest will include application of the
Environmental Protection Agency's 404(b)(1) guidelines
Commenting Information
The Corps of Engineers is soliciting comments from the public, Federal, State and local
agencies and officials, including any consolidate State Viewpoint or written position of
the Governor, Indian Tribes and other interested parties in order to consider and evaluate
the impacts of this proposed activity Any comments received will be considered by the
Corps of Engineers to determine whether to issue, modify, condition or deny a permit for
this proposal To make this decision, comments are used to assess impacts on endangered
species, historic properties, water quality, general environmental effects and the other
public interest factors listed above Comments are used in the preparation of an
Environmental Assessment (EA) and/or an Environmental Impact Statement (EIS)
pursuant to the National Environmental Policy Act (NEPA) Comments are also used to
determine the need for a public hearing and to determine the overall public Interest of the
proposed activity
Any person may request, in writing, within the comment period specified in this notice,
that a public hearing be held to consider the application Requests for public hearings
shall state, with partroulartly, the reasons for holding a public hearing Requests for a
public hearing shall be granted, unless the District Engineer determines that the issues
raised are Insubstantial or there is otherwise no valid interest to be served by a hearing
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SAW - 2013 -00455 > Wilmington District > Public Notices Page 5 of 5
Written comments pertinent to the proposed work, as outlined above, will be received by
the Corps of Engineers, Wilmington District, until 5pm, April 15, 2013 Comments
should be submitted to Christy Wicker, 69 Darlington Avenue, Wilmington, North
Carolina, 28403 -1398, telephone [phone]
See attached Public Notice for Navigable Channel Map and Project Site Maps and Plans
�oCarteret County \A NC iNewport River'�Standard Permit \ \USARC
�
� � • ..
Accessibility Unk Disclaimer Site Map
Contact Us No Fear Act USAgov
FOIA Privacy & Security
Information Quality Act Public Inquiries
http: / /vA,,,v,v.saw.usace.army.Mill Missions/ RegulatoryPermitProgram IPublicNotices... 3/19/2013

I i
1���1
US Army Corps PUBLIC NOTICE
Of Engineers
Wilmington District
Issue Date: March 14, 2013
Comment Deadline: April 15, 2013
Corps Action ID #: SAW- 2013 -00455
The Wilmington District, Corps of Engineers (Corps) has received an application from
the U.S. Army Reserve Center ( USARC) in Morehead City, attn: DPW. Frank D.
Eubanks, seeking Department of the Army authorization to improve the USARC docking
facility by constructing a new pier and extending an existing pier in the navigable waters
of the Newport River. The Reserve Center is located at 410 Fisher Street with site
coordinates at 34.7230 °N, - 76.7074 °W, in Morehead City, Carteret County, North
Carolina.
Specific plans and location information are described below and shown on the attached
plans. This Public Notice and all attached plans are also available on the Wilmington
District Web Site at
http:// www .saw.usace.army.miUMissions/Re ug lato Perms ram.aspx.
Applicant: United States Army -81St Regional Command Center
Attn: DPW Frank. D Eubanks
1525 Marion Avenue
Fort Jackson, South Carolina 29207
Agent (if applicable):
Authority
OTAK Group, Inc.
Attn: John Kato
96126 MT Zion Loop
Yulee, Florida 32097
The Corps will evaluate this application and decide whether to issue, conditionally issue,
or deny the proposed work pursuant to applicable procedures of Section 10 of the Rivers
and Harbors Act.
Location
The U.S. Army Reserve Center is adjacent to the Newport River and is located at 410
Fisher Street with site coordinates at 34.7230 0N, - 76.7074 °W, in Morehead City, Carteret
County, North Carolina. It is bordered to the east by the Yacht Basin, to the south by
multi -use commercial development, to the west by residential development and coastal
waters, and the Newport River to the north.

Existing Site Conditions
The USARC Morehead City with a training facility, shop facility, parking lot, boat ramp,
bulk land storage areas, and two docks currently exist onsite. All infrastructures, such as
the main road network and utility lines, within the 5.2 -acre project site are in place and
were previously constructed. Site conditions consist of mainly non - wooded areas and
maintained lawn areas containing various types of vegetation and groundcover. Over 900
linear feet of existing coated sheet pile bulkheads are located on the north and east side of
the project site. The site is located on the Newport River, a Section 10 navigable water of
the U.S.
According to the United States Department of Agriculture Soil Survey of Carteret County
(April 1987), the site consists of the following soil: Leon -Urban land complex which
consists of nearly level to gently sloping poorly drained Leon soil and Urban land at
Morehead City, Beaufort, and Atlantic Air Station.
Applicant's Stated Purpose
Basic: The basic purpose is to maintain the U.S. Army's overall mission and training of
Landing Craft Utility (LCU) vessels.
Overall: Specifically, the U.S. Army's purpose of the project is to repair and upgrade
existing bulkheads, piers and docks, along with the addition of a new dock at the U.S.
Army Reserve Center Facility to support the continued training and mission of Landing
Craft Utility (LCU) vessels.
Project Description
The existing East Dock (see comments in existing conditions) is a 6 -ft wide by 35 -ft long
(210 SF) timber dock connected to a 13 -ft wide by 10 -ft, 9 -inch rectangular reinforced
concrete mooring pier. The dock consists of timber decking, bracing, and supports, and is
supported by reinforced concrete bents with timber piling. The mooring pier is a
reinforced concrete structure supported by pre- stressed concrete piling. The proposed
plan is to expand this structure by installing a second reinforced concrete mooring pier
approximately 35 ft northeast of the existing mooring pier, and connect the two mooring
piers with a 9 -ft wide by 210 -ft long concrete platform. The proposed concrete platform
will provide an additional 210 SF of dock, and will be supported by the mooring piers.
The finished elevation will remain the same and is +4.30 FT NAVD88. The proposed
mooring pier shall be 11 -ft, 3 -inch square, contain a sea bollard, and will be supported by
pre- stressed piling.
The proposed new LCU 2000 Pier is a 9 -ft wide concrete dock with a deck area of 2,100
SF. The deck area will consist of concrete platforms (decking) that is supported by
reinforced concrete bents with pre - stressed concrete piling. The deck area shall connect
to six (6) reinforced concrete berthing piers and pile cap structures. These structures are
2

to be supported by pre - stressed concrete piling. The proposed berthing piers shall be 11-
ft, 9 -inch square, and each contains a single Type II sea bollard. The proposed pile cap
piers shall be 16 -ft wide by 10 -ft, 6 -inch long rectangular, with proposed concrete
decking lying on the top of the pile cap. The finished elevation shall be +6.50 FT
NAVD88. Also, new 7 -pile timber dolphins shall be installed in the locations indicated to
better protect the new pier. Figure 10, in the attached plans, presents the proposed LCU
2000 Pier layout and an itemized construction schedule. It should be noted that wetlands
and waters, subject to Section 404 of the Clean Water Act, will not be impacted by any of
the proposed activities.
Additionally, plans include repairing and/or upgrading existing Bulkheads No.1 and No.
2 within the same footprint, and repairing the LCU 1600 Pier also within the same
footprint.
Other Required Authorizations
This notice and all applicable application materials are being forwarded to the appropriate
State agencies for review. Water Quality Certification may be required from the North
Carolina Division of Water Quality.
This notice and all applicable application materials are being forwarded to the appropriate
State agencies for review. The Corps will generally not make a final permit decision until
the North Carolina Division of Water Quality ( NCDWQ) issues, denies, or waives State
certification required by Section 401 of the Clean Water Act (PL 92 -500). The receipt of
the application and this public notice combined with appropriate application fee at the
North Carolina Division of Water Quality central office in Raleigh will constitute initial
receipt of an application for a 401 Water Quality Certification. A waiver will be deemed
to occur if the NCDWQ fails to act on this request for certification within sixty days of
the date of the receipt of this notice in the NCDWQ Central Office. Additional
information regarding the Clean Water Act certification may be reviewed at the NCDWQ
Central Office, 401 Oversight and Express Permits Unit: 2321 Crabtree Boulevard,
Raleigh, North Carolina 27604 -2260. All persons desiring to make comments regarding
the application for certification under Section 401 of the Clean Water Act should do so in
writing delivered to the North Carolina Division of Water Quality ( NCDWQ), 2321
Crabtree Boulevard, Raleigh, North Carolina 27604 -2260 Attention: Mr. John Hennessy
(NC Department of Transportation projects) or Ms Cyndi Karoly by April 15, 2013.
Coastal Area Management Act
The applicant has certified that the proposed work complies with and will be conducted
in a manner that is consistent with the approved North Carolina Coastal Zone
Management Program. Pursuant to 33 CFR 325.2 (b)(2) the Corps is, by this notice,
forwarding this certification to the North Carolina Division of Coastal Management
( NCDCM) and requesting its concurrence or objection. Generally, the Corps will not
issue a Department of the Army (DA) permit until the NCDCM notifies the Corps that it
concurs with the applicant's consistency certification.
3

Essential Fish Habitat
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the
Magnuson- Stevens Fishery Conservation and Management Act. The Corps' initial
determination is that the proposed project will not adversely impact EFH or associated
fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils
or the National Marine Fisheries Service.
Cultural Resources
The Corps has consulted the latest published version of the National Register of Historic
Places and is not aware that any registered properties, or properties listed as being
eligible for inclusion therein are located within the project area or will be affected by the
proposed work. Presently, unknown archeological, scientific, prehistoric, or historical
data may be located within the project area and/or could be affected by the proposed
work.
Endangered Species
The Corps has reviewed the project area, examined all information provided by the
applicant and consulted the latest North Carolina Natural Heritage Database. Based on
available information, the Corps has determined pursuant to the Endangered Species Act
of 1973, that the proposed project will have no adverse effect on federally listed
endangered or threatened species or their formally designated critical habitat.
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable
impacts, including cumulative impacts, of the proposed activity on the public interest.
That decision will reflect the national concern for both protection and utilization of
important resources. The benefit which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. All factors
which may be relevant to the proposal will be considered including the cumulative effects
thereof; among those are conservation, economics, aesthetics, general environmental
concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain
values (in accordance with Executive Order 11988), land use, navigation, shoreline
erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property
ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of
the impact of the activity on the public interest will include application of the
Environmental Protection Agency's 404(b)(1) guidelines.
4

Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials, including any consolidate State Viewpoint or written position of
the Governor; Indian Tribes and other interested parties in order to consider and evaluate
the impacts of this proposed activity. Any comments received will be considered by the
Corps of Engineers to determine whether to issue, modify, condition or deny a permit for
this proposal. To make this decision, comments are used to assess impacts on endangered
species, historic properties, water quality, general environmental effects and the other
public interest factors listed above. Comments are used in the preparation of an
Env ironmental'Assessment (EA) and/or an Environmental Impact Statement (EIS)
pursuant to the National Environmental Policy Act (NEPA). Comments are also used to
determine the need for a public hearing and to determine the overall public interest of the
proposed activity.
Any person may request, in writing, within the comment period specified in this notice,
that a public hearing be held to consider the application. Requests for public hearings
shall state, with particularity, the reasons for holding a public hearing. Requests for a
public hearing shall be granted, unless the District Engineer determines that the issues
raised are insubstantial or there is otherwise no valid interest to be served by a hearing.
Written comments pertinent to the proposed work, as outlined above, will be received by
the Corps of Engineers, Wilmington District, until 5pm, April 15, 2013. Comments
should be submitted to Christy Wicker, 69 Darlington Avenue, Wilmington, North
Carolina, 28403 -1398, telephone [phone].
5

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BOC UiGExp, RETMlES.RXD RFFERFNCFD DETRIIS FOR
oI_RpWx"� E FRI N 0- 12 -THWI OFOR IMIRICI
MRTENEaRTb OFEnTxGF —I.-
® RFIDDGN
l uHGER.IOSN. GUM MR PO— DRNNWEE TOWNRDS RIVER.
_ D�•S • KTEDFILLIWDPTNKRR.O.CGR— FI PnVEI MT—
5 COMTRUCT OO
xUIETE IRNdNG PRM A5 PFA STRUCTURRI DRRWINGS.
-
L
p �Y wraI; Z.Z.- 14
: :.
-�.� • �, � :' X1'11'1,.. 1 .
1 I�1
Ritz 1 R;
� ♦ .� �, t •., �.�t� T� �T�.�ia�vT • u'^�.7�i �Yw ��
7
O
aarery rays --
. RERI..I.•
- -� --
ouNNuEE value oEqulcCnny - it rays
911
lit
yi
N.IO....uxaw.n.x.l
PERMIT DIUWING
PRELIMINARY
NOT FOR
CONSTRUCTION
sNEEr
IDEMnn -m
DATE. 01/1403
FIG 3
ouNNuEE value oEqulcCnny - it rays

REPAIR & REPLACE EXISTING DOCK.
REQUIRES USE OF EXISTING PIERS,
NEW PILING, AND DECKING
LCU 1600
DOCK & PIERS
I
I
PROPOSED DOCK.
PROVIDE NEW PILING REPLACING
AND DECKING CONCRETE CAP
— — — — — — — — — REPAIR CONCRETE BULKHEAD
LCU 2000 SERIES CAP AS NEEDED
EAST DOCK & PIER EXTEND EXISTING DOCK.
' REQUIRES NEW PILING
AND DECKING
EAST DOCK
IEXTENSION I
I•
I
I Pi.
L-- - - - - -J
e.A,�-
REPAIR CONCRETE
BULKHEAD CAP
AS NEEDED
STRUCTURAL KEY PLAN
SCALE: 1/16" = P -0"
oarery rays --
F D
s a �
a 8 w
REPAIR CONCRETE
BULKHEAD CAP p °'
AS NEEDED
ff to esle
gX
o=
PERMIT DRAWINGS ¢$ w
PRELIMINARY A
NOT FOR � A "
CONSTRUCTION
SHEET
DATE: 01/14/13 IDENTIFICATION
FIG 4
OUPPUI L V CIIUC a 1911 11=1Illy - n rays

D
STA.3 +93.5
STA.4 +00
STA.4 +03.5
a
. '"dial
D +:
RO /RO
ANCHORED SHEET PILE
BULKHEAD TYPICAL
f IF ..
0 +00
I�' _ •
BULKHEAD 1 DEFECTS
STATION
DEFECT DESCRIPTION
0 +56
Sinkhole behind bulkhead - 5' long xl' wide x 1' -4" deep
0+96
Sinkhole behind bulkhead -1'3"' long x1' wide x 8" deep
1+05
Sinkhole behind bulkhead - 2'-0"' long x1' wide x 9" deep
1 +20
Sinkhole behind bulkhead -1' long xl' wide x 9" deep
1 +36
Corner of bulkhead cap - mechanical spall 2'x1.5'x4" deep with longitudinal bars
and stirrup exposed
1+49
Concrete cap - 1/8" wide diagonal crack from impact damage
1 +55
Missing bolt for wale anchorage
1 +56
Concrete Cap- Mechanical spell 1'xl.5'xl "deep
1 +66
Concrete Cap - Mechanical spall Yxl.5'xl' deep
1 +75
Concrete Cap - Mechanical spall 1(Yx6 "x6" outboard corner
1 +82
Concrete Cap - Mechanical spall 1'x9'x3" deep
1 +85
Concrete Cap- Open corrosion spall 4'x6 "x6" bottMcap tbd
2 +14
Concrete Cap - Moderate to severe damage, expgraph SO)
2 +34
Concrete Cap - %- wide transverse crack
2 +76
Concrete Cap -4' long section of severely damag2
+76
Hole 13' behind bulkhead from bollard foundatio from
mooring line.
2 +84
Concrete Cap- Mechanical spall Tx1.5'x1' deep
3+01
Concrete Cap - Mechanical spall 3'xl.'x3" deep
oalety rays
FC
BULKHEAD 1 & 2 - MAINTENANCE & REPAIRS SCHEDULE
RBA
WANTRY
R9RMx
2' -0" x 3' -3" RUNT CONC
� � n
ESTIMATED QTY BASED ON BULKHEAD INVESTIGATION
BULKHEAD WALL CAP
380 FT
RE"T BY MOFFATT & NICHOL(PROJECT NO. 7787) DATED
o
CONSTRUCTION
06/18/12 LOCATED IN THE RFP PROIECT APPENDICES.
i� all
`^�a
W �.
�a E
?i
J uppult valUC CII9111culilly - ft rays
� � n
PERMIT DRAWINGS
o �
a
PRELIMINARY
NOT FOR
o
CONSTRUCTION
SHEET
DE""FICATION
FIG 5
DATE: 01/14/13
J uppult valUC CII9111culilly - ft rays

BULKHEAD 1 i 2 - MAINTENANCE i REPAIRS SCHEDULE
3
QUANTITY
5 * ** Safety Pays
2' -0 ". 3'- 3 "REINi CONC
ESTINMTED QTY —D ON aUlKHEADINVESTIWTION
BUIKNEAD WALL CAD
SET
REPORT BY MOFFATTB NKHOL INIO)ER Na. )TR)I DATED
OWIB/13 LOGTEp IN Tiff flrP PROIER APPENDKES
D
STA. 5 +02
-Y." wide crack at corner
r
STA. 5 +00
STA. 4+00
STA.5 +23 \
BULKHKAD 2 DEFECTS
STA. 5+32
STATION
DBPKCT DBSQIPTKIN --
OW2
Concrete Cap -Heavy damage and cracking 4' long section a[ the corner of
s
STA.3 +73
bulkhead
STA. 3 +00 0+62 Sinkhole behind bulkhead - 43' long x 5'wide x 3' deep
D STA. 3 +70
0 +75
Concrete Cap - Severe damage with exposed reinforcing
0+87
Concrete Cap - Severe damage with exposed rebar and sheet piles heavily
corroded. Wall bowing outward around this location.
1 +30
Sinkhole behind bulkhead - 7' long z 3' wide x 3' deep
1+40
20' long section of mechanically spelled corner with 9 exposed stirrups
STA. 2 +00 1+67 Concrete Cap - Mechanical Spell 3' x 1'x 2' deep
1+67
Sinkhole behind bulkhead - 2' diameter x 2' deep
2 +15
Concrete Cap - Completely damaged and missing with sheet piles heavilycorroded.
4 4
Wall bowing outward around this location.
3 +73
Concrete Cap - Severe cracking with exposed rebar.
ANCHORED SHEET PILE
3 +76
Sinkhole behind bulkhead -15' long x 4' wide x 6' deep
a=
BULKHEAD TYPICAL 4+g5 Concrete Cap- Mechanical Spa113' z 1' x 3" deep
a yy
STA. 1 +67
5+00
Concrete Cap
6 E
STA. 1+00
Erg
�IqR
STA. 0+62
� a �
€y
s'5
ZRt:
7
r' ..
STA. 0+08
STA. 0+00 s
PERMIT DRAWINGS
a3 6
"
- Y
RO /RO RAMP
o j
°
PRELIMINARY
NOT FOR
CONSTRUCTION
SHEET
DENnPICAnoN
FIG 6
DATE: 01/14/13
BULKHEAD 1 i 2 - MAINTENANCE i REPAIRS SCHEDULE
REM
QUANTITY
REMMK
2' -0 ". 3'- 3 "REINi CONC
ESTINMTED QTY —D ON aUlKHEADINVESTIWTION
BUIKNEAD WALL CAD
SET
REPORT BY MOFFATTB NKHOL INIO)ER Na. )TR)I DATED
OWIB/13 LOGTEp IN Tiff flrP PROIER APPENDKES
-Y." wide crack at corner
BULKHEAD 1 i 2 - MAINTENANCE i REPAIRS SCHEDULE
REM
QUANTITY
REMMK
2' -0 ". 3'- 3 "REINi CONC
ESTINMTED QTY —D ON aUlKHEADINVESTIWTION
BUIKNEAD WALL CAD
SET
REPORT BY MOFFATTB NKHOL INIO)ER Na. )TR)I DATED
OWIB/13 LOGTEp IN Tiff flrP PROIER APPENDKES
OuLrNvn valut: oryntCCnny - n rays

48' -7Y2" 1091 -0N
—CONC. LANDIN ,
-
'ADTOREMAIN -- SHORLLINL
i
s
LCU 1600 DOCK MAINTENANCE & REPAIRS - DEMOLITION SCHEDULE
ITEM
QUANTITY
n
ICU L— WWU—ED
REINS. CONC
PIER SUPPORTED
SUPPORTED
�J
ON PSC PILES (TVP)
_
N
O
Rf INF CONC BENTS
39 FA
REFER TO E% ISTING DWG SECTIONS AND DETAll51,3, &D
. i..
ON Pse FOIL BENT DErafs
l
9. -o
9
o4i
19
I
b
48' -7Y2" 1091 -0N
—CONC. LANDIN ,
-
'ADTOREMAIN -- SHORLLINL
i
s
DEMOLITION PLAN - LCU - 1600 DOCK
SCALE: 1/16" - 1' -0"
49'-4" _
�IUIV�
j- -CONC. LANDING
PAD TO REMAIN
oa(ery rays
a E:w.::°
LCU 1600 DOCK MAINTENANCE & REPAIRS - DEMOLITION SCHEDULE
ITEM
QUANTITY
REMARK
ICU L— WWU—ED
INCLUDES DECKING& BEAM S, REFER TO EXISTING DWG
DOCK
6
DETAIL B /PSI FOR DETAILS OF WOOD FRAMED DOCK
Rf INF CONC BENTS
39 FA
REFER TO E% ISTING DWG SECTIONS AND DETAll51,3, &D
. i..
ON Pse FOIL BENT DErafs
n
THIS IS ESIIMIITED QTY Of DOLPHINS i0 BE DEMOLISHED.
TIMBER 3 -PILE DOLPHINS
19
FINAL AMOUNT SHALL BE VERIFIFD DURING HNAI DESIGN
PLAN NOTES :
PHASE
DEMOLITION PLAN - LCU - 1600 DOCK
SCALE: 1/16" - 1' -0"
49'-4" _
�IUIV�
j- -CONC. LANDING
PAD TO REMAIN
oa(ery rays
a E:w.::°
9' -0"
4 �
8
6
a
. i..
n
gg
((3
PLAN NOTES :
1. ELEVATIONS REFERENCE NAVD8B DATUM .
2. MEAN LOWER LOW WATER (MLLW) ELEV= -209'
PERMIT DRAWINGS$
5
MEAN HIGHER HIGH WATER (MHHW ) ELEV = .1.40'
FEMA BASE FLOOD ELEV = X6.00', ZONE AE
NOT FOR
3. HARDWARE EMBEDDED IN CONCRETE SHALL BE STAINLESS STEEL. ALL OTHER STEEL HARDWARE
/
SHALL BE HOT DIP GALVANIZED .
DATE : 01/14/13
SHEET
IDENTIFIQATM
FIG 7
LEGEND
AREA OF DEMOLITION
}PILE TIMBER DOLPHIN
jCONC
PILE CAP STRUCTURE TO REMAIN
DEMOLITION PLAN - LCU - 1600 DOCK
SCALE: 1/16" - 1' -0"
49'-4" _
�IUIV�
j- -CONC. LANDING
PAD TO REMAIN
oa(ery rays
a E:w.::°
QuppurI valuc cIIyNlccllny - IL rays
4 �
8
6
a
gg
((3
a o
PERMIT DRAWINGS$
5
PRELIMINARY
NOT FOR
CONSTRUCTION
DATE : 01/14/13
SHEET
IDENTIFIQATM
FIG 7
QuppurI valuc cIIyNlccllny - IL rays

0
Ce a e NEW 3 -PILE TIMBER DOLPHINS
(14 "x60' -0" EA.)
DD v
N N M
M N M
1
ON 12 y M & NEW REINFORCED CONCRETE DECK
00 �h
N a,
M N
0
4
Op
rery rays
rl
O - 1. ELEVATIONS REFERENCE HAVDBB DATUM.
Zn M 2. MEAN LOWER LOW WATER(MLLW) ELEV ° -2.09'
On �n M M MEAN HIGHER HIGH WATER (MHHW) ELEV =•1.40'
rce C8 (84 (8 C8 ce co C8 FEMA LOO YR BASE FLOOD ELEV =.6.00', ZONE AE 8 &
_
1 TOP OF REPAIRED DOCK DECKING ELEVATION SHALL MATCH EXISTING ELEVATION ° 4.30', e j,
4. HARDWARE CAST INTO OR EMBEDDED IN CONCRETE SHALL BE STAINLESS STEEL. ALL OTHER 9y 94
STEEL HARDWARE SHALL BE HOT DIP GALVANIZED.
5. DO NOT RE -USE EXISTING TIMBER FRAMING FOR CONSTRUCTION OF DOCK REPAIRS 3
® ■ f INDICATED ON THIS DRAWING. 5
_. 11// ce 6. LOCATIONS OF REPLACEMENT BENTS SHOWN ON THIS PLAN ARE FOR GENERAL REFERENCE 6 II L 7
Y2 36' -6" 31' -10" 36' -6" —, a ONLY. REPLACEMENT BENTS SHALL BE LOCATED SUCH THAT REMOVAL OF EXISTING TIMBER
r — �-. -• + 49'-4' V] PILES IS MINIMIZED& AVOIDED WHERE POSSIBLE. g- 6 I X
I
49'_7" 109' -0" Y° 9,_D„ p �2
M s a
LP a -9
g u 1
gwb zvi)?
m
M
+ i
PERMIT DRAWINGS
LEGEND PRELIMINARY �D s
c8 REPLACED 3-PILE TIMBER DOLPHIN NOT FOR
LCU 1500 PIER EXISTING CONC. PILE CAP STRUCTURE CONSTRUCTION
SHEET
IDENTIFICATION
SCALE: 1/16" = 1' -0" ® NEW PILES &BENTS DATE: 01/14/13 FIG 8
. UVFVIL VQIUC OIyN IUVI N Iy - IL ray:
U' XW0 SQUARE PSC PILES
34 EA
181 -1/Y DER 270 M LOUK STRAND
REINF COW RENTS
17 EA
REFE R TO DETAILS ON FIG, 11.
LCU 1600 REINF, COW. DECK
31100 SF
INCLUDES DECKING& BEAMS, REFER DETAILS ON FIG, 11
TIMBER 3 -PILE DOLPHINS
Se EA
THIS IS ESTIMATED QTY OF DOLPHINS TO RE REPLACED.
FINAL AMOUNT WILL BE VERIFIED DURING FINAL DESIGN
PHASE
BE RTHING FE NDERS
5 E
T R 5' FOAM FILLED FENDER (WHERE ORIGINAL FOAM
FILLED FENDERS ARE MISSING, PROVIDE MATCHING
REPLACEMENT FOAM FILLED FENDERS)
4
Op
rery rays
rl
O - 1. ELEVATIONS REFERENCE HAVDBB DATUM.
Zn M 2. MEAN LOWER LOW WATER(MLLW) ELEV ° -2.09'
On �n M M MEAN HIGHER HIGH WATER (MHHW) ELEV =•1.40'
rce C8 (84 (8 C8 ce co C8 FEMA LOO YR BASE FLOOD ELEV =.6.00', ZONE AE 8 &
_
1 TOP OF REPAIRED DOCK DECKING ELEVATION SHALL MATCH EXISTING ELEVATION ° 4.30', e j,
4. HARDWARE CAST INTO OR EMBEDDED IN CONCRETE SHALL BE STAINLESS STEEL. ALL OTHER 9y 94
STEEL HARDWARE SHALL BE HOT DIP GALVANIZED.
5. DO NOT RE -USE EXISTING TIMBER FRAMING FOR CONSTRUCTION OF DOCK REPAIRS 3
® ■ f INDICATED ON THIS DRAWING. 5
_. 11// ce 6. LOCATIONS OF REPLACEMENT BENTS SHOWN ON THIS PLAN ARE FOR GENERAL REFERENCE 6 II L 7
Y2 36' -6" 31' -10" 36' -6" —, a ONLY. REPLACEMENT BENTS SHALL BE LOCATED SUCH THAT REMOVAL OF EXISTING TIMBER
r — �-. -• + 49'-4' V] PILES IS MINIMIZED& AVOIDED WHERE POSSIBLE. g- 6 I X
I
49'_7" 109' -0" Y° 9,_D„ p �2
M s a
LP a -9
g u 1
gwb zvi)?
m
M
+ i
PERMIT DRAWINGS
LEGEND PRELIMINARY �D s
c8 REPLACED 3-PILE TIMBER DOLPHIN NOT FOR
LCU 1500 PIER EXISTING CONC. PILE CAP STRUCTURE CONSTRUCTION
SHEET
IDENTIFICATION
SCALE: 1/16" = 1' -0" ® NEW PILES &BENTS DATE: 01/14/13 FIG 8
. UVFVIL VQIUC OIyN IUVI N Iy - IL ray:
NEW REINFORCED CONC. BENTS DESIGN CRITERIA:
N r
r .SiC N ! D
DOCK/PIER, MOORING & BERTHING DESIGNS SHALL MEET ALL APPLICABLE DESIGN CRITERIA AND
® N
NEER (
( a, -
CODES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:
• UFC 4151- 10 GENERAL CRITERIA FOR WATERFRONT CONSTRUCTION
SUPPORT NEW CONC. BENTS ON UFC 4152 -01 DESIGN: PIERS& WHARVES
u1 `� 1
all •
14 "X60' -0" PSC SQUARE PILES, • UFC 4- 152 -07 DESIGN. SMALL CRAFT BERTHING FACILITIES a
• UK 4159-02 ENGINEERING & DESIGN OF MILITARY PORTS
k F
F0D•1 N 2
2 PILES PER BENT UFC 4159 -030ESIGN: MOORINGS
• �F D
DESIGN LOADS:
• LIVE LOAD: 300 PSF (MATCHES MSTING)
4 _ •
• HEAVY WEATHER MOORING WIND DESIGN SPEED: 115 MPH (200 KNOTS)
CONC. /DECK ELEV. = +
A (
+S.SO'(+/-) MOORING CONDITION: TYPE III
(TYPICAL)
N
9'-0" ^ 9
9' -0" PAN NOTES:
rery rays
rl
O - 1. ELEVATIONS REFERENCE HAVDBB DATUM.
Zn M 2. MEAN LOWER LOW WATER(MLLW) ELEV ° -2.09'
On �n M M MEAN HIGHER HIGH WATER (MHHW) ELEV =•1.40'
rce C8 (84 (8 C8 ce co C8 FEMA LOO YR BASE FLOOD ELEV =.6.00', ZONE AE 8 &
_
1 TOP OF REPAIRED DOCK DECKING ELEVATION SHALL MATCH EXISTING ELEVATION ° 4.30', e j,
4. HARDWARE CAST INTO OR EMBEDDED IN CONCRETE SHALL BE STAINLESS STEEL. ALL OTHER 9y 94
STEEL HARDWARE SHALL BE HOT DIP GALVANIZED.
5. DO NOT RE -USE EXISTING TIMBER FRAMING FOR CONSTRUCTION OF DOCK REPAIRS 3
® ■ f INDICATED ON THIS DRAWING. 5
_. 11// ce 6. LOCATIONS OF REPLACEMENT BENTS SHOWN ON THIS PLAN ARE FOR GENERAL REFERENCE 6 II L 7
Y2 36' -6" 31' -10" 36' -6" —, a ONLY. REPLACEMENT BENTS SHALL BE LOCATED SUCH THAT REMOVAL OF EXISTING TIMBER
r — �-. -• + 49'-4' V] PILES IS MINIMIZED& AVOIDED WHERE POSSIBLE. g- 6 I X
I
49'_7" 109' -0" Y° 9,_D„ p �2
M s a
LP a -9
g u 1
gwb zvi)?
m
M
+ i
PERMIT DRAWINGS
LEGEND PRELIMINARY �D s
c8 REPLACED 3-PILE TIMBER DOLPHIN NOT FOR
LCU 1500 PIER EXISTING CONC. PILE CAP STRUCTURE CONSTRUCTION
SHEET
IDENTIFICATION
SCALE: 1/16" = 1' -0" ® NEW PILES &BENTS DATE: 01/14/13 FIG 8
. UVFVIL VQIUC OIyN IUVI N Iy - IL ray:
m
M
+ i
PERMIT DRAWINGS
LEGEND PRELIMINARY �D s
c8 REPLACED 3-PILE TIMBER DOLPHIN NOT FOR
LCU 1500 PIER EXISTING CONC. PILE CAP STRUCTURE CONSTRUCTION
SHEET
IDENTIFICATION
SCALE: 1/16" = 1' -0" ® NEW PILES &BENTS DATE: 01/14/13 FIG 8
. UVFVIL VQIUC OIyN IUVI N Iy - IL ray:

EAST DOCK & PIER
t
3�N \^ lr�•
EXISTING EAST DOCK & PIhR— �; \
NEW SEA BOLLARD
M PO STRUCTURE
IV
CONC. /DECK
LEGEND
THEW -PILES
EXISTING SEA BOLLARD
NEW SEA BOLLARD
EAST DOCK EXTENSION CONSTRUCTION
PLAN
SCALE: 1/16" = T -0"
BULKHEAD & EAST DOCK EXTENSION MAINTENANCE & REPAIRS SCHEDULE
REM
WANTITY
RFMARK
20" a BD O" SQUARE PSC PILES
8 EA
1161 -1/2" DIA 220 KSI LO!-AX STRAND
LCU 2000 REINF, CONIC, DOCK
210 SF
INCLUDES DEC KING& BEAMS, REFER DETAILS ON FIG. 11
11' -3" SQUARE •4' -O' DEEP
MOORING PILE CAP
1 EA
5000 PSI MARINE CONCRETE W/ EPDXY REBAR
6 SALVAGEABLE SEA BOLLARDS TO BE REUSED. PROVIDE 3
SEA BOLLARDS
1
NEWSEABOLLARDS THAT MATCH TYPE.. SEA ROLIARDSAS
x
NOT FOR
INDICATED ON EXISTING DWG PS-5
DESIGN CRITERIA:
DOCK /PIER, MOORING & BERTHING DESIGNS SHALL MEET ALL APPLICABLE DESIGN CRITERIA AND
CODES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:
• UFC 4- 151 -10 GENERAL CRITERIA FOR WATERFRONT CONSTRUCTION
• UFC 4- 152 -01 DESIGN: PIER5 &WHARVES
• UFC 4-152 -07DESIGN: SMALLCRAFT BERTHING FACIUTIES
• UFCA -SS9 -02 ENGINEERING & DESIGN OF MILITARY PORTS
• UFC 4 -159 -03 DESIGN: MOORINGS
DESIGN LOADS:
• LIVE LOAD: LOO PSF
•
HEAVY WEATHER MOORING WIND DESIGN SPEED: 115 MPH (100 KNOTS)
• MOORING CONDITION: TYPE III
PLAN NOTES
aareTy rays --
I�t
1. ELEVATIONS REFERENCE NAVD98 DATUM.
2. MEAN LOWER LOW WATER(MLLW) ELEV= -2.09'
ME AN HIGHER HIGH WATER IMHHW )ELEV =•1.40' P
FEMA 100 YR BASF FLOOD ELEV = •6.00', ZONE AE
c $
3. HARDWARE CAST INTO AND EMBEDDED IN CONCRETE SHALL BE STAINLESS STEEL. ALL OTHER
STEEL HARDWARE SHALL BE HOT DIP GALVANIZED. S
oUF pulI V aluc Cl 1911 iccl F ly - it rays
e
6
���
a `7
idl9s
0
3 5
a � o
PERMIT DRAWINGS
PRELIMINARY
x
NOT FOR
IS
w
CONSTRUCTION
SHEET
IDENTIFx AT1oF
FIG 9
DATE: 01/14/13
oUF pulI V aluc Cl 1911 iccl F ly - it rays

60'-0"
r�24' -11" 'lf • 24'-11"
T �.
•
70'-0"
29'-11"_ _. 4•._- _ -29 -11 24' -11" 4s" 24' -11"
I— — T-----
I I //
1 1
QDANTITY
�BMK
C. /PIER ELEV. = 8.00'__
441A
11611/1".U21.161 —STRAND
14" X SO' 0" SQUARE PSC PILES
CONC. /DECK ELEV. = 8.00'
18)112" DIA 210 KSI LO -LAX STRAND
REINF CONIC BENTS
3EA
REFER TO DETAILS ON FIG. 11.
LCU 20W REINF. CONC. DECK
230051
INCLUDES DECKING& BEAMS, REFER TO DETAILS ON FIG. 11,
11'- 9-SQUARE•4'LDEEP
PI
BERTHING /FENDER PILE CAPS
CONC. /DECK ELEV = 6.50'
• • 6 N • r
'� BF
16' -0 '. TO- -6'K 4'-0"DOCK
La.-
2EA
-
-
'
G
4'"8'FOAM FILLED FENDER BY SEAGUARDITM)
SEA BOLLARDS
CONC. /LANDING PAD ELEV. = 4.50'
12'-0" q
LCONC. /PIER ELEV. = 8.00'
BE PILE CAP
4 STRUCTURE (TYP x4)
^ XISTING
1 ULKHEAD NO. 2
1 j:�
I
4' -0" x 8' -0" FOAM FILLED
BERTHING FENDER BY
SEAGUARD
I 7 -PILE TIMBER
DOLPHIN (TYP x2)
NEW SEA BOLLARD (TYP. x 4)
REINFORCED CONCRETE
PLATFORM (DECKING)
6" THICK CONC. LANDING PAD W/ 12 "x12"
TURNDOWN EDGES & H4 @12" O.C.
LEGEND
• EXISTING PSC PILES
NEW PILES
LCU 2000 SERIES EAST DOCK & PIER
SCALE: 1/16" = 1' -0"
LCU 2000 EAST DOCK & PIER - NEW WORK SCHEDULE
ITEM
QDANTITY
�BMK
20" x 80 -0 SQUARL PSC PILLS
441A
11611/1".U21.161 —STRAND
14" X SO' 0" SQUARE PSC PILES
6 EA
18)112" DIA 210 KSI LO -LAX STRAND
REINF CONIC BENTS
3EA
REFER TO DETAILS ON FIG. 11.
LCU 20W REINF. CONC. DECK
230051
INCLUDES DECKING& BEAMS, REFER TO DETAILS ON FIG. 11,
11'- 9-SQUARE•4'LDEEP
PI
BERTHING /FENDER PILE CAPS
4 E
SOW PSI MARINE CONCRETE W / EPDXY REBAR
16' -0 '. TO- -6'K 4'-0"DOCK
PILE CAPS
2EA
SOW PSI MARINE CONCRETE W/ EPDXY REBAR
BERTHING FE NDER5
4EA
4'"8'FOAM FILLED FENDER BY SEAGUARDITM)
SEA BOLLARDS
4 EA
6 SALVAGEABLE SEA BOLLARDS TO BE RE USED. PROVIDE 3
O MOORING & BERTHING DESIGNS SHALL MEET ALL APPLICABLE DESIGN CRITERIA AND
K
NEW SEA BOLLARDS THAT MATCH TYPE 11 SEA BOLLARDS
TIMBER 7 -PILE DOLPHINS
2 EA
REFER TO DETAILS ON FIG. 11.
U
-
• UFC 4- 151 -10 GENERAL CRITERIA FOR WATERFRONT CONSTRUCTION
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• UFC 4 -IS2 -0I DESIGN: PIERS & WHARVES
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REINFORCED CONCRETE
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DESIGN CRITERIA.
O MOORING & BERTHING DESIGNS SHALL MEET ALL APPLICABLE DESIGN CRITERIA AND
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• UFC 4- 151 -10 GENERAL CRITERIA FOR WATERFRONT CONSTRUCTION
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• UFC 4 -IS2 -0I DESIGN: PIERS & WHARVES
• UFC 4- 152 -07 DESIGN: SMALL CRAFT BERTHING FACILITIES
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• UFC4- 159 -02 ENGINEERING &DESIGN OF MILITARY PORTS
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• UFC4-159 -03 DESIGN: MOORINGS
DESIGN LOADS:
• LIVE LOAD: 1W PSF
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• HEAVY WEATHER MOORING WIND DESIGN SPEED: 115
MPH (100 KNOTS)
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• MOORING CONDITION: TYPE III
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PLAN NOTES:
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1. ELEVATIONS REFERENCE NAVD88 DATUM.
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2. MEAN LOWER LOW WATER )MLLW ) ELEV = -2 W'
MEAN HIGHER HIGH WATER (MHHW) ELEV = •1. 10'
FEMA 100 YR BASE FLOOD ELEV = •600', ZONE AE
3. HARDWARE CAST INTO AND EMBEDDED IN CONCRETE SHALL BE STAINLESS STEEL. ALL OTHER STEEL
HARDWARE SHALL BE HOT DIP GALVANIZED.
4. PROVIDE UHMWPE WEAR STRIPS BETWEEN FENDER PILES AND FOAM FILLED FENDERS.
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