20031116 Ver 1_401 Application_20030821

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
REPLY '10
ATTENTION OF:
August 19, 2003
Action ID No. 200200015
Q- MADS /401 GROUP
AUG Y t nwI
Regulatory Division
031) i(
NATER QUALITY SECTION
Mr. John Dorney
Division of Water Quality
North Carolina Department of Environment and
Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Dear Mr. Dorney:
Please reference the attached permit application l'or a Nationwide Permit #23. The work
proposed in this application is the reconfiguration and extension of the existing pier and dock at
the United States Coast Guard Station at Wrightsville Beach. Please provide any comments or
other pertinent information relative to the use of General Certification #3403 (Approved
Categorical Exclusions) for the proposed project on or before September 2, 2003.
Questions or comments may be addressed to me at the Wilmington Field Office,
Regulatory Division, telephone [phone].
Sincerely,
(?-tt???
Angie Pennock, Regulatory Specialist
Wilmington Regulatory Field Office
Enclosure ??
COMMANDING OFFICER
U. S. COAST GUARD -- CIVIL ENGINEERING UNIT
1240 E. Ninth Street, Rm. 2179
Cleveland, Ohio 44199-2060
(216) - 902 - 6241
To: USACE Wilmington District
LETTER OF TRANSMITTAL
Date: 7/28/2003 Job No: P/N 05-C03008
Attention: Ms. Angie Pennock
Re: Permit and reauested information
We are Sending: ? Attached ? Under Separate Cover via: the following items:
? Shop Drawings ® Prints ? Plans ? Samples ? Specifications
? Copy of Letter ? Change Order ® Permit Application & CATEX
Copies Date No Description
1 PCN Application
1 CG DWG 6921-D, Sheet 4 of 13.
1 CG Categorical Exclusion

THESE ARE TRANSMITTED as checked below:
® For Approval ? Approved as Submitted
? For Your Use ? Approved as Noted
? As Requested ? Returned for Corrections
? For Review and Comment ?
? FORBIDS USE 19

? Resubmit copies for Approval
? Submit copies for distribution
? Return corrected prints
? Prints Returned after Loan to Us
Remarks: Here is the information that was requested to continue the application process for Station Wrightsville Beach.
Please let me know if you need any further information to help expedite the application process.
Thank you very much.
U?
Copy To: tGr?do?v>f: Lo?daa?`'`'
Office Use Only: 0 3 ®1?-n'1']b lion May 2002
USACE Action ID No. DWQ No. ?? /r
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
® Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 23
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
II. Applicant Information
Owner/Applicant Inforination
'W RLANDS 1401 GROI 1P
Name:Officer in Charge QUG 'rr k llli
Mailing Address:USCG Station Wrightsville Beach
912 Water Street NM?n)1QC
Wrightsville Beach NC 28480
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: SHall (ar STAWri,htsviIlebeach.uscg.miI
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Naive: Commanding Officer
Company Affiliation: USCG Civil Engineering Unit Cleveland
Mailing Address: 1240 East Ninth Street, Rm 2179
Cleveland, Ohio 44199-2060
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: GLod?ye(u?CEUC'lcveland.uscg.mil
Page 5 of 12
III. Project Information
6
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than I 1 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Extend Pier & Install Floating Dock
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: New Hanover Nearest Town: Wri_ghtsville Beach
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): From Wilmington, NC take US 74
eastbound to Wrightsville Beach. Turn right on Wayne Blvd after crossing bridge. Turn
left on Sunset Ave. Turn right on S. Lumina Ave. Turn right at the end of S. Lumina and
into the USCG Station on Water Street.
Site coordinates, if available (UTM or Lat/Long): 34° 11' 18" N 77° 48' 43" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
Property size (acres): 2.5
7. Nearest body of water (stream/river/sound/ocean/lake): Masonboro Inlet/Banks Charmel
8. River Basin: Cane Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at Iittp://li2o.ciii-.state.IIC.Lis/a(lmin/maps/.)
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The property is used for federal search and rescue operations
for the United States Coast Guard The property contain multiple single story strictures and
waterfront facilities that aid in the search and rescue process
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The USCG
Proposes to extend the existing fixed pier structure 40 feet into deeper water. This project
Will consist of the following major elements: (1) Demolish 93 feet of existing concrete pier
(w/timber deck) and install a new 80 foot long concrete dock in its place; (2) Extend the
existing pier 40 feet perpendicular to the shoreline, and construct a new 93 foot long concrete
fixed dock parallel to the shoreline; and (3) Extend existing utilities to the new fixed dock.
11. Explain the purpose of the proposed work: To support the mooring and operation of an 87'
long USCG patrol boat that will be home_ported at the station in the near future and to
alleviate the need for future maintenance dredging requirements at the facility.
IV. Prior Project History
If jurisdictional determinations and/or pen-nits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued pennits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
The USCG has tried unsuccessfully to obtain a dredging permit that would alleviated that need
to extend the pier at this time.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: No impacts are anticipated.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
es/no) Distance to
Nearest Stream
(linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htlp://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (deterniination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None
Total area of wetland impact proposed: None
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
wNN'Nv.uscs. ,oN;. Several internet sites also allow direct download and printing of USGS maps (e.g., wNyw.topo/one.com,
wvvvw.ma) uestcom, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: None
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact

Site Number
indicate on ma)
*
Type of Impact Area of

Impact
(acres)
Name of Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.

List eacn impact separately and idennry temporary impacts. Impacts Include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
N/A
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
httli://h2o.cnr.state.nc.ushicwetlands/strulgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at htt1)://h2o.en1-.state.nc.us/wrp/i11ciex.litni. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following infornation:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Page 10 of 12
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Gone 1 extends out 30 teet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I I of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
X1. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss Stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XI11. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
J"I
A{ Olicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
U. S. COAST GUARD
CATEGORICAL EXCLUSION DETERMINATION
FOR
P/N 09-CO3008
EXTEND PIER & INSTALL FLOATING DOCK
USCG STATION WRIGHTSVILLE BEACH
WRIGHTSVILLE BEACH, NORTH CAROLINA
The U.S. Coast Guard plans extend the pier and install a floating dock at U.S. Coast Guard Station Wrightsville Beach, North
Carolina. The scope of work includes demolition of a 93-foot long section of existing fixed timber-decked pier, construction of
a new 40-foot long fixed timber-decked extension to the existing fixed concrete-decked pier, installation of a new 80-foot long
concrete floating dock, construction of a new 93-foot long section of fixed timber-decked pier, and relocation and extension of
utility services to the new pier and floating dock. An Environmental Checklist is attached.
This action is not expected to result in any significant adverse environmental impacts as described in the National
Environmental Policy Act of 1969 (NEPA). The proposed action has been thoroughly reviewed by the USCG, and the
undersigned have determined this action to be categorically excluded under current USCG CE #6, #8, and #13 from further
environmental documentation, in accordance with Section 2.13.2 and Figure 201 of the National Environmental Policy Act
Implementing Procedures and Policy for Considering Environmental Impacts, COMDTINST M16475.1D, since
implementation of this action will not result in any:
1. Significant cumulative impacts on the human environment;
2. Substantial controversy or substantial change to existing environmental conditions;
3. Impacts which are more than minimal on properties protected under 4 (f) of the DOT Act as
superseded by Public Law 97-449, and Section 106 of the National Historic Preservation Act; or,
4. Inconsistencies with any Federal, State or local laws or administrative determinations relating to the environment.
Date Ms. Lynn M. Keller
Preparer
7///// 13?
Date Mr. Frank A. Blaha
Environmental Reviewer
Environmental Engineer
Title/Position
Chief, Environmental
Compliance Section
Title/Position
In reaching my decision/recommendation on the USCG's proposed action, I have considered the information
contained in this CED (and in any attached environmental checklists or other supplemental environmental analyses)
on the potential for environment j pacts.
/ onnnandin Officer,
2"/ b? G _USCG CEU Cleveland
Date CDR Andrew P. Kimos Title/Position
Responsible Official
ENVIRONMEN'T'AL CHECKLIST
NOTE: This checklist should be completed by the decision-maker in consultation with
an ENVIRONMENTAL PROTECTION SPECIALIST. Please read the information on how to
properly complete this checklist on pages 4-10 and make sure each question is answered
using the accompanying explanations found on the pages cited after each question.
Attempting to answer these questions without reading the accompanying explanations
may result in an incorrect or incomplete environmental analysis.
*Proiect Description:
Project 05-CO3008 is to extend the existing floating dock at Station Wrightsville Beach.
The project includes the demolishin of a 93 foot section of existing fixed timber-decked
pier, construction of a 40 foot fixed timber-deck extension to the existing fixed
concrete-decked pier, construction of a new 80 foot long concrete floating dock and 93
foot section of Fixed timber-covered dock along with relocating and extending related
utility services to the new pier and floating dock.
Activity Year:
(*Note: Checklist preparer may want to attach additional descriptive information on the
proposed
action such as: diagrams, site maps, and photographs.).
Enclosure (2) to COMDTINST M 16475. 2
Part 1. Checklist Analysis.
YES NO NEED
DATA
1. Is there likely to be a significant effect on public health or safety'? X
(p• 5)
2. Does the proposed action occur on or near a unique characteristic x
of the geographic area, such as a historic or cultural resource, park
land, prime farmland, wetland, wild and scenic river, ecologically
critical area, or property requiring special consideration under 49
U.S.C. 303(c)? (p. 5-6)
3. Is there a potential for effects on the quality of the environment x
that are likely to be highly controversial in terns of scientific
validity or public opinion'? (p. 7)
4. Is there a potential for effects on the human environment that are x
highly uncertain or involve unique or unknown risks? (p. 7)
5. Will the action set a precedent for future actions with significant x
effects or a decision in principle about a future consideration? (p. 7)
6. Are the action's impacts individually insignificant, but x
cumulatively significant when considered along with other past,
present, and reasonably foreseeable future actions? (p. 7-8)
7. Is the proposed action likely to have a significant impact on a x
district, site, highway, structure, or object that is listed in or eligible
for listing in the National Register of Historic Places, or to cause
the loss or destruction of a significant scientific, cultural, or historic
resource? (p.8)
8. Will the proposed action have a significant effect on species or x
habitats protected by Federal law or Executive Order ? (p. 9)
9. Is there a potential or threatened violation of a Federal, State, or x
local law or requirement imposed for the protection of the
environment? (p. 9-10)
10. Is the action likely to have other significant effects on public x
health and safety or on any other environmental media or resources
that are not specifically identified in this checklist? (p. 10)
Part II. Comments or Additional Information Related to Part I:
In regard to question 3 of Part l this project is being undertaken in lieu of a more
controversial dredging project. Public opinion to date has been supportive of the
extension/addition of the existing dock at Station Wrightsville Beach
Enclosure (2) to COMDUNST M16475.1D 3
Part 11. Comments or Additional Information Related to Part 1 (continued):
Part 111. Conclusions.
1. A CE is recommended for this proposed action. [X]
Comments:
2. An EA is recommended for this proposed action.
Comments:
3. An EIS is recommended for this proposed action. [ ]
Comments:
_Lynn M. KelleU4_W`t/ ? Env. En ineer
Date *Prep arer/Environmental roject Manager Title/Position
Zl 0 3 _ Frank A. Blah Chief ER
Date **Enviromnen a eviewer Title/Position
*The USCG preparer signs for NEPA documents prepared in-house. The USCG
environmental project manager signs Cor NEPA documents prepared by an applicant, a
contractor, or another outside party. **Signature of the Environmental Reviewer for the
Bridge Administration Program may be that of the preparer's.
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HYCR0GRAPH!C SURVEY:
. THE HYDROGRAPHIC SURVEY WAS COMPLETED ON
JANUARY 28, 2063 BY COLLINS ENGINE--RS, INC.
2. SOUNDINGS WERE OBTAINED USING A CONTINUOUS
RECORDING FATHOMETER OPERATING AT 200 KH2,
3. HORIZONTAL PCSTTIONING WAS OBTAINED USING A
SUB-METER DGPS SYSEM.
4. ALL CHANNE''_ BOTTOM ELEVATIONS ARE IN FEEL AND ARE
REFERENCED TO THE TOP OF THE TIMBER DECK OF THE
FIXED PIER -SING AN ASSUMED ELEVATION OF 10.12 MLW.
-. BASE MAP INFORMATION SHOWN ON THIS DRAWING IS FOR
INFORMATION ONLY, AND SHOULD BE CONSIDERED

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5. THIS HYDROGRAPHIC SURVEY WAS COMPLETED TO
EVALUATE
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O WRIGHTSVILLE BEACH FOR DESIGN PURPOSES.
O 7.
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O B. THE CHANNEL LIMIT AND 80 FT SETBACK COORDINATES
PROVIDED BY THE 'J.S. ARMY CORPS OF ENGINEERS,
WILMINGTON DISTRICT NAVIGATION BRANCH, ARE AS FOLLOWS:
W
18 UTM NAD-63
CHANNEL NORTH CHANNEI SOUTH
E 790995.20373 _ 789457.11715
N 12425084.66476 N 12423200.57542
SETBACK NORTH SETBACK SOUTH
E 791057.38280 E 789568.53497
N 12425034.24727 N 12423210.3630_'
NORTH CAROLINA STATE -IN'
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C' N 1635046 IN 1615250
3N W
/? li , I APPROXIMATE SHORELINE
}NG -LOA LNG Joy. ! ELVATION C.00 MLW
J IS II?IJI
/ V ADJACENT PROPERP: DWNER:
NR. WILL" TABER
907 WMINA pRNT

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ADJACENT PROPER' DWNER..
MR ERASER PERRY
920 WATER STREET
NEW SITE PLAN
1 30
IP'
•? fill' 41
B
A
CONSULTANT,
COLLINS ENGINEERS, INC.
125 WAPPOG CREEK DRIVE
SUITE G
CHARLESTON, SC 29412
[phone]
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
<?AES Cc9
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a
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779U
USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
1
CHECKED BY: BNJ
SCALE:1 : 30 PLOT SCALE: 1:1
EXTEND PIER do INSTALL FLOATING DOCK
STATION WRIGHTSVILLE BEACH
WRIGHTSVILLE BEACH NORTH CAROLINA
NEW SITE PLAN
REVIEWED BY: REVIEWED BY: I REVIEWED BY:
C. P. LODGE G. S. PLACZEK L LEFKDVITZ
A. P. KIMOS 5/15/03
APPROVING OFFICER DATE
105-CO3008 I 6921-D
2
3
-02 ISHEET 4 OF 1?
EXISTING CONCREE PIER
GLIYED TOWER
Y
LISCG STATION
WRIGHTSVIL_E BEACH, INC
017 WATFR S-RFP
Ic
2 3
PgES Cp9?
a
W n
F i
?y4 17913
COAST GUARD
'MR-'iCHTSV LLE BEACH, FORTH CARO?'If?A
4
DRAWING INDEX
SHEET TITLE
I TITLE SHEET
2 GENERAL NOTES AND SOIL BORING DATA
3 DEMOUTION - PLAN AND SCHEDULE
4 NEW SITE PLAN
5 FLOATING DOCK AND GANGWAY - PLAN AND ELEVATION
5 40 FOOT PIER EXTENSION - PLAN AND ELEVATION
7 93 FOOT PIER - PLAN AND ELEVATION
B CONCRETE REINFORCEMENT - SECTIONS AND DETAILS
9 TIMBER CONNECTION DETAILS
10 FENDER CONNECTION DETAILS
11 PIER UTILITIES EXTENSION
12 ELECTRICAL SITE PLAN
13 ELECTRICAL DETAIL PLAN
EXTEND PHE-R
T4T? N
113
A
& S L_ FL C AT? N DOCK
4 \
SYMBOLOGY LEGEND
'\\-? I
<? ?C
? U
U ?
I
I
PRIVATE
n STEEL SHEETPILE BULKHEAD RESIDENCE
B m
i
o II 'O j? GUYED
TOWER r
REINFORCED CONCRETE
BULKHEAD
STATION
UILDING
w? w o
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Q YI G
L11 Z
x G ~
Q IU` GARAGE
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CONCRETE PIER

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RESIDENCE
m RETAINING WALL
N
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LOCATION MAP
SCALE: NONE

'`EE'VELAN D
UNITED STATES COAST GUARD
CIVIL_ ENGINEERING UNIT
CLEVELAND, OHIO
2
3
A2 SECTION IDENTIFICATION NUMBER OR LETTER
303 NUMBER OF DESTINATION SHEET WHERE SECTION
IS SHOWN
B-1 APPROXIMATE SOIL BORING LOCATION

BOLTON
SUPPLY
?r SOUTHPORT
ATLANTIC
OCEAN
ISLAND

1 LSTATION
WRIGHTSVILLE BEACH
G
FORT FISHER
?O
BALDHEAD
VICINI T Y MAP
SCALE: NONE
4
COLLINS ENGINEERS, INC.
125 WAPPOO CREEK DRIVE
SUITE G
CHARLESTON. SC 29412
[phone]
C
01,
f OpFp e¢.i - SEAL
04517 ? - c 2171-
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
??atES Cpl
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2 0?
779 i
B
USCG, CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OHO
MW PR & NSM RAW D=
STATION WMGHTSVUE BEACH
WRIOHTSVILIE BEACH NORTH CAROLINA
A TITLE SHEET
REVIEVIIED BY: BY: 1¢YED BY,
G P. LDD6E [r. S PIACgN L Utl(OMiZ
PRO.ECi ENG. BRAnCH CtaEF
A. P. IOMOS 5/15/03
APPROVING oFT DATE
05-CO3008 6921-D
DISU"t/SHT 0-
G-01 SHEET 1 OF 13
1 1 2
SOIL BORING NOTES:
THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAME-
PROJECT AND MUST ONLY BE USED TOGETHER WT= THAT REPORT.
BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL
ACCORDANCE WITH ASTM D-1586.
3. STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.
4_ BORING LOCATIONS ARE SHOWN ON SHEET C-02
BORING ! 00 B-1 F ? BORING LOG B-2 _
?-
o_ 0 9 MATERIAL DESCRIPTION y. gl MATERIA! DESCRIPTION t F: 9
a
WATER T ER
WATER
101 '. lo-- I 10? ',.
I.? IS- II II
MEDIUM DENSE GRAY FINE SAND -
TRACE OF SILT (SP-SM)
B
A
'1 MEDIUM DENSE CRAY FINE TO MEDIUM
' SAND TSP)
i
VERY SOFT BLACK ORGANIC CLAY (0H)
LOOSE DARK GRAY FINE TO MEDIUM SAND
ANC SHE FRAGMENTS
MEDIUM DENSE TO DENSE GRAY
SILT" FINE SAND (SM)
BORING OM. L c0 AT 7'_EVAINON -55.Z MLW
WHERE HARD ROCK WAS ENCOUNTERED
BORING LOG B-3
MATERIAL DESCRIPTION
qq T MEDIUM DENSE GRAY FINE SAND
LOOSE GRAY FINE DAND - TRACE 4?
D." SILT (SP-SM) SOME SILT (SM)
MEOIUN DENSE GRAY FINE MEDIUM DENSE O _DOSE GRAY FIN[
TO MEDIUM M7 TO MEDIUM SAND (4)
SANG (S^: A Al

ss-
T 'VERY LOOS BLACK AND DARK GRAY
CLAYEY LINE SAND (S';
I
`
?`ff I1
T
14:
I
I
u_
.. DENS TO MEDIUM DENSE CRAY $_".NF
SAND ISM)
x?

I
LIVER, DENSE GRAY FINE SAND AND
?CEMEMTED SAND FRAGMENTS (SANDS-DNE
BORING COMP_ A ELEVATION 55.6 MLW
WHERE HARD ROCK WAS NCOUNERE,D
=III (MEDIUM DENSE GRAY" FINE TO MEDIUM
I SAND AND SHEL:. FRAGMENTS (C_)
VERY SOFT DARK GRAY SANDY CLAY
TRACE O SHELL RAGMENTS (CL)
ABERE'JIA-CNS 3
ACI = AMERICAN CONCRETE INSTITUTE
AISC = AMERICAN INSTITUTE OF STEEL CONSTRUCTION
APPROX = APPROXIMATE
ASTM = AMERICAN SOCIETY FOR TESTING AND MATERIALS
AWPA = AMERICAN WOOD PRESERVERS ASOCATION
AWS = AMERICAN WELDING SOCIETY
BM = BENCH MARK
'CA = CHROMATED COPPER ARSENATE
CF = CUBIC FEET
COS = CONTRACTINC CFF!CERS TECHNICAL REPRESENTATIVE
CUBIC YARDS
DA DIAMETER
EACH
ELEV ELEVATION
xIS EXISTING
"= Si
CALV. = GALVANIZED
IN. = INC; CGS
LE. = POUND
L- = LINEAR PELT
MAX MAXIMUM
MHW = MEAN HIGH WATER
MHHW = MEAN HIGH HIGH WATER
MIN MNXMUM
M W - MEAN LOW WATER
MLW = MEAN 'LOW LOW WATER
MS_ = MEAN SEA '.EVE'_
NTS = NOT TO SCALE
DC = ON CENTER
O.D. = OUTSIDE DIAMETER
PCF = POUNDS PER CUBIC FOOT
PSI = POUND PER SQUARE INCH
PSE POUNDS PER SO'JARE FOOT
R/C REINFORCED CONCRETE
SF = SOJARE FOOT
JYP) - TYPICAL
USCG - UNITED STATES COAST GUARD
JON = UNLESS OTHERWISE NOTED
SECONDS OR INCH
MINI;-ES OR -_T
S - AT
INTERLINE
m DIAME-ER OR PHASE
it FLCA-iNG DOCK DESIGN CR'TERIP
u LOOSE GRAY FINE SAND - SOME SIT
(
SIM, DAD:
{
{
I A. GRAVITY AL DF AL OMP NEN TS
1
`
{
T{ i M DIUM DENSE "D DENS GRAY JNI. ORMILY DISTRIBUTED LIVE LOAD 53 .,.
1] {i SILT FINE SAND (SM,I
J F CONCENTRATED J`T LOAD 500 Ld
i 1 2- WIND LOADS:
' W/ DESIGN VESSELS MOORED 70 MP:'.
B. W/0 V73SLFS MOORED = 10C MPH

I i 3. BERTHNG LOAD - 5000 -DOT POUNDS
BORING COMPLETED A" E=valOh 55.0 MLw
4. WAVE LOA', = 3 iT
WHERE HARD ROCK WAS ENCDUN EREC _. DES,GN VcSSE:S: 7' MLB 3' RSP
OVERA_ LENGTH: as' 22'
°_EAM: 15'-A' 11
DISPLACEMENT: 20 TONS 2.5 TONS
CRAFT: 4'-5" 2'-5'
EXEC --FR DESIGN CRi?RIA
1. DESIGN VESSEL 'S 110' PATROL BOAT
MINIMUM DREDGE DEPTH = -11 FT MLW
BEAM = 21' - 5'
. ENG'4 ='I C'
DRAFT = 7' (FUL !DAD)
DISPLACEMENT = 155 TONS (FULL LOAD)
HEIGHT = ''.9' - <' (FROM OWL)
2 GRAVTY LOAD:
A GRAVr LOAD OF ALL COMPONENTS
B. UNIFORMLY DISTRIBUTED LIVE LOAD = 1GO PSF
C. CONCENTRATED UV LOAD = 500 LB.
3. WIND LOADS:
A W/ DESIGN VESSELS MOORED = 70 MPH
:. WIG `fSSLES MOORED = 100 MPH.
BERTHING _OAD = 55CC FOOT POUNDS.
5. JSE 75' 'LONG PINS, CUT PILES OFF AT ELEVATIONS
INDICATED ON THE PLANS.
S. MIN. COMPRESSIVE STRENGTH FOR STEEL PIPE
PILES = 2B TONS
NII_ITION
-HE CONTRACTOR SHALL FOLLOW LIMITS OF DEMOLITION
AS INDICATED ON THE DRAWINGS.
2. WHERE (DEMOLITION OPERATIONS HAVE DAMAGED EXISTING
CONCRETE WHICH IS TO REMAIN AS PART OF THE LOAD
CARRYING STRUCTURE, PATCH AS NECESSARY TO PRODUCE
A REASONABLY UNIFORM AND SMOOTH SURFACE.
3. DURING DEMOLITION, THE CONTRACTOR SHALL NOT DISPOSE
OF ANY DEBRIS IN THE WATER OR UNDER PIER.
4. ALL REMOVED, DEBRIS SHALL BE DISP057-D OF OFFS;TE
UNLESS OTHERWISE DIRECTED.
2 3
GENERAL NODS: 4
.. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE
SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES.
2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS CF THESE PLANS
AND SPECIFICATIONS.
_. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS
BEFORE STARTING WORK. NOTIFY CONTRACTING OFFICER OF DISCREPANCIES.
4. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED: METHODS OF
CONSTRUCTION AND ERECTION OF SaJCTJRAL MATERIAL S THE
CONTRACTOR'S RESPDNSIB,! !-.
THE CONTRACTOR SHALL N A DAILY BASS REMOVE FROM HE SEE ANY
EXCAVATED MATERIAL OR DEBRIS DISPOSAL O= THE MATERIALS IS ?E
RESPONSIBILITY OF THE CONTRACTOR. ALL DEBRIS SHALL BE PROPERLY
DISPOSED DF OFF GOVERNMENT PROPERTY
5. THE FOLLOWING DATA S PRCIADED CONCERNING TIDAL INFORMATION:
MHW = -3.80
MSL = -1.75
MLW 0.00
ALL ELEVATIONS PROVIDED ON DRAWINGS ARE REFERENCED TO
MEAN LOW WATER (MLW)7. CONTRACTOR SHALL VERIFY LOCATIONS OF AL JTE1TIES PRIOR TO
COMMENCNG WORK.
r-CILLINS WAPP ENGINEERS, INC.
25 wa?
I 25 vO CREEK OR'.vE
ITE S
HARL STON SC 25112
(84,) 406-130C
G
8. THE EXISTING PIERS ARE NOT RATED TO CARRY ANY VEHICLE LOADS. AL
MATERIALS AND EQUIPMENT ML' S; BE TRANSPORTED BY WHEEL BARROW OR
SMALL BUGGIES. HEAVY EQUIPMENT MUST BE WATER BORNE FOR PILE DRIVING
OR CONSTRUCTION.
CDNCRE L AND REINFORCING STEEL
L ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301,
JN_ESS OTHERWISE NOTED ON THE PLANS.
2. AC-1-IN-P! ACE CONC4Eff SHALL BE A NDRMA: WEIGHT
ON RE. R FER TO THE SPEPCAIONS FOR CAST-;N--LAC--
C CON RE-- PROPERTIES
AL DETAILING. FABRICATION, AND ERECTION OF REINFORCING STEEL SHALE
CONFORM TD THE ACI MANUAL 0 STANDARD PRACTICE FOR DETAILING
REINFDRCED CDNCRE- STRUCTURE-. CI 3 0
MATERIALS SHALL CONFORM TO Ti_ O__UWING, JON:
28 DAY RE--ASE
RESTR SSED DNCR PIES 5000 ?S <SOG P5.
e. RECAS CONCRETE NON-PRES"RESSEC 4000 PS.
CAST-IN-PLACE CONCRETE-, 4000 PS.
REINFORCING STE__
Cll?S
f. FNGrlE16, NG $ ' SEAL
C-1517 - 21715 -
`?CK7 D. LLB Cf° ...
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
A REINFORCING SEE_ AND DOWELS FOR CONCRE E ASTM A615GRACE 5C (1
B. PRESTRESSING S::-E-_ ASTM A 41E GRADE 27C
SPIRALS_ ASTM A 82, EPOXY' COATD V_A
5MINIMI,M CDNCRE- PROTECTION OR RENFCRCEMEN '2? RE CA$"'RESSEC CDNCRE 2 -CAS' IA PACE :ONC4E'F 7. PVC SLEEKS AR 0 BE SCHEDU <C _. MINIMUM BASE ? AE GROUT PRO _RTIESTENSILE STRENGTH - 2.30C PSIFLEXJRA_ STRNGTH - 2,500 PSI CONS STRENGTH T CONCRETE LE 3.30D ?S'. CONSISTENCY MUST BE POURABLE B
9. CONCRETE AND BASE PLATE CONTACT AREA MUST BE CLEAN, SOUND AND FREE OF STANDING
WATER BEFORE 'DURING CRO'JT PACE REMOVE :)LIST. LA'.aNCE, OL AND FDRuGH FAR- IDLES
BY MECHANICAL MEANS, I.E. SAND BLASTNG OR BRUSH HAMMERING. SAND, B_AS MEAL BASE USCG, CEU CLEVELAND
PLATES TO A OOMMERCAL WHILE FINISH FOR MAXIMUM ADHESION. CPPLY GROUT IMMEDIATELY
45 PREVENT RE-OXIDIZING. 1240 EAST 9TH STREET
CLEVELAND, OHIO
TIMBER CONSTRUCTION:
ISSUE
ALL IMBER CONSTRUCTION SHAL CONFORM TO THE RECCMMENCATICNS
OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
I
2. TIMBER PILES SHALL BE TREATED WITH CCA IN ACCORDANCE WTH AWPA CIB
FOR TIMBER IN SALTWATER IMMERSON. PRESERVATIVE RETENTION SHALL BE 2.50 ?CF.
TIMBERS SHALL BE TREATED N ACCORDANCE WITH AWPA GB FOR TIMBER SUB,ECT
SALTWATER SPLASH. THE PRESERVATIVE RETENTION SHALL BE 0.6 PCF.
'_. TIMBER MATERIALS:
MARK I DATE DESCRIPTION
TIMBER XCKING (SPIB) NO. i DENS (51251)
CHOCKS, WALES, & BLOCKING GRACE NC. 2
ROUND TIMBER PILES ASTM C-25
4. WHEN CONNECTING HARDWARE :S SHOWN ON -HE DRAWINGS THE TYPE,
SIZE SPACING, AND ALIGNMENT ARE CRITICAL AND MUST BE MAINTAINED. DC
NOT 'UNDERCUT WOOD, LION_ CONNECTIONS >`HAU. PULL AND HOLD MEMBERS BEING
JOINED INTO CLCS CONTACT.
BOOS AND NUTS SHALL CONFORM TO AS-IM A307, GALV_ LION.
5. WASHERS SHALL BE GALV. QGLE WASHER JON.
BORE HP LES FOR THRU BOLTS WITH A BIT 1/16 INCH LARGER IN DIAMETER
THAN THE SHANK DE THE BOLT. UNLESS NOTED AS TIGHT FIT.
8. TIMBER FENDER PILE SHALL BE DRIVEN TO PILE TIP ELEVATION INDICATED,
9. ALL TIMBER FENDER PILES SHALL BE INSTALLED WITH A 1:24 BATTER.
:0. TIMBE DECK STRINGERS AND CROSS BRACING SHALL BE ROUGH SAWN TIMBER.
I. THE MINIMUM BUTT DIAMETER FOR AL TIMBER FENDER PILES IS 14'.
12. ALL STEEL ANGLES, WASHERS AND PLATES SHALL BE HOT DIPPED GALVANIZED.
PRESTRESSED CONCRETE PILES
CONCRETE = 5.000 PS
REINFORCING fy = 60.000 PSI
STRAND fpv = 270,000 PSI
MIN. COMPRESSIVE STRENGTH = 45 TONS
MIN. 7ENSILE STRENGTH = 15 TDNS
2. TEST PILES SHALL BE DRIVEN WHERE INDICATED BY THE COTR.
Z. PILES SHALL BE DRIVEN AS NEAR TO THE DIMENSIONS AND BA 7RS
AS INDIOA=__ ON THE DRAWINGS AS POSSBL
4. MINIMUM PRES:rcESSING FORCE IN PILES AFTER LOSSES SHALE BE 900 PS.
5. USE 7C' LONG PRESTRESSED CONCRETE PILES, CUT PILES OFF AT ELEVATIONS
:NDICATED ON PLANS.
4
(SCALE: NONE PLOT SCALE: 1:1 1
EXTEND PIER do INSTALL FLOATING DOCK
STATION WRIGHTSVILLE BEACH
WRIGHTSVILLE BEACH NORTH CAROLINA
A GENERAL NOTES
AND SOIL BORING DATA
G. P. LODGE I G. S. PLACZEK I L LEFKOMTZ
A. P. KIMOS 5/15/03
APPROVING OFFICER DATE
05-CO3008 I 6921-D
G-01 1 SHEET 2 OF 13
I I
1 2
W,o
II I uJ
II I I -
i
- -
I
EXI$ING CONCRETE PER i J
TO REMAIN I
REMOVE 2*-8' x 8'-0' SIZE! H
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IB

EXISTING CDNCR
T(
A
REMOVE EXISTING CLEAT ME
REMOVE REINFORCED CONCRETE PILE ZAP HARDWARE AND STORE FOR USE
-I POTABLE .ATE-R STANCHION ON NEW FIXED ?IER (TYP.
REMOVE REINFORCE] CONCRETE ?I REMOVE AND STORE FOR USE
LONONOINAL BEAM I ON NEW FIXED PIER
III Y
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REMOVE 16' CONCRETE PILE r
(TYP,) J
12' DIA. TIMBER FENDER PILE TO BE /
REMOVED (TYP.' J
2
FIXEC TIMBER PIER -TIMBER REMOVAL SCFEDu''_E
SIZE III
ITEM aNGTH !F; 1 WDTH '1W DEPTH 'IN) OUANT- UNIT REMARKS
TIMBER DED',ING 70 12 4 91 EA REMOVE AND DISCARD
TIMBER BLOCKING a a ! 20 EA REMOVE AND DISCARD
TIMBER CURB fi 6 154 ;F REMOVE AND DISCARD
TIMBER CJ49 2 5 2 25 EA REMOVE AND DISCARD
TIMBER -EDGER 182 REMOVE AND DISCARD
TIMBER FENDER PILE 38 12 DIA 38 EA REMOVE AND DISCARD
TIMBER WHALE 12 12 107 Lf REMOVE AND DISCARD
I UMBER CHOCK 8 12 107 LF REMOVE AND DISCARD
TIMBER BLOCKING I, < 12 17 EA REMOVE AND DISCARD
ANCHOR BOLT
-
1 DIA. '.
45
EA
REMOVE AND DISCARD
FIXED TIMBER PIER - CONCRETE REMOVAL SCHEDULE
SIZE
ITEM, LENGTH (FT) N1DTki (IN) DEPTH (IN) OLANTIT" UNIT REMARKS
CONCRE7 -TILE CAR 10 24 - 2C 1 8 EA REMOVE AND DISCARD
LONCRET-c BEAM 1 '2 75 !B2
LF 1- REMOVE AND DISCARD
'L CONCRETE PIL; 60 tfi 16 i6 EA REMOVE AND DISCARD
FIXED TIMBER PIER - UTILITY REMOVAL SCHEDULE
SIZE
ITEM LENGTH (FT) WIDTH (IN) DEPTH (1N) QUANTITY UNIT REMARKS
I1DOA POWER STANCH1011 EA REMOVE AND STORE FOR USE ON NEW FIXED ?TER
11- WATER STANOYON ----- ----- ----- EA REMOVE AND STORE FOR USE ON NEW FIXED PIER
UGHT POLE 20 8 8 1 EA REMOVE AND STORE FOR USE ON NEW FIXED PIER
ISANITARY SEWER CONNECTION ----- ----- ----- ! EA ! REMOVE AND STORE FOR USE ON NEW FIXED PIER
FIXED TIMBER PIER - MISCELLANEOUS REMOVAL SCHEDULE
IZE I
ITEM = LENGTH (FT) ! WIDTH (IN) DEPTH. (IN) QUANTITY ' UNIT REMARKS
CLEAT 1-5 12 9 4 E0. REMOVE AND STORE FOR USE ON NEW FIXED ?TER
STEEL PATE 8 32 1/8 EA REMOVE AND DISCARD
NOTE THE ABOVE OUANTITIES ARE AN ESTIMATE AND SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO STARTING ANY WORK-
3 I 4
CC7LL.INS ENGINEERS, INC.
25 WA POD CREEK DRIVE
SUITE G
CHARLESTON, SC 29412
[phone]

7Np4fRS N SEAL
s 21715 ;
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
DES C
5?P o9?
? n
C
779p
USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
B
DRAWING SCALE: 1/4' = 1' PLOT SCALE: 1:1 !
SHEET TITLE
EXTEND PIER do INSTALL FLOATING DOCK
STATION WRIGHTSVILLE BEACH
WRIGHTSVILLE BEACH NORTH CAROLINA
DEMOLITION
PLAN AND SCHEDULE
?EVIEWED BY: REMEWED BY: ENEWED BY: j
G. P. LODGE G. S. PLACZEK L LEFKOVITZ
PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR
A. P. KIMOS 5/15/03
APPROVING OFFICER DATE j
PROJECT NUMBER DRAWING NUMBER
05-CO3008 6921-D
DIMPLINE SHT NO
C-01 SHEET 3 OF 13
A
,-EXISING POWER STANCHION
REMOVE AND STORE FOR USE
-
ON NEW FIXED PER - 4- m SANITARY SEWER

CONNECTION REMOVE AND
REMOVE 4' X 12' TIMBER CEfI. (ING

REMOVE CHOCKS WALES AND
l i
FENDER STORE FOR USE ON NEW
PER
FIXED
SYSTEM HARDWARE
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UMBER CURB TO BE iC BE REMOVED 8' X 8' LIGHT POLE REMOVE AND
REMOVED STORE FOR USE ON NEW FIXED PIER J -
r
TIMBER FENDER PUE9 to SPA. 0 5'-6' = 91'-0'
CONCRETE PILE 7 SPA. 0 13'-0' = 91'-C'
TIMBER DECK PIER DEMOU71 'CN PLAN
1/4' = -C'
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3
4
HY RCGRAPHIC SJRVEY:
THE HYDROGRAPHIC SURVEY WAS COMPLETED ON
JANUARY 28, 2003 BY CCJJNS ENGINEERS, INC.
2. SOUNDINGS WERE OBTAINED USING A CONTINUOUS
RECORDING EATHOMETER OPERATING AT 200 KHZ.
3. HORIZONTAL POS ION:NG WAS OBTAINED USING A
SUB-METER DGPS SYSTEM.
4. ALI CHANNEL BOTTOM. ELEVATIONS ARE IN FEET AND ARE
REFERENCED .0 THE TOP OF THE TIMBER DECK OF THE
FIXED PIER U'SNG AN ASSJMED ELEVATION OF 10.12 MLW.
-. BASE MAP INFORMATION SHOWN ON THIS DRAWING IS FOR
INFORMATION ONLY, AND SHOULD BE CONSIDERED
APPROXIMATE
5. THIS HYDROGRAPHIC SJRNEY WAS COMPLE-:) TO EVALUATE
-HE CHANNEL BOi OM TOPOGRAPHY AROUND USCG STATION
WRIGHTSMLLE BEACH' FOR DESIGN PURPOSES.
i. CONTOUR INTERVAL IS 1 _7IE ER
r N
i,
/ I
1 r
3 5i
EXISTING CONCRETE PER
NEW SITE PLAN
3/16- = 1'-0'
E h r APPROXIMATE SHORELINE
I ?
EL'VAION O.OC MLW
F NEWytLOA c DD ? ' T c? -L
EXS?,NG P_LAr.NG DOCI(

t.p p? 1

ADJACENT PROPER"! OWNER:
MR WILL IAM TABER
907 LUMINA DRIVE
CCLLINS ENGINEERS. INC.
ell
i25 WAPPOO CREEK DRIVE
SGi E G
CHARLESTON, SC 29412
(B<3) 405-130C
?2L/
-
II
?
pT? V?
?O!
'
y?
,•
I
....
,
?S ?
?
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/,?±.,•

U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
?atc ? oq?
w ?
w ?? 0
790
B ?USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
ISCALE: 3/16- = 1' PLOT SCALE: 1:1 1
EXTEND PIER do INSTALL FLOATING DOCK
STATION WRIGHTSVILLE BEACH
WRIGHTSVILLE BEACH NORTH CAROLINA
A
05-CO3008 1 6921-D
2
4
NEW SITE PLAN
REVIEWED BY: RENEWED BY: REVIEWED BY:
G. P. LODGE G. S PLACZEK L LEFKOYITZ
c

0

ADJACENT PROPERTY OWNER:
MR. ERASER PERRY
920 WATER STREET
A. P. KIMOS 5/15/D3
APPRDVING OFFICER DATE
3
-02 iSHEET 4 OF 113
o°
0
?v
?V
?P rya.
/? II
- G,IrEC TowER
I
LSC STATION
WRIG TSVIL- 3EAC:; NC
912 WATER STRFiT
I
13 3/8- E PIO.D. STEED
PIPE PILES, (TYP.)
CONTINUOUS SHORE HINGE
INSTALL PER MANUFACTURER'S?
G RECOMMENDATIONS lA r-- ??- _
30'x4' ALUMINUM
GANGWAY
EXISTING CONCRETE PIER
I I
30'-0" l SHORE POWER
100A
120 /280V 15' CLEATS ® 10'-0" O.C.
NEW COMPRESSED AIR 60 z BOTH SIDES
SERVICE ' (4)-4"0 PVC PIPE
CONTINUOUS ROLERI SLEEVES FOR ELECTRICAL POTABLE WATER SERVI
i CE
78'x18"x12" DEEP CONDUIT
JUNCTION BOX
a
L= -H
o?
I i
w :V
III II ? --------- - -?
-------------------- ------- - ------ - --------
-------------- _ - ___ _
MF---_-----_--_-_-14
-
--------- ------ -
__ _ E_______: E__=====_ ________________ ____:_______::
___
E
_ . _______
- _
_ _____ _
I II I Ilnll ?---- --y
_-7-77 ------
i I I I
HINGE PLATE LOTABLE WATER SERVICE o
ZI HORE POWER
A
Z'8'xl2".12' DEEP JUNCTION BOX 0 0A
5'-6"x5'-6"xl/2" 120 /280v
ALUMINUM 6 z
WEAR PLATE
NEW FLOATING DOCK PLAN
1/4. = V-0.
GALV. STEEL PILE
PLACE 2" OF CONCRETE ON
TOP OF PILE, ROUND EDGES
WITH HAND TROWEL
B
? 10' 0'
0
a
0
" ELEV. -16.0 MLW
C
w
e rv
z
i
x
a
N -
? N
REINFORCED CONCRETE DECK
0
N I
0 0.00 MLW
-? I
(4) 4" PVC SLEEVES FOR
ELECTRICAL CONDUIT
BOTTOM OF LECTRICAL BOX
MUST BE AT LEAST 6" ABOVE
THE FLOAT ELEVATION UNDER -7 7
FULL LOAD
PVC DRAIN
EXISTING MUDLINE 2' PVC ELECTRICAL CONDUIT
ELEV. -15.0 MLW
A
13-3/8" O.D. CONCRETE
FILLED STEEL PIPE PILE,
WALL THICKNESS = 1/2"
TIMBER WALES, (TYP.)
CONTINUOUS HEAVY DUTY MARINE
GRADE VINYL BUMPER STRIP, (TYP,)
CONTINUOUS TIMBER
RUB STRIP, (TYP.)
FOAM FILLED
FLOATATION CELL
. 2' PVC SLEEVE FOR POTABLE WATER
3-3/8' D.D. CONCRETE
ILLED PIPE PILE
l" X 4" X 3/B"
;ALV. STEEL ANGLE
0" HEAVY DUTY
'OLYURETHANE ROLLER
IR UHMW POLYETHYLENE
IOLLER
070 -Lv. UUU?,
NUTS, AND FLAT WASHERS
INTERNAL PILE GUIDE ROLLER DETAIL
N.T.S.
NEW FLOATII
13 3/8" O.D. STEEL
71
CONCRETE
PIPE PILE, 7YPFILLED
.
PILE TIP EL -55.0 MLW. USE 75' LONG PILES
DRIVE PILES TO REFUSAL AND CUT OFF AT ELEVATION SHOWN CONTINUOUS GANG
A'I NEW FLOATING DOCK SECTION
0-03 ''/4 = Y-o"
1
2
HORE HINGE
+ 10.00 MLW
TE
MLW
IG MUDLINE
3
i
I
4
INTERNAL PILE GUIDE
ROLLER
COLLINS ENGINEERS, INC.
iCa 125 WAPP00 CREEK DRIVE
SUITE G
CHARLESTON, SC 29412
[phone]
C
.. ;.t Oyf •.,
E ERMWERS. SEAL
C-1517 - - 21715
? Fv ,,, „ (. EOJ„••
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
??PSES cog
r
y? 0
7 790
B
USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
DRAWING SCALE: 1/4" = 1' PLOT SCALE: 1:1
SHEET TITLE _
EXTEND PIER & INSTALL FLOATING DOCK
STATION WRIGHTSVILLE BEACH
WRIGHTSVILLE BEACH NORTH CAROLINA
FLOATING DOCK AND GANGWAY
A PLAN AND ELEVATION
REVIEWED BY: REVIEWED BY: EVIEWED BY:
G. P. LODGE G. S. PLACZEK L LEFKOVITZ
PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR
A. P. KIMOS 5/15/03
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
05-CO3008 6921-D
DISCIPUNE SHT NO
C'-03 SHEET 5 OF 13
A3 NEW GANGWAY ELEVATION
0-03 1/4" = l'-O'
O
B
40 FOOT PIER EXTENSION LAYOUT
1/4' = V-0'
40 FOOT PIER EXTENSION FRAMING PLAN
1/4 1 -0
CONNECT STRINGER TO EXISTING PIER
WITI1 A X d X 1/2' STEEL ANCIE
WITH 3/4.0 GALV. CONCRETE ANCHOR
EXISTING REINFORCED BOLTS
CONCRETE SLAB 4 2' X 12' TIMBER
L BACKER BOARD
EXISTING CONCRETE 2- X 6" TREATED TIMBER DECKING
TEE $CTION (1/4' SPACING MAX.)
ELEV. +10DO MLW

A

2
EXISTING 12' SQUARE CONCRETE
PILE
18' SQUARE PRESTRESSED
CONCRETE PILE (TYP.)
A2 EXISTING PIER TO PIER EXTENSION STRINGER CONNECTION
C-04 1 q = 1-0
3
2" X 8' X 12'
TIMBER BLOCKING
6" X B' TIMBER
CHOCK
A4
C-04
1/2" THICK GROUT /
PAD J
i' GALV. STEEL PLATE
WITH 1/2" GROUT PAD
MUDLINE (VARIES)
2• X 12. 11MBER
STRINGER 19. C.
-A
12" X 12" TIMBER COLLINS ENGINEERS, INC.
FENDER WALE 125 WAPPOO CREEK DRIVE
SUITE G
ELEV +10.00 MLW CHARLESTON, SC 29412
A4
G_oa [phone]
a' X a' X 1/Y GALV.
STEEL ANGLE
R/C PILE CAP
18' SQUARE PRESTRESSED CONCRETE
PILE
CRLINS
_ '[WI!FEPS. IIC . SEAL
C-151 21715
PILEETIP
DR IV PILES TO RENBAL ELEVATION -550 NLW (FOR ESTIMATING ONLY? ?'•, ,,`L f 0. .
NOTE: TIMBER FENDER PILES AND HARDWARE
?g7C Of AB\ll;; %?CeRM?1XC1,
NOT SHOWN FOR CLARITY
C4 TIMBER DECK PIER SECTION AT PILE CAPS U. S. COAST GUARD
C_04 1/4= V-o
CIVIL ENGINEERING UNIT
12" X l TIMBER CLEVELAND
FENDER WALE
I4-0 TIMBER FENDER
PILE NOTCH TIMBER FENDER PILE TO RECEIVE FULL '(ES c
TIGHT FIT 3/4'0 x 42" GALV, BOLT 2' X 6' TIMBER DECKING ?P
PATH OGEE BASHERS. COUNTERSINK CONTACT WITH tY % 12' R
MBER FENDER 50?"
AT TIMBER FENDER PILE ONLY 1 WALE AND 8" X B' TIMBER BEAM BEAN.
ST 112' TIMBER
1 STRINGER
ELEV. +10.00 NLW 7 7V
B
24F
DRIVE FIT 1'0 X 24' GALV. BOLT 124
WITH OGEE WASHERS. DO NOT
COUNTERSINK BOTTOM CONNECTION B' X 8 TIMBER BEAM USCG, CEU CLEVELAND
MUDUNE (VARIES) TIGHT FIT AGAINST LENDER 1240 EAST 8TH STREET
PILES AT BOTH ENDS CLEVELAND, OHO
LJ PILE PP FIFVATION -400 MLW
6
4 TIMBER DECK PIER SECTION BETWEEN PILE CAPS
rC-04 1/` - 1-0
13'-Y
1/2' THICK GROUT PAD B" X 12' X 1" GALV. STEEL
1 PLATE UNDER STEEL ANGLE.
a'
EM MI RE ED
I f-0'
1'0 HOLE VON PVC J 3/4'0 CONCRETE X 4' X 1/2• GALV STEEL
SLEEVE ANCHOR BOLT ANGLE
NOTE: TIMBER STRINGERS NOT SHOWN FOR CLARITY.
A4 BEARING PAD AND STEEL ANGLE LAYOUT
G-04 1/4' = 1•-O'
4
R/C PILE CAP
10'
-B.
t3' t9' 15' 19" 19' 19' 19' 13'

ILL J

i

F?

LL j

1

<I
SCALE: i Cam= I' PLOT SCALE: 1: 1
SHILET TITLE
11{11/1
EKTDDATION &?F71fT LL SVIfLMX=BEAOH
sT
WRIGHTWLLE BEACH NORTH CAROLINA
40 FOOT PIER EXTENSION
A PLAN AND ELEVATION
REVIEWED BY: WED BY: ?REVIEWED BY:
G. P. IOOCE G S PLACZEX L LUKOVITZ
PRO,ECT EMC, BRANCH CHEF . p C
A. P. KINDS 5/15/03
APPROVMC UMCER DATE
nu WI
05-CO3008 6921-D
DISCPLWIE/SHT N
c-f14 s1EET 5 OF 13
C
1'e HOLE NTH
PVC SLEEVE
3/4' CHAMFER
(TYP.)
KEY WAY
B
#4 STIRRUP
(T )
N4 CURB STIRRUP
5-e6 BARS
2-N6 BARS
5-N6 BARS
no
?U
A
TYPICAL PILE CAP REINFORCEMENT ELEVATION FOR NEW 97' PIER
1/r = !'-C-
1
5-N6 BARS
2-N9 BARS
83 f
C-D6 I '
6-N6 BARS
2-1/2-
TYPICAL KEY WAY DETAIL
N.T.S.
A2 1 TYPICAL PILE CAP REINFORCEMENT SECTION
C-C6 1/2' = l'-O'
2
r;
mti
TYPICAL PILE CAP FL EVATICN FOR 40' PIER EXTENSION
/2' _ -0'
L?
TYPICAL PILE CAP REINFORCEMENT
1/2' = 1'-C'
C
B
A
1'. HOLE VAT
PVC SLEEK
B2 TYPICAL PILE CAP SECTION
C_06 1/2. = 1.-0.
i'a HOLE WITH
PVC SLEEVE
3/4' CHAMFER
(TYP.)
2'a HOLE (TYP.)
1111ESSED CONCRETE
PILE
NOTES
.
1. DRILL 2" HOLES 30' LONG PATH THE CENTERLINE
OF EACH HOLE 5' OFF EACH FACE OF THE PILE
2. HOLES SHALL BE DRILLED NTH A STAR DRILL. ROCK
DRILL OR PNEUMATIC HAMMER. INSIDE SURFACES OF
THE HOLES SHALL NOT HAVE A POLISHED FINISH.
SCARIFY SURFACE IF REWIRED TO REMOVE ANY POLISHED
FINISH.
3. DOWELS SHALL BE GROUTED WTHIN 48 HOURS AFTER
DRILLING THE HOLES.
4. HOLES SHALL BE CLEANED OF ALL LOOSE POWDER AND
STANDING WATER. DO NOT USE COMPRESSED AIR NTH
OIL TO CLEAN HOLES.
5. GROUT DOWELS FOR FULL DEPTH OF THE HOLE NTH HIGH
STRENGTH EPOXY GROUT.
83 TYPICAL DOWEL SPACING FOR PRESTRESSED PILE
C-C6 t/2' = T-D'
N4 STIRRUP
(1Y )
5-N4 CURB STIRRUPS
1'A HOLE WTH
PVC SLEEVE
N4 CURB STIRRUP
5-p6 BARS
2-N6 BARS
N4 STIRRUP
(TY )
3-N6 BARS C 2-
D.C. EACH SIDE
(E
99 DONE
GROUT DOWELS NTH HICI
STRENGTH EPOXY GRDUI
ELEVATION =0R 40' PIER EXTENSION
4
COLLI115 ENGINEERS, INC.
iCa 125 WAPPOO CREEK DRIVE
SUITE G
CHARLESTON, SC 29412
[phone]
`; a?1N. ,EARO(jy', • ?`?,? 441tap`2?e •,;
f''..
COLLINS
ENGINEERS, INC. SEAL
C-1517 21715 -
't? ' !'• NGIXEC:
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
??PZES co
O ?
y o?
7790
USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
DRAWING SCALE: 112' =, 1' PLOT SCALE: 1:1
SHEET TITLE
EXTEND RER k INSTALL FLOATING DOCK
STATION WRIGHTSVILLE BEACH
WRIGHTSVILLE BEACH NORTH CAROLINA
CONCRETE REINFORCEMENT
SECTIONS AND DETAILS
REVIEWED BY: REVIEWED BY: RENEWED BY:
G. P. LODGE G. S. PLACZEK L. LEFKOMTZ
PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR
A. P. KIMOS 5/15/03
APPROVING OFFICER DATE
05-CO3008 6921-D
DISCIPLINE SHT NO
C-06 SHEET 8 OF 13
a°
TYPICAL PILE CAP ELEVATION FOR NEW 93' PIER
1/Y = 1•-0.
u

3/4
'0 X 6" GALV. BOLT WITH
WASHERS BOTH
S
4' X B' X 1/2-
V. STEEL ANGLE
3/4"0 X 42' GALV. BOLT
WITH COUNTERSUNK OGEE
WASHER
'0 X 30" GALV. BOLT
GALV. COUNTERSUNK
WASHER
12' X 36' TIMBER
i"0 HOLE WITH
PVC SLEEVE_
12" X 12' TIMBER
FENDER WALE
3/4'0 X 30' GALV
BOLT WITH OGEE WASHEF
COUNTERSINK AT EXTERIOF
CONNECTION ONL1
5' X 8' TIMBEF
C.4oo
2" X B" X 12" TIMBER
BLOCKING. EACH SIDE
OF PILE (TIP.)
1/2 THICK GROU
PAD',
2' X 6" TIMBER
DECKING
2 X 12" TIMBER
STRINGER
1" GALV. STEEL
PLATE
C3 TYPICAL FENDER CONNECTION AT PILE CAP
C-07 1/2' ` 1' O"
(' 2' X 12" EXTERIOR
TIMBER STRINGERS
R/C PILE CAP 'I
14"0 TIMBER FENDER
PILE
B
2' X 12' TIMBER
4' STRINGER
A3 AJ
C-0] C-07
3/4'6 X 6• GALV.
2' k 12' TIMBER J BOLT (TIP.)
STRINGER
1' 111. STEEL
X 4" X 1/2' GALV. PLATE
STEEL ANGLE ---- T
1/2" THICK
GROUT PAD
R/C PILE CAP W
3/4.0 X 8" GALV
.
CONCRETE ANCHOR
BOLT (TYP. BOTH SIDES)
3'-0'
A
Ai\- TYPICAL TIMBER STRINGER SPLICE ELEVATION TIMBER STRINGER SPLICE ELEVATION
1/4' = Y-o"
1
2
A4
C-07
3/4'0 X 8' GALV.
CONCRETE ANCHOR
2' X 12" TIMBER
(3LOCKING
/ PILE CAP
--- === 3/4'0 % 42" GALV.
I ? BOLT WITH OGEE WASHERS
6' X 8' TIMBER
CHOCK
2' X 8' X 12' TIMBER
BLOCKING, EACH SIDE
OF PILE (TYP.)
12" X 12" TIMBER
1"0 HOLE WITH FENDER WALE
PVC SLEEVE
TYPICAL EXTERIOR STRINGER CONNECTION DETAIL
1/2' = 1'-0"
3
2' X 6' TIMBE
DECKING
COLLINS ENGINEERS, INC.
NAIL 2 PLACES AT EACH STRINGER 125 WAPP00 CREEK DRIVE
WITH 16D GALV. NAILS SUITE G
CHARLESTON, SC 29412
NAIL 4 PLACES AT EACH FENDER
T 843 406-1300
PA
H 160 CAIV. NAILS
12" X 12" TIMBER
FENDER WALE
C
TYPICAL TIMBER BLOCKING AND DECKING CONNECTION
1/2" = 1'-0'
3/4'0 X 5' GALV. BOLT
vATH FLAT WASHERS BOTH
SIDES
4- X 4- X 1/2' GALV.
STEEL ANGLE
1/2' THICK
GROUT PAD
2' X 12' TIMBER
STRINGER
3/4'0 GALV, ANCHOR
BOLTS
/ 1-1/2'0 GALV.
AT WASHER
GALV STEEL
PLATE
A4 TYPICAL STRINGER SPLICE SECTION
C-07 '/` = 1-0
NAIL 3 PLACES EACH SIDE
WTH 16D GALV. NAILS
2" X 12' TIMBER
STRINGER
4
OOLLNS
:FN
Nc •: 'E - SEAL
C-1517 = 21715 -
vo?
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
O ? C7
r C
7790
B
USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
DRAWING SCALE: 1/2" = 1' PLOT SCALE: 1:1
SHEET TITLE
EXTEND PIER & INSTALL FLOATING DOCK
STATION WRIGHTSVILLE BEACH
WRIGHTSVILLE BEACH NORTH CAROLINA
A TIMBER CONNECTION DETAILS
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G. P. LODGE G. S PLACZEK L. LEFKOVITZ
PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR
A. P. KIMOS 5/15/03
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
05-CO3008 6921-D
DISCIPLINE SHT NO
1 C-07 SHEET 9 OF 13
2- X 12' TIMBER
w STRINGER INGER
TYPICAL PILE CAP PLAN
1/2' = 1'-0-
C
B
A
2" X 8' X 12' TIMBE
BLOCKING, EACH SI[
OF PILE (TYF
5' X 8' TIMB
Al CHO(
C-08
a2
C-08
12' X 12' TIMBE
FENDER WAI
14"M TIMBER
FENDER PILE
^I 1
I
TIMBER
Al
C-OB
ez
C-OB
' TIMBER
_V.
BOLT WITH OCEE WASHER
AT EACH END, 00 NOT
COUNTERSINK BOTTOM
CONNECTION
TYPICAL FENDER CONNECTION DETAIL BETWEEN PILE CAPS
1/4' = 1'-0-
8' X 8' TIMBER
BEAM

1C 0 IMBER
FENDER PILE
NOTCH TIMBER FENDER PILE
TO REOEVE FULL CONTACT
NTH TIMBER BEAM, WALE.
AND CHOCKS
2' X B. x 12' TIMBER
BLOCKING, EACH SIDE
OF PILE (TYP.)
6' X B' TIMBER
CHOCK
12' X 12' TIMBER
FENDER WALE
16'
NOTE: CONNECTION HARDWARE NOT SHOWN FOR CLARITY
L"I TYPICAL `ENDER PILE NOTCHING DETAIL BETWEEN PILE CAPS
C-08 1/4' = -0.
12"
14'0 TIMBER
FENDER PILE
2'X 8" X 12' TIMBER
BLOCKING. EACH SIDE
OF PILE (TIP.)
5' % B' TIMBER
CHOCK
V V 3/--. X 20' GALV.
/ BOLTS.
SHE NUTS, AND OGEE
WASHERS
8- x 8' TIMBER
BEAM
- - - - - - - - - - - - - - - - - - -
?IA 1'0 x ze GALV.
BOLE NTH OGEE WASHER
COUNTEF151 K AT 'OP
?ONNECION ONLY
12' X 12' TIMBER
/ FENDER WALE
-k
1--?v
E32 TYPICAL FENDER CONNECTION BETWEEN PILE CAPS
C-OB 1/4. = 1-0.
1'0 HOLE NTH
PVC SLEEVE
12' X 12" TIMBER
FENDER WALE
2' X B' X 12' TIMBER
BLOCKING. EACH SIDE
OF PI'l_E (TYP.)
6 X 8' TIMBER
CHOCK
3/4.0 X 20' GALV,
A7 BOLT NTH COUNTERSUNK
C-08 OGEE WASHER
3/4.0 X 40' GALV
BOLT PATH COUNTERSUNK
OGEE WASHER
1/2" THICK ORDU'
PAD',
14'0 TIMBER FENDER
PILE,
6' X 8' TIMBER
CHOCK
2- X 8' X 12' TIMBER
BLOCKING. EACH SIDE
OF PILE (TYP.)
3/4.0 X 20' GALV
BOLES, NUTS. AND OGEE
WASHER;
F 7/4'0 GALV, BOLTS
NUTS AND OGEE WASHERS
N COUNTERSUNK HOLES
7/4'0 % 42' GALV
<
?
^?u N PAN
?I BOLT NTH OGEE WASHERS
COUNTERSINK AT TIMBER
FENDER PILE ONLY
14'0 TIMBER FENDER
PILE
l 4'-0'
4'-0'
o o a
0 o a o FI FVATDN 3/4'0 X 30' GALV.
BOLT NTH OGEE WASHERS
3/4'0 GALV BOLTS 12' X 12' TIMBER
NUTS AND OGEE WASHERS FENDER WALE
IN COUNTERSUNK HOLES
TYPICAL TIMBER FENDER SPLICE DETAIL
1/2' = l'-O-
2 3
2' X 6' TIMBER
DECKING
2' X 12' TIMBER
STRINGER
i' GALV. STEEL
PLATE AS
L-08
/ PILE CAP
A-i
B4 TYPICAL FENDER CONNECTION AT PILE CAP
C-08 1/4' = 1 _D_
PVC SLEEVE. (TYP.)
AP
A3 TYPICAL FENDER PILE NOTCHING DETAIL BETWEEN PILE CAPS
4
COLLIN5 EN131NEERS, INC.
125 WAPPDD CREEK DRIVE
SUITE G
CHARLESTON, SC 29412
[phone]
C
'• L?TOyy+,•
f EN?INC. k - i SEAL -
C-1517 ;x 21715
•,,,?,goi,LUT?,'' ,MFR 1iL?E•,,:;
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
?,??SES COq
s
o
w ?
1)90
B
USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
DRAWING SCALE: 1/2" = 1' PLOT SCALE: 1:1
SHEET TITLE
EXTEND PIER k INSTALL FLOATING DOCK
STATION WRIGHTSVILLE BEACH
WRIGHTSVILLE BEACH NORTH CAROLINA
A FENDER CONNECTION DETAILS
REVIEWED BY: REVIEWED BY: RENEWED BY:
G. P. LODGE G. S. PLACZEK L LEFKOVITZ
PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR
A. P. KIMOS 5/15/03
APPROVING OFFICER DATE
05-C03008 6921-D
DISCIPLINE SHT NO
C-08 SHEET 10 OF 13
I

-5 N o

CONSULTANTS
C13LLINS ENGINEERS, INC.
125 WAPP00 CREEK DRIVE
SUITE G
CHARLESTON, SC 29412
[phone]
C
B
A
---NEW FIXED NEW FLOATING -EXISTING II
TIMBER DECK DOCK FLOATING
PIER DOCK
NEW POTABLE 18'.18'x12'
WATER SERVICE DEEP JUNCTION
(TYP. OF 2). BOX.
MATCH EXISTING
FLOATING DOCK. I
SE'_ NOTE 2.
3
RELOCATED
SANITARY SEWER
?
CONNECTION. SEE e
NOTE 2 18"xl8"xl2" NEW POTABLE '
DEEP JUNCTION WATER SERVICE. J
BOX. SEE NOTE 2.
NEW COMPRESSED NEW COMPRESSED Is -
AIR CONNECTION. SEE Z AIR CONNECTION.
NOTE 2. m SEE NOTE 2. NEW 1" POLYESTER
RELOCATED POTABLE NEW I" REINFORCED REINFORCED CLEAR
WATER CONNECTION. SYNTHETI C RUBBER PVC PW SERVCE EXISTING DIE
SEE NOTE 2. a HOSE COMPRESSED & TUBING FOR NEW PUMP TO BE
AR LINE. SEE NOTE 1. FLOATING DOCK. RELOCATED
RELOCATED SEE NOTE I. EXISTING Ii
DIESEL PUMP COMPRESSED TEE 2
Q
a AIR ? I S I ?
PW FO P FO W FO
-EXTEND NEW 1i AIR
TO NEW LOCADON OF EXTEND EXISTING
1 FIXED PIER DOUBLE WALL FUEL OIL O
NOTES: L PIPING TO 0 NEW PUMP
1. RUN NEW I" PW SERVICE TUBING AND EXTEND NEW 4" SAN LOCATION
NEW COMPRESSED AIR HOSE IN SAME TO NEW LOCATION OF
CONDUIT. PROVIDE ENOUGH SLACK TUBING FIXED PIER
AND HOSE TO ACCOMMODATE LOCAL TIDES.
PROVIDE FABRICATION AND INSTALLATION EXTEND NEW 2" PW
DETAILS TO GOVERNMENT PRIOR TO ANY TO NEW LOCATION OF
FABRICATION OR INSTALLATION- FIXED PIER
2. FABRICATE AND MOUNT EXACTLY AS THE
EXISTING STANDS ON FLOATING III. PROVIDE
SHOP DRAWINGS SHOWING FULL DETAILS FOR
APPROVAL PRIOR TO FABRICATION.
a
plR /
p1R /
DECK
GARAGE IIn
UTILITIES SITE PLAN
1" = 20'-0"
2
SYSTEM STATION
BUILDING
WOODEN
DECK
CONC.
PAD
0
3

4
ENGINEERS ARCHTTEC75
C DAYIS
PLANNERS SCIENTISTS
FL MD
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DAVIS & FLOYD, INC
3229 WEST MONTAGUE.AVENUE
NORTH CHARLESTON, SC 29418 DAVIS&FLOYD
[phone] F-[phone] PROJECT No. 30843-00
20??? .CARp?y9,, '????SM" A9r,.A9 =
DAVIS
&
FLOYD, INC. zE SEAL
o
`p No. F-0244 17973 <
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SINI
-,GlfOF AU???P?, '-84REY U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
yPSES Cp9?
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7 790
B
USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
SCALE: 1" = 20' - 0' PLOT SCALE: 1:1
SHEET TITLE '-
EXTEND PIER & INSTALL FLOATING DOCK
STATION WRIGHTSVILLE BEACH
WRIGHTSVILLE BEACH NORTH CAROLINA
A PIER UTILITIES EXTENSION
REVIEWED BY: REVIEWED BY: EVIEWEO BY:
G. P. LODGE G. S. PLACZEN L LEFKOVITZ
PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR
A. P. KIMOS 5/15/03
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
05-CO3008 6921-D
DISCIPLINE SHi NO
M-01 SHEET 11 OF 13
NEW EXISTING
RELOCATED FLOATING DOCK FLOA7NG DOCK
LIGHT POLES NOTE 2-, NOTE 1
` C-22,24
NEW FIXED TIMBER PIER
C
I
j j
18"z18"x11" D)
2 NEW 100A 1
POWER RECEP
C-17,19 C-13,15
RELOCATED 120'? GFCI RECEPTACLE C-22,24 C-23 vat C-21
NOTE 3 RELOCATED 200A 480V 34 POWER RECEPTACLE A?
RELOCATED CCTV OUTLET I '

RELOCATED TELEPHONE OUTLET I
NEW FIXTUR
J I j TO MA TCH
j -X'S TING
l! EXISTING PUMP
NEW PUMP TO BE
j OCA 0N? j RELOCATED
- j ® NOTE 47
L
ICTON BOX
V 10
SEE DETAIL 1.
CONDUITS ON
PIPE RACK
DOCK
CONNECT ALL EXISTING CONDUITS EXISTING CONDUITS
TO NEW CONDUITS. INSTALL JUNC77ON TO PANELS "A" & "C"
BOXES AS REQUIRED.
B
DVC CONDI
ELECTRICAL SITE PLAN
SCALE: 1"=20'
00
GARAGE
SYSTEM STATION
BUILDING
DECK
WOODEN
DECK
EXISTIN PANEL "M"

5 cay?
3rO

CONSULTANTS
COLLINS ENSIN-e ERS, INC.
125 WAPP00 CREEK DRIVE
SUITE G
CHARLESTON, SC 29412
[phone]
G D Pl-kNNE?
FL MD DAVIS & FLOYD, INC
3229 WEST MONTAGUE AVENUE
NORTH CHARLESTON, SC 29418 DAVIS & FLOYD
(943)5518602 F-[phone] PROJECT No. 30843-00
DAMS &
.n FLOYD, INC. z ' SEAL -
o,
No. F-0244 z, 11973 )
ELECTRICAL MANHOLE
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
L#25OMCM
EXISTING REPLACE EXIS7WITH NEW CABLES NEW 250A PANEL "c"--,
EXI ING PANEL
EXI NG PANEL
l
ROUTE CONDUITS ALONG
EXISTING PIPE RACK.
LEGENDS AND SYMBOLS
SCALE: NTS
B
-------------- - UG CABLE IN EXISTING CONDUITS Sn - NEW GFCI RECEPTACLE
---------- - NEW CONDUITS INSTALLED ON PIPE RACK (EO - NEW POWER RECEPTACLE WITH DISCONNECT
------------- - NEW TEL. CONDUIT RUN ALONG PIPE RACK cl? - NEW LIGHT POLE FIXTURE
- - - - - NEW TV CONDUIT RUN ALONG PIPE RACK ® - NEW PUMP LOCATION
----------- - EXISTING ELECTRICAL CONDUIT N - EXISTING CCTV OUTLET
- --- - - - EXISTING TELEPHONE CONDUIT G - EXISTING TELEPHONE OUTLET
- - - - - EXISTING TV CONDUIT 90 - EXISTING POWER OUTLET WITH DISCONNECT
GFCJ RECEPTACLE
MATCH EXISTING
P
"
"
N
E
E
I
, REPLACE EXIS7NG
A
L
mM
'
L PANEL "C" 750A
400A 208Y/ 720V 304W EXISTING
30 4W EXISTING
2CKT WITH NEW PANEL "A"
"
REPLACE EXISTING PANEL "C" 250A PANEL
B° 208YI720V

700A 208Y/120V 4P 103W 50A 3P CIRCUIT
BREAKER W/ NEW 30 4W 42 CKT 0 3W 10 3W

RECEPTACLE C/W DISCONNECT
250A 3P RECONNECT
'

RUSSELSTOLL CAT. IIDBRF131510000
CIRCUIT BREAKER EXIST
G. CIRCUITS.
MATCH EXISTING. PROVIDE MATCHING
CORD CAP FOR EACH RECEPTACLE.
I

-MATCH EXISTING. STAND I

----------------
c
.EXISTING PANELS
------3- FROM NEW PANEL "C"
DETAIL 1 FLOATING DOCK POWER RECEPTACLE STAND
SCALE: NTS
A NOTE. FABRICATE AND MOUNT EXACTLY AS THE EXISTING STANDS ON FLOATING
DOCK j1. PROVIDE SHOP DRAWINGS SHOWING FULL DETAILS FOR APPROVAL
PRIOR TO FABRICATION.
CONDUITS TO NEW POWER RECEPTACLES,
GFCI RECEPTACLES AND LIGHTS.
POWER SINGLE LINE DIAGRAM
SCALE: NTS
FIXTURE SCHEDULE
TYPE DESCRIPTION MANUFACTURER CATALOG N0. VOLTAGE LAMP
QTY./TYPE REMARKS
0 SS POLE W/ 2-400W HPS LITHONIA KAD 400 SR 3LIDAD12P/T20-290 208 2140OW HPS
FLOODLIGHTS TO MATCH EXISi7NG FIXTURES
1
EXISTING 2i" CONDUIT
REMOVE EXISTING CABLES
INSTALL NEW 4,y250MCM CABLES
2
3
Iq - EXISTING LIGHT POLE FIXTURE
2Z - EXISTING PUMP TO BE RELOCATED
1, - EXISTING GFCI RECEPTACLE
XEs CO
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7790
USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2080
GENE;4AL NOTES:
A. MAINTAIN ELECTRICAL SERVICE TO ALL EQUIPMENT DURING CONSTRUCTION. COORDINATE ANY POWER
OUTAGES WITH STATION COMMANDER.
B. ALL JUNCTION BOXES SHALL BE NEMA 4X.
C. ALL SPICES SHALL BE MADE WITH APPROVED COMPRESSION SPLICE KITS.
D. ALL CONDUIT SHALL BE SCHEDULE 40 PVC.
E. ALL WIRE SHALL BE STRANDED THWN OR XHHW-2, f12 MINIMUM. PROVIDE EQUIPMENT GROUND CONDUCTOR
IN ALL CONDUITS.
F. ALL METAL SERVICE ENTRANCE CONDUITS AND FEEDER CONDUITS TO PANEL SHALL BE TERMINATED WITH
GROUNDING BUSHINGS AND BONDED TO THE PANEL ENCLOSURES.
G. SEE MECHANICAL DRAWING FOR EXACT LOCATION OF MECHANICAL EQUIPMENT.
H. PROVIDE ALL PANELBOARDS WITH EQUIPMENT GROUNDING BUS IN ADD177CN TO THE NEUTRAL BUS.
I. ALL FASTENERS AND HARDWARES SHALL. BE 316 STAINLESS STEEL.
J. SEAL ALL CONDUITS WITH MARINE SILICON SEALANT.
K. PROVIDE NEW PIPE RACKS UNDER NEW PIERS AND DOCKS TO MATCH EXISTING. CONTRACTOR TO PROVIDE
SHOP DRAWING SHOWING FULL DETAILS OF RACKS AND PIPE SUPPORTS PRIOR TO CONSTRUCTION.
DRAWING NOTES:
i. ALL EXIS7NG ELECTRICAL EQUIPMENT TO REMAIN IN SERVICE ON EXISTING FLOA77NG DOCK.
2. PROVIDE NEW ELECTRICAL EQUIPMENT TO MATCH EXISTING FLOATING DOCK. A
3. ALL ELECTRICAL EQUIPMENT ON FIXED DOCK TO BE RELOCATED TO NEW FIXED 77MBER PIER. INSTALL
JUNC710N BOXES AND SPLICE CABLES AS REQUIRED.
4. RELOCATE AND RECONNECT EXISTING PUMP, EMERGENCY SHUT DOWN AND LEAK DETECTION SYSTEMS.
I
EI= PER s OTAL FLOW D=
STATION VAGHTSMIU1 BEACH
WRIGiTSVILLE BEACH NORTH CAROUNA
ELECTRICAL SITE PLAN
G P. LODGE IQ S PL CM I L
A. P. KIMOS 5/15/03
OVING CER DATE
40• 2 E1 0 2D• 411• 05-C03008 6921-D
GRAPHIC „_SCALE
4 11- . .
E-01 ISHEET 12 OF 13
1 2 3 4
IL FIXED CONCRETE PIER
30'x4' ALUMINUM GANGWAY-CONDUIT NEW FLOATING DOCK-, 1 F // \ PVC STRAP (TYP.)/ I I `ONCPIPE RACKMOUNTED

\-PVC CONDUIT
C
NONMETALLIC FLEXIBLE CONDUIT
PROVIDE SUFFICIENT SLACK TO
ALLOW FOR FULL 77DAL RANGE
4" PVC SLEEVE PROVIDE MARINE TYPE SEALANT T!T
DETAIL 3 GANGWAY ELECTRICAL DETAIL
SCALE: 1/2"=l'-O"
IB
13j" O.D. STEEL PIPE PILES, TYP.
30'x4' ALUMINUM GANGWAY
4-4"0 PVC PIPE SLEEVE
FOR ELECTRICAL CONDUI
HINGE PLATE J/ LPOTABLE WATER SERVICE
5'-6"x5'-6x1/2" WEAR PLATE
?18"xlZ'x12" DEEP JUNCTION BOX
FLOATING DOCK ELECTRICAL PLAN
SCALE: 1/4"=l'-O"
-0 0
REINFORCE CONCRETE DECK POWER RECEPTACLE STAND (TIP.)
T 4 SEE DETAIL 1 SHEET E-1
2" PVC ELECTRICAL CONDUIT
4-4" PVC SLEEVES FOR
ELECTRICAL CONDUIT
18"x18"xi2" DEEP FOAM FILLED FLOATATION CELL
JUNCTION BOX
PVC DRAIN PIPE
2" PVC SLEEVE FOR POTABLE
A WATER
El IT
DETAIL 2 FLOATING DOCK ELECTRICAL DETAIL
SCALE: 1/2"=1'-0"
1 1 2
SHORE POWER IOOA 1201208V 6OHz
SEE DETAIL 1 SHEET E-1
ncro uiurnnu onv
SHORE POWER 100A 1201208V 6OHz
SEE DETAIL 1 SHEET E-1
PANELBOARD: C
LOCH DON: X MAIN BUS' 400A MOUN7ING: SURFACE PANEL TYPE: NEW
SERWCE: 208YI120V 30 - 4 W MAIN BREAKER: 250A / CIRCUITS 42 BRANCH BREAKER TYPE.• BOLT ON
WIRE SIZE
DESCRIPTION CIRCUIT CONNECTED V.A. BREAKER BREAKER CONNECTED V.A. CIRCUIT WRE S12E
IF NOT 911 NO A B C SIZE SIZE A B C NO DESCRIPTON
IF NOT 12
EXIS77NC 1 1000 1000 2
'
" EXIS77NG
EXIS77NC fX15
RNC CIRCUITS 3 1000 2P 20 1P 30 7000 4 EXISTING PANG
8 EXISTING
EXISTING 5 1000
3E 9000 5 EXISTING FLOA77NG EXISTING

EXISTING EXISTING LIGHTS
7
1000 2P 10 2P 100
9000 -
8
DOCK I STANCHION 1
EX1S77NG
EXIS77NG '
' 9 1000 9000 70 EXISTING BOA77NG EXISTING
EXIS77NO EXISTING PANEL
A II 1000 2P 40 2P 100 9000 12 DOCK 1 STANCHION 2 EXIS77NG
13 9000 IP 20 500 14 GFG DOCK i STANCHION 1 EXIS77NG
.92 BOA77NG DOCK 2 STANCHION) 15 9000 2P 100 IP 20 500 16 GFG DOCK i STANCHION 2 EXIS77NG
d1 17 9000 1000 18 EXIS77NG
4'2 BOATING DOCK 1 STANCHION 2 19 9000 1P 100 1P 10 1000 20 FX7512NG POLE LIGHTS ON PIER EXIS77NG
#10 GFG DOCK 2 STANCHION 1 21 500 1P 20 IP 20 1000 12 4110
,¢10 GFC1 DOCK 2 STANCHION 2 2J 500 IP 20 1P 20 1000 24 NEW POLE LIGHTS ON PIER 410
SPARE 25 X IP 20 1P 20 X 26 SPARE
SPARE 27 X 1P 20 1P 20 X 18 SPARE
SPARE 29 X IP 20 iP XX X 30 SPACE
SPACE J1 X IP xX 1P XX X 32 SPACE
SPACE 33 X IP XX 7P XX X J4 SPACE
SPACE JS X iP XX 1P Xx x 36 SPACE
SPACE 37 - X 1P XX WP XX X J8 SPACE
SPACE 39 N
3E

iP xX

IP XX

X

40

SPACE
SPACE 41 X 1P XX IP XX X 42 SPACE
SUBTR 20000 11500 11500 LINE VA 11500 10500 20000 SUBTTL
A 31500
B 32000
C 31500 DEMAND FACTOR TOTAL CALL LOAD VA
TOTAL 95000 X 80.2 76.000 X EST. MAX
4' 2' 0 2' 4' 8' 6' 4' B' 0
jmcj?
GRAPHIC SCALE GRAPHIC SCALE
3 I SCALE: Y2'=1'-0 4 SCALE: Y4'=I'-O'
COLLINS ENGINEERS, INC.
125 WAPP00 CREEK DRIVE
SUITE 0
CHARLESTON, SC 29412
[phone]
G D IS PLANNERS SCIENTISTS
FL MD DAVIS & FLOYD, INC
3229 WEST MONTAGUE AVENUE
NORTH CHARLESTON, SC 29418 DAVIS&FLOYD
(543)5548602 Fez: [phone] PROIECTNa 30847-00
,off CARp? N SH CAR04?y
DA S
FLOYD, INC. r SEAL
?i 17973
N? No. F-0244
`.
OF
AU1?,+'. .'%84ICEY W,,,••'`.
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
PjES Co
o®?
7790
B
USCG CELT CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
SCALE: PLOT SCALE: 1:1
SHEET III INLE
UM PER # MAU RAW DOCK
STA'n0N WRIGHMMUE BEACH
WRIGHTSVILLE BEACH NORTH CAROIJNA
A ELECTRICAL DETAIL PLAN
RENEWED BY: RENEWED BY.
ENEWED Sy-
r
P. LODGE G S PIACZEK L LEFKONTZ
PROJECT ENG BRANCH CHIEF ITECH. I
A P. KIYOS 5/15/03
APPROVING OFFICER DATE
PROI.IECT NNUMBER DRAWING NUMBER
8 05-CO3008 6921-D
DISCIPIUNE
E-02 SHEET 13 OF 13