20110905 Ver 4_401 Application_20200914

Strickland, Bev
From:
Montalvo, Sheri A
Sent:
Monday, September 28, 2020 10:42 AM
To:
Strickland, Bev
Subject:
FW: [External] NWP 3 Application for waterfront repairs at Fort Macon USCG Station -
Carteret County
Attachments:
C11850694 Waterfront Repairs at USCG SFO Fort Macon - NWP3 letter-signed.pdf;
C11850694 Waterfront Repairs at USCG SFO Fort Macon - NWP 3 PCN-signed.pdf;
C11850694 Waterfront Repairs at USCG SFO Fort Macon - NWP 3 supplemental
information.pdf, C11850696 Project Drawings.pdf, RE: [External] NWP 3 Application
for waterfront repairs at Fort Macon USCG Station - Carteret County
Good morning@
Can you get this one into the 20110905 v4 LF folder for me like you did with those other ones that were going in weird on
my end?
Thanks,
Sheri MowtAlvo
Administrative Specialist
401 & Buffer Permitting Branch
Division of Water Resources
Department of Environmental Quality
Office: [phone]
[e-mail]
Mailing address: 1617 Mail Service Center, Raleigh, NC 27699-1617
Physical address: 512 N. Salisbury Street, Raleigh, NC 27604
From: Snider, Holley
Sent: Monday, September 14, 2020 9:45 AM
To: Montalvo, Sheri A <[e-mail]>
Subject: FW: [External] NWP 3 Application for waterfront repairs at Fort Macon USCG Station - Carteret County
Good Morning Sheri,
I have attached files and an email from Doug Huggett regarding this project. I apologize for the delay in getting this to
you, I wasn't quite sure what to do with it until I received Doug's email explaining why it had not been submitted
electronically and wasn't showing up on the spreadsheet. Would you be the person to scan and upload the forms to LF
and add it to the spreadsheet? Thanks in advance.
Sincerely,
Holley Snider .., ,><((((°>......
Environmental Specialist II
Division of Water Resources
North Carolina Department of Environmental Quality

Phone: [phone]
D, E QR & -,-
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Huggett, Douglas [mailto:[e-mail]]
Sent: Monday, August 24, 2020 11:24 AM
To: Charles, Thomas P CIV USARMY CESAW (USA)<[e-mail]>; Snider, Holley
<[e-mail]>
Cc: Winters, Mikele <[e-mail]>; Huggett, Douglas <[e-mail]>
Subject: [External] NWP 3 Application for waterfront repairs at Fort Macon USCG Station - Carteret County
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Good Morning Holley and Tom,
On behalf of the US Coast Guard, Moffatt and Nichol would like to submit a Pre -Construction Notification for waterfront
improvements at the USCG Sector Field Office at Fort Macon, Carteret County, NC. After talking with your agencies
earlier this year, it is anticipated that all proposed improvements may be authorized by way of a Nationwide Permit No.
3 and General Water Quality Certification No. 4132. Accordingly, please find attached the following documents:
C11850694 Waterfront Repairs at USCG SFO Fort Macon — NWP3 letter-signed.pdf
C11850694 Waterfront Repairs at USCG SFO Fort Macon — NWP 3 PCN-signed.pdf
C11850694 Waterfront Repairs at USCG SFO Fort Macon — NWP 3 supplemental information.pdf
C11850694 Project Drawings.pdf
It should also be noted that a Federal Coastal Zone Management Act (CZMA) consistency determination for this work
has already been submitted to the N.C. Division of Coastal Management for review.
If you need any additional information to aid you in carrying out your review, please feel free to let me know.
Sincerely,
Doug Huggett
Environmental Permit Specialist/Project Manager
Moffatt & Nichol

310-B Greenfield Drive
Newport, NC 28570
Main 919.781.4626 ext.12149
Direct 919.645.0649
Cell 919.534.6834
Creative People, Practical Solutions. °

U.S. Department of Commanding Officer 1240 East Ninth Street
Homeland Security United States Coast Guard Room 2179
Civil Engineering Unit Cleveland Cleveland, OH 44199-2060
United States Staff Symbol: DB
Phone:[phone]
Coast Guard Fax:[phone]
Email: [e-mail]
11000/20-162
17 Aug 2020
Holley Snider
Division of Water Resources
North Carolina Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
and
Tom Charles
Wilmington Regulatory Field Office
U.S. Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Ms. Snider and Mr. Charles;
The United States Coast Guard (USCG) intends to carry out maintenance and repair activities for docking
facilities and shoreline stabilization structures at the USCG Sector Field Office Fort Macon (SFO Fort
Macon), in Carteret County, North Carolina. The proposed maintenance and repair activities, as detailed
in the attached plan drawings, are summarized as follows:
a) Repairs to the 1,630-foot long bulkhead that outlines most of the waterfront assets at SFO Fort
Macon. The repairs would entail the installation of a new composite sheet pile formwork immediately
outboard of the existing concrete sheet piles and concrete cap. The area between the new composite sheet
pile formwork and existing concrete sheet piles would be filled with either stone or flowable fill.
b) Repairs to floating docks B, A & C. The three (3) floating docks are located at the southern end of the
SFO Fort Macon waterfront. Floating Dock B is the easternmost dock, Floating Dock A is the middle
dock, and Floating Dock C is the westernmost dock. The three floating docks and associated aluminum
gangways will be replaced in -kind with new concrete floating docks with external timber wales and
continuous non -marking rubber edge fenders around the perimeter. New electrical service (tied into the
existing electrical service at the bulkhead) and shore power pedestals will be provided at the floating
docks. The existing timber 3-pile clusters at the northern end of each floating dock will be replaced in -
kind with new timber pile clusters.
c) Repairs to the 51.5' by 8' wood dock located at the west end of the waterfront. The timber
superstructure, mooring system, and fender system of the wood dock will be replaced. The existing
timber stringers and decking will be replaced with new composite materials. The associate timber fender
system will also be replaced.
d) Repairs to the South Basin Breakwater/Concrete Groin. The repairs would entail the installation of a
new composite sheet pile formwork on the east side of the existing concrete sheet piles and concrete cap.
The area between the new composite sheet pile formwork and existing concrete sheet piles would be
filled with either stone or flowable fill. To completely encapsulate this fill material, a concrete cap

extension would be constructed on top of the composite sheet pile formwork and anchored to the existing
concrete breakwater cap.
e) Repairs to the concrete modular block revetment that is located at the westernmost end of the SFO
Fort Macon waterfront. Repairs to the block revetment will be undertaken on an approximate 22-ft
section of concrete revetment that has experienced undermining/settlement. The repairs will entail the
removal, repair and reinstallation of the entire 22-ft section, plus an additional length on either side where
potential undermining may exist. Repair of the revetment would include removal of the existing concrete
mats, redressing the existing slope, placing a geotextile filter fabric, and repair/reinstallation of the
concrete mats. Since the revetment settlement is very localized, it is also possible that the bank in the
immediate area may be excavated to attempt to determine the underlying cause of the slope failure
(possibly due to an old buried drainage pipe).
f) Repairs to the security fencing located at the easternmost end of the waterfront. Repairs to the
security fencing will entail the removal and replacement of 120-ft of existing security fence. Where
existing grade extends below the bottom edge of the chain -link fence, a new composite sheet pile wall be
installed so that the top extends 3-ft to 4-ft above grade. A new chain -link fence will then be installed on
top of the composite sheet pile wall to provide a security barrier similar to the existing barrier.
Previous discussions with your offices have indicated that the proposed actions are likely candidates for
authorization under Nationwide Permit No. 3. Accordingly, attached please find a Pre -Construction
Notification and project drawings that depict the proposed work in more. It should also be noted that a
Coastal Zone Management Act Federal consistency determination has been prepared for this project and
submitted to the North Carolina Division of Coastal Management. Should you have any questions about
this submission, or if we can provide any additional information to facilitate your review of our findings,
please feel free to contact Doug Huggett of Moffatt and Nichol at [phone].
Sincerely,
Gregory P. Lodge
Technical Director
U.S. Coast Guard — Civil Engineering Unit Cleveland
Enclosures: (1) Pre -Construction Notification Form
(2) PCN Supplemental Information
(3) Project Drawings
2

a`'oF wArE�Q�
O Niii� ^Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑X Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: NWP3 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑X Yes ❑ No
For the record only for Corps Permit:
❑X Yes ❑ No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑X Yes ❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑X Yes ❑ No
2.
Project Information
2a.
Name of project:
Waterfront Repairs at USCG Sector Field Office Fort Macon
2b.
County:
Carteret
2c.
Nearest municipality / town:
Atlantic Beach
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
United States of America/U.S. Coast Guard
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
2301 E. Fort Macon Road
3e.
City, state, zip:
Atlantic Beach, NC 28512
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑X Other, specify:
4b.
Name:
Mr Gregory P. Lodge, Technical Director
4c.
Business name
(if applicable):
U.S. Coast Guard
Civil Engineering Unit Cleveland
4d.
Street address:
Room 2179, 1240 East Ninth Street
4e.
City, state, zip:
Cleveland, Ohio 44199-2060
4f.
Telephone no.:
216-902-6200
4g.
Fax no.:
216-902-6277
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Doug Huggett
5b.
Business name
(if applicable):
Moffatt and Nichol
5c.
Street address:
310-B Greenfield Drive
5d.
City, state, zip:
Newport, NC 28570
5e.
Telephone no.:
919-645-0649
5f.
Fax no.:
N/A
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
639500629603000
1 b.
Site coordinates (in decimal degrees):
Latitude: 34.697536 Longitude:-76.681344
1 c.
Property size:
19 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Fort Macon Creek
2b. Water Quality Classification of nearest receiving water:
SA-HQW
2c.
River basin:
White Oak
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
See attached description of existing conditions.
3b.
List the total estimated acreage of all existing wetlands on the property: 0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0
3d. Explain the purpose of the proposed project:
See attached description of project purpose.
3e.
See
Describe the overall project in detail, including the type of equipment to be used:
attached description of overall project.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases in the past?
❑ Yes X❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): N/A
Agency/Consultant Company: N/A
Other: N/A
4d.
N/A
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
DWR # 11-0905 SAW-2005-00748
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b.
N/A
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams — tributaries ❑ Buffers ❑X Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
No wetland impacts anticipated.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
S2 -
Choose one
S3 -
Choose one
-
S4 -
Choose one
-
S5 -
Choose one
-
S6 -
Choose one
-
3h. Total stream and tributary impacts
3i. Comments:
No steam impacts anticipated.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 P
Fort Macon Creek
Bulkheads
Sound
0.07
O2 P
Fort Macon Creek
Other
Sound
0.01
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments: t3ulkheads 1,600 it repair a maximum ot 2'waterward ot the existing bulkhead = .013 Acr-e­s­Fm-`ax`F-
Other (Groin) - 80.5 If repair a maximum 2' waterward of the existing groin = .004 Acres (max)
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
No pond or lake construction anticipated.
5h. Is a dam high hazard permit required?
❑ Yes ❑X No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number -
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B 1
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Project will not take place within a protected riparian buffer as administrated by the NC Division of Water Resources
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Docking facility repairs taking place within same general footprint as existing footprint.
Shoreline stabilization repairs involve placement of composite sheetpile structures immediately in front of the existing shoreline stabilization structures.
Minimum backfill required.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Docking facility repairs taking place within same general footprint as existing footprint.
Shoreline stabilization repairs involve placement of composite sheetpile structures immediately in front of the existing shoreline stabilization structures.
Minimum backfill required. Impacts to adjacent waters should be minimized.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank: N/A
3b.
Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c.
Project does not propose the use of mitigation banks.
Comments:
4.
Complete if Making a Payment to In -lieu Fee Program
4a.
Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
Choose one
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments: Project does not propose the use of payments to a in -lieu fee program.
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
No mitigation is being proposed.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ❑X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
Buffer mitigation should not be required.
6h. Comments: Buffer mitigation should not be required.
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes X❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
N/A
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Project only involves repairs to docking facilities and shoreline stabilization structure. There will not be any additional impervious surfaces created.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
Stormwater
Manage Plan should not be required.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
N/A
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Carteret County
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
Yes
❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑X No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter. Project only involves maintenance/repair activities of existing USCG facilities. As
Comments: such, the project does not warrant the preparation of an NEPA/SEPA Document.
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes
❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
N/A
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance
with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
N/A
4.
Sewage Disposal (DWQ Requirement)
4a.
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.
Proposed project will not lead to an increase in sewage disposal. Project only involves the repair of existing docking facilities and shoreline
stabilization structures.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑X Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑X Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
USFWS-Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
See attached description of coordination with USFWS.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑X Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
See attached description of attempted coordination with the National Marine Fisheries Service (NMFS).
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑X Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
See attached description of data sources used to determine that the proposed project would not have an impact on historic or archaeological
resources.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
N/A
8c. What source(s) did you use to make the floodplain determination?
Utilized recent permit applications for other projects at the site that determined that project location not occur within a FEMA-designated 100-year
floodplain.
LODGE.GREGOR Digitally signed by
LODGE.G REGORY.PETER. 12
Y.PETER.1271339 71339905
Gregory P. Lodge, Technical Director
905 Date: 2020.08.17 14:48:25 -04'00'
08-17-2020
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.
Page 10 of 10

Waterfront Repairs at USCG Sector Field Office Fort Macon
Nationwide Permit 3 Pre -Construction Notification (PCN) Form
Additional Information
3a Describe the existing conditions on the site and the general land use in the vicinity of the
project at the time of this application:
The USCG Fort Macon is a 19-acre facility established in the mid 1960's. The Station's basin
system consists of an inner (small boat basin), center and outer basin of ranging depths to
accommodate different sized vessels. The shoreline of the basins consists of various docking
facilities, including mooring clusters and fenders, as well as various shoreline stabilization
measures.
Land -based facilities consist of facility buildings, and associated infrastructure including parking
areas, storage sheds, roadways, walkways, and fences.
3d Explain the purpose of the proposed project:
Perform necessary repairs to portions of the Stations docking facilities, including mooring
clusters and fender systems, and shoreline stabilization structures to ensure that the necessary
functions of the Station are not diminished.
3e Describe the overall project in detail, including the type of equipment to be used:
The United States Coast Guard (USCG) intends to carry out maintenance and repair activities for
docking facilities and shoreline stabilization structures at the USCG Sector Field Office Fort
Macon (SFO Fort Macon), in Carteret County, North Carolina. The proposed maintenance and
repair activities, as detailed in the attached plan drawings and site survey report, are
summarized as follows:
a) Repairs to the 1,630-foot long bulkhead that outlines most of the waterfront assets at SFO
Fort Macon. The repairs would entail the installation of a new composite sheet pile
formwork immediately outboard of the existing concrete sheet piles and concrete cap. The
area between the new composite sheet pile formwork and existing concrete sheet piles
would be filled with either stone or flowable fill.
b) Repairs to floating docks B, A & C. The three (3) floating docks are located at the southern
end of the SFO Fort Macon waterfront. Floating Dock B is the easternmost dock, Floating
Dock A is the middle dock, and Floating Dock C is the westernmost dock. The three floating
docks and associated aluminum gangways will be replaced in -kind with new concrete
floating docks with external timber wales and continuous non -marking rubber edge fenders
around the perimeter. New electrical service (tied into the existing electrical service at the
bulkhead) and shore power pedestals will be provided at the floating docks. The existing
timber 3-pile clusters at the northern end of each floating dock will be replaced in -kind with
new timber pile clusters.

c) Repairs to the 51.5' by 8' wood dock located at the west end of the waterfront. The timber
superstructure, mooring system, and fender system of the wood dock will be replaced. The
existing timber stringers and decking will be replaced with new composite materials. The
associate timber fender system will also be replaced.
d) Repairs to the South Basin Breakwater/Concrete Groin. The repairs would entail the
installation of a new composite sheet pile formwork on the east side of the existing concrete
sheet piles and concrete cap. The area between the new composite sheet pile formwork
and existing concrete sheet piles would be filled with either stone or flowable fill. To
completely encapsulate this fill material, a concrete cap extension would be constructed on
top of the composite sheet pile formwork and anchored to the existing concrete breakwater
cap.
e) Repairs to the concrete modular block revetment that is located at the westernmost end of
the SFO Fort Macon waterfront. Repairs to the block revetment will be undertaken on an
approximate 22-ft section of concrete revetment that has experienced
undermining/settlement. The repairs will entail the removal, repair and reinstallation of the
entire 22-ft section, plus an additional length on either side where potential undermining
may exist. Repair of the revetment would include removal of the existing concrete mats,
redressing the existing slope, placing a geotextile filter fabric, and repair/reinstallation of the
concrete mats. Since the revetment settlement is very localized, it is also possible that the
bank in the immediate area may be excavated to attempt to determine the underlying cause
of the slope failure (possibly due to an old buried drainage pipe).
f) Repairs to the security fencing located at the easternmost end of the waterfront. Repairs to
the security fencing will entail the removal and replacement of 120-ft of existing security
fence. Where existing grade extends below the bottom edge of the chain -link fence, a new
composite sheet pile wall be installed so that the top extends 3-ft to 4-ft above grade. A new
chain -link fence will then be installed on top of the composite sheet pile wall to provide a
security barrier similar to the existing.
5d What data sources did you use to determine whether your site would impact Endangered
Species or Designated Critical Habitat?
E-mail correspondence from Kathryn Matthews of the USFWS Raleigh office that indicated "The
only listed species we have in the area is the West Indian manatee. We recommend that you
follow the 2017 Manatee Guidelines https://www.fws.govlraleighlpdfs/manateeguidelines.pdf)."
The Manatee Guidelines will be followed for this project.
6b What data sources did you use to determine whether your site would impact Essential Fish
Habitat?
Attempts to contact the National Marine Fisheries Service office that serves this area (Beaufort,
NC) were not successful. However, because docking facility repairs are taking place within same
general footprint as existing footprint(s), and shoreline stabilization repairs involve placement of
2

composite sheetpile structures immediately in front of the existing shoreline stabilization
structures, impacts to adjacent fisheries habitat will be sort -term and minimal.
7b What data source did you use to determine whether your site would impact or historic
archaeological resources?
Based upon direct conversation with North Carolina State Historical Preservation Office (SHPO),
impacts to unknown archaeological resources are not likely due to the developed nature of the
USCG property. However, the project is adjacent to the Fort Macon State Park, which contains a
restored Civil War -era fort that is listed on the National Register of Historic Places. The most
likely impacts from activities taking placing at USCG Sector Field Office Fort Macon would
involve the potential for visual impacts to the State Park. Because all proposed activities involve
repairs to existing docking facilities and shoreline stabilization structures, new visual impacts to
the historic property should not occur.
3

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U.S. COAST GUARD
CIVIL ENGINEERING UNIT CLEVELAND
WATERFRONT REPAIRS
U.S. COAST GUARD SFO FORT MACON
ATLANTIC BEACH, NORTH CAROLINA
C0146"
CEU
9th
® 5th
CLEVELAND
Cd V IL
UNITED STATES COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND, OHIO
INDEX OF DRAWINGS
SHEET
INDEX
SHEET
NO.
SHEET TITLE
GENERAL
1
G-001
COVERSHEET
2
G-002
GENERALNOTES
3
G-003
GENERALNOTES
4
G-100
OVERALL TOPOGRAPHIC SURVEY
5
G-101
TOPOGRAPHIC SURVEY
6
G-102
TOPOGRAPHIC SURVEY
7
G-103
TOPOGRAPHIC SURVEY
8
G-104
TOPOGRAPHIC SURVEY
DEMOLITION
9
SD100
OVERALL DEMOLITION PLAN
10
SD101
DEMOLITION PLANS
11
SD102
FLOATING DOCK DEMOLITION PLAN
12
SD103
SOUTH GROIN DEMOLITION PLAN
13
SD104
REVETMENT DEMOLITION PLAN
14
SD501
I DEMOLITION DETAILS
15
SD502
DEMOLITION DETAILS
16
SD601
DEMOLITION PHOTOGRAPHS
17
SD602
DEMOLITION PHOTOGRAPHS
18
SD603
DEMOLITION PHOTOGRAPHS
2
INDEX OF DRAWINGS
SHEET
INDEX
SHEET
NO.
SHEET TITLE
STRUCTURAL
19
S-100
OVERALL CONSTRUCTION PLAN
20
S-101
CONSTRUCTION PLANS
21
S-102
FLOATING DOCK PLAN
22
S-103
SOUTH GROIN PLAN
23
S-104
REVETMENT PLAN
24
8-501
BULKHEAD DETAILS
25
S-502
BULKHEAD DETAILS
26
S-503
FLOATING DOCK DETAILS
27
S-504
GANGWAY DETAILS
28
S-505
WOOD DOCK DETAILS
29
8-506
FENDER SYSTEM DETAILS
30
S-507
REVETMENT DETAILS
31
S-508
SECURITY FENCE DETAILS
32
S-509
MISCELLANEOUS DETAILS
ELECTRICAL
33
E-101
ELECTRICAL SITE PLAN
34
E-501
ELECTRICAL PLAN & DETAILS
3
4
U.S. 17
PAMLICO
SOUND
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0
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0
MOREHEAD /
(AO CAPE LOOKOUT
FORT MACON
ATLANTIC ATLANTIC BEACH
OCEAN N.C. ROUTE 58
LOCATION MAP
SCALE: NTS
_- BOGLE SOUND S
EXISTING
GROIN _Al
AHOUSE,,o
BALL FIELD & HELICOPTERLANDING AREA
MAIN BARRACKS/
GALLEY
N CROU
TO ATLq BC BC NCH
TO FOR A4 ON
SITE MAP
SCALE: NTS
4
MAIN
ENTRANCE
STV loo hdhq
moffatt & nichol
NO FIRM LICENSE NO. F-0105
ESSR
i ¢ SEAL v�
026433
FtiCN NEE"e'
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
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USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
— I7/10/2020195% SUBMITTAL
5/8/2020 35% SUBMITTAL
CAD FILE NAME: C86000001.DWG
DESIGNED BY: AC
DRAWN BY: WET
EDITED BY:
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE:1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
A GENERAL
COVER SHEET
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
PROJECT Et BRANCH CHIEF TECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
11850694 8600-D
DISCIPLINE SHT NO
G-001 SHEET 1 OF 34

C
A
GENERALNOTES
1. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THE
GENERAL NOTES.
2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.
3. DRAWINGS ARE NOT COMPLETE IN EVERY DETAIL. CONTRACTOR TO PROVIDE ALL WORK AND ACCESSORIES NECESSARY FOR A
COMPLETE SYSTEM, WHETHER SHOWN OR NOT ON THE DRAWINGS.
4. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE DRAWINGS AND/OR SPECIFICATIONS TO THE ENGINEER FOR
CLARIFICATIONS OR ADJUSTMENTS PRIOR TO COMMENCING WORK.
5. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND
ERECTION OF STRUCTURAL MATERIAL IS THE CONTRACTOR'S RESPONSIBILITY.
6. EXISTING CONSTRUCTION INCLUDING UTILITIES, DRAINAGE, AND OTHER MISCELLANEOUS WORK WHICH IS TO REMAIN, SHALL
REMAIN UNDISTURBED AND BE PROTECTED.
7. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY, UTILITIES, PEDESTRIANS, AND VEHICULAR TRAFFIC FROM POTENTIAL
DAMAGE DUE TO CONTRACTOR'S OPERATIONS.
8. LOCATIONS OF EXISTING UTILITIES AND STRUCTURES ON THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE
FOR LOCATING ALL APPLICABLE UTILITIES. VERIFY DISCREPANCIES WITH THE ENGINEER.
9. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BOOMS, TARPAULINS, FLOATS, STAGING AND OTHER
DEVICES AS NECESSARY TO PREVENT CONSTRUCTION DEBRIS FROM ENTERING THE WATER AND AIRBORNE MATERIALS FROM
LEAVING THE IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ANY MATERIALS
DEPOSITED OUTSIDE THE WORK AREA.
10. ALL AREAS DISTURBED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION BY THE
CONTRACTOR, UNLESS OTHERWISE NOTED.
11. ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED TO MLW.
12. THE FOLLOWING DATA IS PROVIDED CONCERNING TIDAL INFORMATION:
FEMA 100 YEAR =+8.9
MHHW =+3.4
MHW =+3.1
NAVD88 =+1.9
MLW =+0.00
MLLW =-0.20
DESIGN CRITERIA
1. LOAD PARAMETERS
A. UNIFORM LIVE LOAD =100 PSF FOR WOOD DOCK AND BULKHEAD
50 PSF FOR FLOATING DOCKS
2. WIND, WAVE AND CURRENT LOADS ON STRUCTURES
A. DESIGN WIND =156 MPH
B. CURRENT = 0.5 KNOTS (0.84 FPS)
3. DESIGN VESSELS
DESIGN VESSEL
LENGTH
(FT)
BEAM
(FT)
DRAFT
(FT)
DISPLACEMENT
(LONG TON)
WINDAREA (SQ
FT)
FAST RESPONSE CUTTER(FRC)
154
25
8.5
354
1 2186
* APPROACH VELOCITY SHALL BE 0.5 FEET PER SECOND AT AN ANGLE OF 15 DEGREES TO THE LONGITUDINAL AXIS OF THE
PIER.
2 1
STRUCTURAL AND MISCELLANEOUS STEEL
3
1. ALL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION,
AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ALL WELDING SHALL CONFORM TO AWS D1.1.
2. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:
A. MISC PLATES, BARS, AND SHAPES....................................................................ASTM A36, A572, OR
A992 GALV, LON
B. THREADED ANCHOR RODS.................................................................................ASTM F1554, GR 36
C. COMMON BOLTS...................................................................................................ASTM A307, GR B
D. NUTS.......................................................................................................................ASTMA563
E. WASHERS..............................................................................................................ASTMF436
F. WELDED SHEAR STUDS...................................................................................... ASTM A108
G. MOORING HARDWARE ANCHORAGE.................................................................ASTM A449
3. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153 AND ASTM F2329 UNLESS
OTHERWISE NOTED.
4. WELD ELECTRODES SHALL BE E70XX LOW HYDROGEN CONFORMING TO AWS D1.1.
5. FIELD TREAT DAMAGED GALVANIZED FINISH WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT, COLD GALVANIZING
COMPOUNDS OR APPROVED EQUAL CONFORMING TO THE REQUIREMENTS OF ASTM A780. IN ADDITION, ALL EXPOSED
THREADED SURFACES SHALL BE PAINTED WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT AFTER INSTALLATION OF
UNITS.
6. MOORING HARDWARE SHALL BE PAINTED PER SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATIONS,
CONCRETE AND REINFORCING STEEL
1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301, UNLESS OTHERWISE NOTED.
2. ALL CONCRETE SHALL BE NORMAL WEIGHT.
3. ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE ACI MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.
4. MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:
A. CONCRETE STRENGTH 28DAY
1. CAST -IN -PLACE CONCRETE(LON)............................................................................. 5000 PSI
B. REINFORCING SHALL HAVE THE FOLLOWING CHARACTERISTICS:
1. REINFORCING STEEL AND DOWELS FOR CONCRETE.............................................ASTM A 615,
GRADE 60 (LON)
2. WELDED WIRE FABRIC................................................................................................. ASTM A 185
3. WIRE SPIRALS............................................................................................................... ASTM A 82
5. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH 3/4", 45" CHAMFERS UNLESS OTHERWISE NOTED.
6. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" UNLESS OTHERWISE NOTED.
7. ALL CONSTRUCTION JOINTS BETWEEN CAST -IN -PLACE CONCRETE SHALL BE BONDED WITH BONDING AGENT AND BE CLEAN WITH
A ROUGHENED SURFACE OF 1/4" AMPLITUDE.
8. PROVIDE BROOM FINISH ON ALL WALKING SURFACES.
9. ALL REINFORCING BAR SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES IN ACCORDANCE WITH ACI 318, CHAPTER 12, UNLESS
OTHERWISE INDICATED. ACI DEFINES A TOP BAR AS HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12" OF
FRESH CONCRETE IS CAST BELOW THE SPLICE.
LAP SPLICES OF
REINFORCING BARS F'c=5,000 PSI
BAR
SIZE
LAP
CLASS
TOP
BARS
BOTTOM
BARS
#3
B
22"
17"
#4
B
29"
23"
#5
B
36"
28"
#6
B
43"
34"
#7
B
63"
49"
#8
B
72"
56"
#9
B
81"
63"
#10
B
90,
69"
4K
FOUNDATION
SZ'V§-,,00 1/11
1. PILES SHALL BE DRIVEN TO THE INDICATED TIP ELEVATION. PILES SHALL BE DRIVEN USING A HAMMER OF
moffatt & nichol
AN APPROVED TYPE, WITH A CAPACITY EQUAL TO THE HAMMER MANUFACTURER'S RECOMMENDATION FOR
THE TOTAL WEIGHT OF THE PILE AND CHARACTERISTICS OF SUBSURFACE MATERIAL ENCOUNTERED.
NO FIRM LICENSE NO. F-0105
CONSULTANTS
2. JETTING OF PILES SHALL NOT BE ALLOWED.
PLASTIC MARINE LUMBER, FENDER PILES AND CAMELS
1. ALL FIBERGLASS REINFORCED COMPOSITE PLASTIC MARINE LUMBER, FENDER PILE AND CAMEL CONSTRUCTION
SHALL CONFORM TO THE MANUFACTURER'S RECOMMENDATIONS.
2. WHEN CONNECTING HARDWARE IS SHOWN ON THE DRAWINGS, THE TYPE, SIZE, SPACING, AND ALIGNMENT ARE
CRITICAL AND MUST BE MAINTAINED. DO NOT UNDERCUT MEMBERS. CONNECTIONS SHALL PULL AND HOLD
MEMBERS BEING JOINED INTO CLOSE CONTACT. c
3. THREADED ANCHOR RODS SHALL CONFORM TO EITHER ASTM A193 OR ASTM F593, TYPE 316L STAINLESS STEEL.
HEX NUTS SHALL CONFORM TO ASME 1318.2.2 AND EITHER ASTM A194 OR ASTM F594, TYPE 316L STAINLESS STEEL.
WASHERS SHALL BE TYPE 316L STAINLESS STEEL MEETING THE REQUIREMENTS OF ASME B18.21.1, TYPE A - PLAIN.
4. BORE HOLES FOR THROUGH ANCHORS WITH A BIT 1/16" LARGER IN DIAMETER THAN THE SHANK OF THE BOLT.
5. THE OUTER SKIN OF ALL NEW PLASTIC LUMBER FENDER ELEMENTS (CHOCKS, WALES, FENDER PILES & CAMELS)
SHALL BE COLORED "BLACK".
CARo
6. THE FIBERGLASS REINFORCED COMPOSITE PLASTIC MARINE LUMBER (CHOCKS AND WALES) SHALL CONFORM TO ,o p`L Essi �ti
THE FOLLOWING MINIMUM PROPERTIES, UNLESS OTHERWISE NOTED: f oti v
= a ¢ SEAL v� A. FLEXURAL MODULUS OF ELASTICITY..................................278,000 PSI ozsa33
B. STIFFNESS(EI)....................................................2.15x108 LB-INZ
C. YIELD STRESS IN BENDING..........................................4,610 PSI ',•,� F E W
D. WEIGHT.......................................................... 34-41 LB/FT nmu.n•.
7. THE FIBERGLASS REINFORCED COMPOSITE PLASTIC FENDER PILES SHALL CONFORM TO THE FOLLOWING MINIMUM
PROPERTIES, UNLESS OTHERWISE NOTED: U.S. COAST GUARD
A. FLEXURAL MODULUS OF ELASTICITY..................................562,000 PSI CIVIL ENGINEERING UNIT
B. STIFFNESS(EI)....................................................7.88x108 LB-INZ CLEVELAND
C. YIELD STRESS IN BENDING..........................................9,830 PSI
D. WEIGHT.......................................................... 45-53 LB/FT
8. THE FIBERGLASS REINFORCED COMPOSITE PLASTIC CAMELS SHALL CONFORM TO THE FOLLOWING MINIMUM p'-sES co
PROPERTIES, UNLESS OTHERWISE NOTED: GiIp
A. FLEXURAL MODULUS OF ELASTICITY..................................548,000 PSI
B. STIFFNESS(EI).................................................... 1.76x109 LB-INZ a
C. YIELD STRESS IN BENDING..........................................9,860 PSI
D. WEIGHT.......................................................... 74-82LB/FT 77V
B
USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
- I7/10/2020195% SUBMITTAL
5/8/2020 35% SUBMITTAL
I CAD FILE NAME: C8600G002.DWG
I CHECKED BY: MEW I
ISCALE: AS SHOWN PLOT SCALE: 1:1
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
A GENERAL
GENERAL NOTES
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
J.M. HALL, CDR
APPROVING OFFICER DATE
100 A� �

1 1
STRUCTURAL SPECIAL INSPECTIONS
1. IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE AND ALL APPLICABLE STATE AND LOCAL
REQUIREMENTS, AN INDEPENDENT APPROVED AGENCY SHALL MAKE PERIODIC AND/OR CONTINUOUS INSPECTIONS OF THE
CONSTRUCTION PROGRESS IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS:
A. CONCRETE CONSTRUCTION ............... SECTION 1705.3 & TABLE 1705.3 (SEE BELOW)
B. PILE FOUNDATIONS ....................... SECTION 1705.7 & TABLE 1705.7 (SEE BELOW)
TABLE 1705.3 - REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
VERIFICATION AND INSPECTION
CONTINUOUS
PERIODIC
REFERENCED STANDARD
IBC REFERENCE
INSPECTION OF REINFORCING STEEL
-
X
ACI 318: 3.5, 7.1-7.7
1910.4
INSPECTION OF ANCHORS CAST IN CONCRETE WHERE
ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE
-
X
ACI 318: 8.1.3, 21.2.8
1908.5,1909.1
STRENGTH DESIGN IS USED.
INSPECTION OF ANCHORS POST -INSTALLED IN HARDENED
X
ACI 318: 3.8.6, 8.1.3, 21.2.8
1909.1
CONCRETE MEMBERS.
VERIFYING USE OF REQUIRED DESIGN MIX.
X
ACI 318: CH 4, 5.25.4
1904.2,1910.2,1910.3
AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND
X
ASTM C172, ASTM C31
1910.10
AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE
ACI 318: 5.6, 5.8
OF THE CONCRETE.
INSPECTION OF CONCRETE PLACEMENT FOR PROPER
X
ACI 318: 5.9, 5.10
1910.6,1910.7,1910.8
APPLICATION TECHNIQUES.
INSPECTION OF MAINTENANCE OF SPECIFIED CURING
-
X
ACI 318: 5.11-5.13
1910.9
TEMPERATURE AND TECHNIQUES.
VERIFICATION OF IN -SITU CONCRETE STRENGTH PRIOR TO
X
ACI 318: 6.2
-
REMOVAL OF SHORES AND FORMS
INSPECT FORMWORK FOR SHAPE, LOCATION AND
X
ACI 318: 6.1.1
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.
TABLE 1705.7 - REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
VERIFICATION AND INSPECTION TASK
CONTINUOUS DURING TASK LISTED
PERIODICALLY DURING TASK LISTED
VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS
X
COMPLY WITH THE REQUIREMENTS.
OBSERVE DRIVING OPERATIONS AND MAINTAIN
COMPLETE AND ACCURATE RECORDS FOR EACH
X
-
ELEMENT.
VERIFY PLACEMENT LOCATIONS AND PLUMBNESS,
CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER
OF BLOWS PER FOOT OF PENETRATION, DETERMINE
X
-
REQUIRED PENETRATIONS TO RECORD TIP ELEVATIONS
AND DOCUMENT ANY DAMAGE TO FOUNDATION ELEMENT.
4
STV 1 00 1d11
ABBREVIATIONS
moffatT 8c nichol
ACI = AMERICAN CONCRETE INSTITUTE
NIA = NOT APPLICABLE OR NOT AVAILABLE
AISC = AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
NAVD=NORTH AMERICAN VERTICAL DATUM
NC OR N.C. = NORTH CAROLINA
NO FIRM LICENSE NO. F-0105
CONSULTANTS
ALUM = ALUMINUM NIC = NOT IN CONTRACT
APPROX = APPROXIMATE
NO. = NUMBER
ANSI =AMERICAN NATIONAL STANDARDS INSTITUTE
NOAA = NATIONAL OCEANIC AND ATMOSPHERIC
ASCE =AMERICAN SOCIETY OF CIVIL ENGINEERS
ASSOCIATION
ASME = AMERICAN SOCIETY OF MECHANICAL
NTS = NOT TO SCALE
ENGINEERS
O.C. = ON CENTER
ASTM = AMERICAN SOCIETY FOR TESTING AND
O.D. = OUTSIDE DIAMETER
MATERIALS
P/C = PRECAST
ATON = AIDS TO NAVIGATION
P/S = PRESTRESSED
AWS = AMERICAN WELDING SOCIETY
PCI = PRECAST CONCRETE INSTITUTE
BLDG = BUILDING
PDA = PILE DYNAMIC ANALYZER
BOTT = BOTTOM
PEN = PENETRATION c
BTW = BETWEEN
PSF = POUNDS PER SQUARE FOOT
C = CHANNEL
PSI = POUNDS PER SQUARE INCH
CEU = CIVIL ENGINEERING UNIT
PVC = POLYVINYL CHLORIDE
CF = CUBIC FEET
R = RADIUS
CIP = CAST -IN -PLACE
RIF = REINFORCEMENT
CLR = CLEAR
RD = ROAD
COMP = COMPOSITE
REINF = REINFORCED OR REINFORCEMENT
CONC = CONCRETE
REQ'D = REQUIRED
CONSTR = CONSTRUCTION
CONT = CONTINUOUS
DEMO = DEMOLITION
DIA = DIAMETER
DIM =DIMENSION
DWG = DRAWING
AST
EA =EACH
EL = ELEVATION
S = SOUTH
SAN. = SANITARY
SCH = SCHEDULE
SEC = SECOND
SF =SQUARE FEET
SFO =SECTOR FIELD OFFICE
= SHEET
S MT= S MILAR
SPA = SPACES
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ELEV = ELEVATION
SPECS = SPECIFICATIONS
EMBED = EMBEDMENT SO = SQUARE
ETC. = ET CETERA
SS=STAINLESS STEEL
U.S. COAST GUARD
EQSEQUAL
EXIST. =EXISTING
STD=STATION
STD =STANDARD
CIVIL ENGINEERING UNIT
EXP = EXPANSION
STL = STEEL
CLEVELAND
EXT = EXTENSION
THK = THICK
FEMA = FEDERAL EMERGENCY MANAGEMENT
AGENCY
TYP = TYPICAL
UHMW = ULTRA HIGH MOLECULAR WEIGHT
FPS =FEET PER SECOND
FRC = FAST RESPONSE CUTTER
FRP = FIBER REINFORCED PLASTIC
UON =UNLESS OTHERWISE NOTED
USCG = U.S. COAST GUARD
U.S. = UNITED STATES
P-(ES co
o
FT = FEET
GALV = GALVANIZED
GR = GRADE
HDPE = HIGH DENSITY POLYETHYLENE
VLF =VERTICAL LINEAR FEET
W = WEST OR WIDTH
W/ = WITH
W/IN = WITHIN
a
7 9�
ID = IDENTIFICATION
W/O = WITHOUT B
IBC = INTERNATIONAL BUILDING CODE
WP = WORK POINT
I.E. = FOR EXAMPLE
# = NUMBER OR POUNDS
IN=INCHES
&=AND
USCG CEU CLEVELAND
INC.=INCORPORATED
JT=JOINT
K = KIPS
@=AT
CIE =CENTERLINE
0 = DIAMETER
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
KIP =1000 POUNDS
PL= PLATE
KSI = KIPS PER SQUARE INCH
"= SECONDS OR INCH
ISSUE
L = ANGLE
= MINUTES OR FEET
LB = POUND
t = PLUS OR MINUS
LF = LINEAR FEET
= DEGREES
LG = LONG
LONG = LONGITUDINAL
% = PERCENT
-
7/10/2020
95% SUBMITTAL
-
5/8/2020
35% SUBMITTAL
MAX=MAXIMUM
MARK
DATE
DESCRIPTION
MHHW = MEAN HIGHER HIGH WATER
MHW = MEAN HIGH WATER
MIN = MINIMUM
MISC = MISCELLANEOUS
MLLW = MEAN LOWER LOW WATER
MLW=MEAN LOW WATER
MOD =MODIFIED
MPH = MILES PER HOUR
N = NORTH
A/E PROJECT NO: 10096-05
CAD FILE NAME: C86000003.DWG
DESIGNED BY: AC
DRAWN BY: WET
EDITED BY:
CHECKED BY: MEW
INDICATES GRID LOCATION
ON SHEET FOR PLAN, DETAIL,
INDICATES ADDITIONAL
ELEVATION OR SECTION
SHEET NUMBER WHERE
REFERENCE IS MADE sAio
S-102
INDICATES SHEET NUMBER
WHERE DRAWN OR TAKEN FROM
REFERENCE BUBBLE DESIGNATION
SCALE: AS SHOWN PLOT SCALE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
GENERAL
GENERAL NOTES
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
11850694 8600-D
DISCIPLINE SHT NO
G-003 SHEET 3 OF 34

2
3
4
C
B
A
SEE SHEET G-101
I
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G-100 SCALE: 1"=100'
2 1 3
I
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I
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NOTES:
1. TOPOGRAPHIC SURVEY (SHEETS G-100 THROUGH G-104) WAS PERFORMED BY:
JOYNER KEENY, PLLC
FIRM LICENSE NO. P-0551
1051NORTH WINSTEAD AVENUE
BOX 7533
ROCKY MOUNT, NORTH CAROLINA 27804
252-977-3124 (OFFICE)
252-985-6026(FAX)
2. SURVEYOR OF RECORD INFORMATION:
STEPHEN R. WOLFE
NC PLS NO. L-3259
SURVEY SIGNED AND DATED MAY 1, 202 WITH THE FOLLOWING CERTIFICATIONS:
I, STEPHEN R. WOLFE, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND
RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION; THAT THE
FIELD SURVEY WAS COMPLETED ON 07APR2020; THAT THE HORIZONTAL POSITIONS WERE
OBTAINED BY CONVENTIONAL TRAVERSING METHODS IN NAD83/2011 DATUM; THAT THE VERTICAL
ELEVATIONS WERE OBTAINED BY DIFFERENTIAL LEVELING METHODS IN NAVD1988 DATUM;
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL.
3. HORIZONTAL CONTROL: THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED UPON THE
NORTH CAROLINA GRID COORDINATE SYSTEM (NAD83/2011) HOLDING THE EXISTING NGS
MONUMENT STAMPED "MACO A 1995" (PID AB6833) WITH PUBLISHED COORDINATES OF NORTH =
353,135.79, EAST = 2,696,256.96 IN U.S. SURVEY FEET. COORDINATES SHOWN ARE "LOCALIZED"
COORDINATES HOLDING THE PUBLISHED COORDINATES OF THIS MONUMENT AND USING THE
AVERAGE COMBINED FACTOR OF 0.99992447 (GROUND TO GRID). EQUIPMENT USED FOR THE
HORIZONTAL TRAVERSE WAS A TRIMBLE S9HP ROBOTIC TOTAL STATION WITH TRIMBLE TSC3 DATA
COLLECTOR USING TRIMBLE ACCESS SOFTWARE.
4. VERTICAL CONTROL: ALL ELEVATIONS ARE BASED THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD88) FROM NGS SURVEY MONUMENT STAMPED "MACO A 1995" (PID AB6833) WITH PUBLISHED
ELEVATION OF 8.264 FEET. A CLOSED DIFFERENTIAL LEVEL LINE WAS PERFORMED THROUGH ALL
CONTROL POINTS USED IN THIS SURVEY, WHICH MEETS OR EXCEEDS THIRD (3RD) ACCURACY
STANDARDS.
5. THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD SURVEYS OF ABOVE
GROUND FEATURES. THE SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND
STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HEREON, EITHER IN SERVICE
OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, IF MARKED BY OTHERS. NO
EXCAVATIONS WERE MADE DURING THIS SURVEY TO LOCATE ANY BURIED UTILITIES OR
STRUCTURES. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND ARE BASED
ON ABOVE GROUND FEATURES, PHYSICAL EVIDENCE, PAINT- MARKINGS, AND BASE UTILITY PLANS.
C
6. LOCATION OF UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BY CONTACTING THE B
NC ONE CALL CENTER AT 1-800-632-4949 OR THE BASE FACILITIES MAINTENANCE AT 252-240-8494.
NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:
A. 100-YEAR FLOOD LIMITS
B. UNDERGROUND STORAGE FACILITIES
C. GRAVES, CEMETERIES, OR BURIAL GROUNDS
D. HAZARDOUS WASTE
E. WETLAND AREAS
7. THIS PROPERTY IS SHOWN ON FEMA NORTH CAROLINA FLOOD INSURANCE RATE MAP NUMBER
3720639500J, PANEL EFFECTIVE DATE: 7/1612003 AND IS LOCATED IN FLOOD ZONE "AE" (EL 7).
moffatt & nichol
NO FIRM LICENSE NO. F-0105
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
- I7/10120201959 SUBMITTAL
5/8/20_ 359 SUBMITTAL
I CAD FILE NAME: C86000100.DWG
I CHECKED BY: MEW I
ISCALE: AS SHOWN PLOT SCALE: 1:1
WATERFRONT REPAIRS
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ATLANTIC BEACH NC
A
GENERAL
OVERALL TOPOGRAPHIC SURVEY
REVIEWED BY:
REVIEWED BY:
REVIEWED BY:
N
G.A. DEVAN
M.M. BLACKBURN
G.P. LODGE
PROJECT El
BRANCH CHIEF
TECH, DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER
DRAWING NUMBER
100'-0" 0'-0.. 100'-0" 200'-0"
11850694
8600-D
SCALE: 1 "=100'
DISCIPLINE SHT NO
4
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NO FIRM LICENSE NO. F-0105
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
— I7/10/2020195% SUBMITTAL
5/8/2020 35% SUBMITTAL
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\ SCALE: AS SHOWN PLOT SCALE:1:1
SHEEP TITLE
WATERFRONT REPAIRS
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ATLANTIC BEACH NC
A GENERAL
TOPOGRAPHIC SURVEY
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°
REVIEWED BY:
REVIEWED BY:
REVIEWED BY:
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G.A. DEVAN
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DATE
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11850694
1 8600-D
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SCALE: AS SHOWN PLOT SCALE: 1:1
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USCG SFO FORT MACON
ATLANTIC BEACH NC
A GENERAL
TOPOGRAPHIC B. PHCSURVEY
REVIEWEDVREVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
J.M. HALL, CDR
APPROVING OFFICER DATE
11850694 8600-D
DISCIPLINE SHT NO
G-102 SHEET 6 OF 34
2
3
4

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0
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SCALE: AS SHOWN PLOT SCALE:1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
A DEMOLITION
REVETMENT DEMOLITION PLAN
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
® PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR
Z J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
0'-0" 5'-0" 10'-0"
11850694 8600—D
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DISCIPLINE SHT NO
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EXIST.12 SO REMOVE 12"0 TIMBER "" -
PRESTRESSED CONC FENDER PILE IN ITS CAD FILE NAME: C8600SD501.DWG
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A
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SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH INC
DEMOLITION
DEMOLITION DETAILS
REVIEWED BY:
G.A. DEVAN
REVIEWED BY:
M.M. BLACKBURN
REVIEWED BY:
G.P. LODGE
PROJECT EIP
BRANCH CHIEF
TECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER
DRAWING NUMBER
11850694
8600-D
DISCIPLINE SHT NO
SHEET 14 of 34
SD501

C
B
A
12
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EL VARIES
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REMOVE EXISTING
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5/8/2020 359 SUBMITTAL
A
2'-0" 0'-0.. r-o° 2'-0"
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SCALE: 1"=2'-O"
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SCALE: 1 "=5'
4
CAD FILE NAME: C860OSD502.DWG
DESIGNED BY: AC
DRAWN BY: WBT
EDITED BY:
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
DEMOLITION
DEMOLITION DETAILS
REVIEWED BY:
G.A. DEVAN
REVIEWED BY:
M.M. BLACKBURN
REVIEWED BY:
G.P. LODGE
PROJECT Et
BRANCH CHIEF
TECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER
DRAWING NUMBER
11850694
8600-D
DISCIPLINE SHT NO
SHEET 15 OF 34
SD502

C
B
A
REMOVE EXISTING CHAIN
LINK SECURITY FENCE &
HARDWARE
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C2 DEMOLITION PHOTOGRAPH
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SD101 SCALE: NTS
A4 DEMOLITION PHOTOGRAPH
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I CAD FILE NAME: C8600SD601.DWG I
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
A DEMOLITION
DEMOLITION PHOTOGRAPHS
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
PROJECT El' BRANCH CHIEF TECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
11850694 8600-D
DISCIPLINE SHT NO SD601 SHEET 16 OF 34

C
B
A
C1 DEMOLITION PHOTOGRAPH
SD102 SCALE: NTS
B1 DEMOLITION PHOTOGRAPH
SD102 SCALE: NTS
2
C2 DEMOLITION PHOTOGRAPH
SD102 SCALE: NTS
B2 DEMOLITION PHOTOGRAPH
SD102 SCALE: NTS
3
C3 DEMOLITION PHOTOGRAPH
SD102 SCALE: NTS
B3 DEMOLITION PHOTOGRAPH
SD102 SCALE: NTS
4
C4 DEMOLITION PHOTOGRAPH
S! SCALE:NTS
64 DEMOLITION PHOTOGRAPH
SD103 SCALE: NTS
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5/8/2026 359 SUBMITTAL
I CAD FILE NAME: C8600SD602.DWG I
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
A DEMOLITION
DEMOLITION PHOTOGRAPHS
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
J.M. HALL, CDR
APPROVING OFFICER DATE
Al DEMOLITION PHOTOGRAPH
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1
DEMOLITION PHOTOGRAPH
SD103 SCALE: NTS
2
A3 DEMOLITION PHOTOGRAPH
SD103 SCALE: NTS
3
A4 DEMOLITION PHOTOGRAPH
SD103 SCALE: NTS
4
11850694 8600-D
DISCIPLINE SHT NO
SD602 SHEET 17 OF 34

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B
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SD703 SCALE: NTS SD703 SCALE: NTS
4
43 DEMOLITION PHOTOGRAPH
SD104 SCALE: NTS
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USCG CEU CLEVELAND
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I - 17/10/2020195' SUBMITTAL 1
5/8/2020 359 SUBMITTAL
CAD FILE NAME: C8600SD603.DWG
DESIGNED BY: AC
DRAWN BY: WET
EDITED BY:
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
A DEMOLITION
DEMOLITION PHOTOGRAPHS
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
PROJECT Et BRANCH CHIEF TECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
11850694 8600-D
DISCIPLINE SHT NO
1 I 2 3 I 4 SD603 SHEET 18 of 34

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CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH INC
STRUCTURAL
OVERALL CONSTRUCTION PLAN
REVIEWED BY: REVIEWED BY: REVIEWED BY:
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I CAD FILE NAME: C8600S101.DWG I
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
A STRUCTURAL
CONSTRUCTION PLANS
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
® PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR
Z J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
10'-0" 0'-0.. 10'-0" 20'-0"
11850694 8600—D
SCALE: 1 "=10'
DISCIPLINE SHT NO
4 S-101 SHEET 20 OF 34

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2
Al FLOATING DOCK PLAN
5-100 SCALE: 1"=10'
NOTE:
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EDGE OF NEW FLOATING DOCK, BASED ON EXISTING GUIDE PILE LOCATIONS. ADJUST LENGTH OF
NEW ALUMINUM GANGWAYS AS REQUIRED IF INFORMATION IS DIFFERENT FROM THAT SHOWN.
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` i SEAL v i I
026433
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CIVIL ENGINEERING UNIT
CLEVELAND
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I - I7/1012020195' SUBMITTAL 1
5/8/2020 359 SUBMITTAL
I CAD FILE NAME: C8600S102.DWG I
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH INC
STRUCTURAL
FLOATING DOCK PLAN
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
PROJECT ENG.1 BRANCH CHIEF ITECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
11850694 8600-D
DISCIPLINE SHTNO
S-102 SHEET 21 OF 34

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p i
COMPOSITE CAMEL, TYP
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COMPOSITE FENDER PILE, TYP ° ' ' ° ° ""-d"" v W v p C
7-PILE TIMBER DOLPHIN, SEE #TYP
COMPOSITE DECKI,
EXISTING CONC BENT CAP W/ J
PIS CONC PILES BELOW, TYP
COMPOSITE SHEET
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EXTENSION —
CONSTRUCTION PLAN °
a
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p
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Al SOUTH GROIN AND WOOD DOCK PLAN
5100 SCALE: 1"=10'
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I - 17/10/2020195% SUBMITTAL 1
5/8/2020 35% SUBMITTAL
I CAD FILE NAME: C8600S103.DWG I
CHECKED BY: MEW
SCALE: AS SHOWN PUT SCALE: 1:1
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
A STRUCTURAL
SOUTH GROIN PLAN
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
J.M. HALL, CDR
APPROVING OFFICER DATE
11850694 8600-D
DISCIPLINE SHT NO
S-103 SHEET 22 OF 34
2
3
4

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INC FIRM LICENSE NO. F-0105
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5-100 SCALE: 1"=5'
5'-0"
1 I 2 3 I 4
I — I7/10/2020195' SUBMITTAL 1
5/8/2020 359 SUBMITTAL
CAD FILE NAME: C8600S104.DWG
DESIGNED BY: AC
DRAWN BY: WBT
EDITED BY:
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
A STRUCTURAL
REVETMENT PLAN
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
® PROJECT ENG.1 BRANCH CHIEF ITECH. DIRECTOR
Z J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
5'-0" 10'-0"
11850694 8600-D
SCALE: 1 "=5'
DISCIPLINE SHT NO
S-104 SHEET 23 OF 34

1 I 2 3 I 4
z z z M Zoo hghq
® ® ® moffctT & nichol
INC FIRM LICENSE NO. F-0105
EDGE OF EXIST. CONSULTANTS
CONC CAP EDGE OF EXIST.
s CONC CAP
EXIST. P/S CONC L
SHEET PILE EDGE OF EXIST. EXIST. PIS CONC
� CONC CAP SHEET PILE
ti Ab EXIST. P/S CONC N
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EXTENSION COMPOSITE SHEET
COMPOSITE SHEET PILE FASCIA, TYP qH CAROB? ,
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PILE FASCIA, TYR SS ANCHOR @ a f o `v :
CIP CONC CAP EXTENSION SEAL v
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EA FLANGE, TYR PILE FASCIA, TYP EA FLANGE, TYP °
CIP CONC CAP FticNNE�� �,o°
SELECT EXTENSION F
STRUCTURAL FILL
C1 FASCIA TRANSITION C2 FASCIA TRANSITION C8 FASCIA TRANSITION
S-101 SCALE:1/2"=V-0" S-101 SCALE:1/2"=V-0" S-101 SCALE:1/2"=l'-0" U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
EMBED EXIST. CIP CONC CAP EXIST. CIP CONC CAP
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GRADE COUPLER, SEE NOTE GRADE
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• °
@ EA FLANGE EXIST. #5 CONT SHEET PILE EXIST. #5 CONT 1240 EAST 9TH STREET
a BAR, TYR FASCIA BEYOND a BAR, TYP
I I CLEVELAND, OH 44199-2060
EXIST. #4 STIRRUP o #4 STIRRUP @ EXIST. #4 STIRRUP o
#4 BAR @ 9" O.C. ; • ° y @ 9" O.C., TYP 9" O.C., TYP ; a • ° L @ 9" O.C., TYP ISSUE
I I
EXIST. #5 DOWEL EXIST. #5 DOWEL
COMPOSITE SHEET @ 12" O.C., TYP @ 12" O.C., TYR - 7/10/2020 95% SUBMITTAL
PILE FASCIA - 5/8/2020 35% SUBMITTAL
_ MARK DATE DESCRIPTION
SELECT EXIST. P/S CONC EXIST. P/S CONC
STRUCTURAL FILL SHEET PILE SHEET PILE
COMPOSITE SHEET
PILE @ CORNER NOTE: A/E PROJECT NO: 10096-05
CONTRACTOR MAY ELECT TO DRILL AND EPDXY CAD FILE NAME: C860OS501.DWG
1'-0^± V-01.± V-6"± 1'-0"± #4 STIRRUP (9" MIN EMBED) VERSUS INSTALLING DESIGNED BY: AC
DRAWN BY: WBT
MECHANICAL COUPLER SHOWN. EDITED BY:
CHECKED BY: MEW
41 SECTION B2 SECTION
5-101 SCALE:3/4"=1'-O" 5-101 SCALE:3/4"=V-0" SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
A A STRUCTURAL
BULKHEAD DETAILS
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
PROJECT EIP BRANCH CHIEF TECH. DIRECTOR
2'-0" 0'-0.. 2'-0" 4'-0"
J.M. HALL, CDR
SCALE: 1/2"=l'-O" APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
2'-0" 0'-0.. V-0" 2'-0"
SCALE:3/4"=l'-0" 11850694 8600—D
DISCIPLINE SHT NO
1 I 2 3 I 4 rS-501 SHEET 24 OF 34

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PILE FASCIA, TYR -
SS ANCHOR @
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C1 FASCIA TRANSITION
S-103 SCALE: 1/2"=V-0"
SELECT
STRUCTURAL FILL
EXIST. CONC CAP
EXIST. P/S CONC EXIST. CONIC CAP
SHEET PILE
62 FASCIA TRANSITION
5-103 SCALE: 1/2"=V-0"
2
3
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INC FIRM LICENSE NO. F-0105
6" 6
EMBED EXIST. CIP CONC CAP
#4 BAR @ 9"
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PILE FASCIA
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STRUCTURAL FILL In T.,SEAL
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S-103 SCALE: 3/4"=V-0"
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
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USCG CEU CLEVELAND
1240 EAST 9TH STREET
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3
A
2'-0" 0'-0.. 2'-0" 4'-0"
SCALE: 1/2"=l'-O"
2'-0" 0'-0.. 1'-0" 2'-0"
SCALE:3/4"=l'-O"
4
-
7/10/2020
95% SUBMITTAL
-
5/8/2020
359 SUBMITTAL
MARK
I DATE
DESCRIPTION
A/E PROJECT NO:10096-05
CAD FILE NAME: C8600S502.DWG
DESIGNED BY: AC
DRAWN BY: WBT
EDITED BY:
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
STRUCTURAL
BULKHEAD DETAILS
REVIEWED BY:
G.A. DEVAN
REVIEWED BY:
M.M. BLACKBURN
REVIEWED BY:
G.P. LODGE
PROJECT EIP
BRANCH CHIEF
TECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER
DRAWING NUMBER
11850694
8600-D
DISCIPLINE SHT NO
SHEET 25 OF 34
S-502

C
B
A
2 3 I 4
sTv hghq
moffatt & nichol
INC FIRM LICENSE NO. F-0105
50'-811± (FLOATING DOCK B) CONSULTANTS
60'-8"± (FLOATING DOCKS A & C)
4T-0"± (FLOATING DOCK B)
OR 57'-0"± (FLOATING DOCKS A & C)
A03
EXIST. 14" SO P/S TOE HINGE PLATE, SEE B3
CONC PILE, TYR
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NOTES:
1. MOUNT NEW PILE GUIDE FRAMES IN A SIMILAR MANNER AS EXISTING CONNECTION.
2. DOCK BUMPERS SHALL BE GRAY OR WHITE IN COLOR AND NON -MARKING. MOUNT DOCK BUMPERS TO THE
FACE OF TIMBER WALES PER MANUFACTURER'S RECOMMENDATIONS, USING LARGE HEADED,
NON -STAINING ALUMINUM OR STAINLESS STEEL NAILS OR APPROVED EQUIVALENT.
B1 FLOATING DOCK PLAN
S-102 SCALE: 1/4"=V-0"
VARIES
8'-0„±
FLOATV.
Al SECTION
5-503 SCALE: 3/4"=1-0"
1 I 2
ALUMINUM GANGWAY, SEE C1
S-504
EXIST. STEEL SHEET PILE
BULKHEAD W/ CONC CAP
- - CL EXIST. GUIDE PILE, TYR
CL EXIST. GUIDE PILE, TYP
EXTERNAL TYPE PILE GUIDE A3
FRAME, TYR, SEE NOTE 1 AND s5os
FENDER PER
SPECIFICATION, TYR
GUIDE FRAME
EXIST. 14" SO PIS
CONC GUIDE PILE
:ATED TIMBER UHMW RUB
LER EA SIDE, TYP BLOCK, TYP
P`GAP^ EDGE OF DOCK
IRE
FLOATING DOCK
NOTE:
EXTERNAL TYPE PILE GUIDE SHOWN.
INTERNAL TYPE PILE GUIDE IS SIMILAR.
A3 PILE GUIDE
S-503 SCALE: NTS
3
4'-0" 0'-0.. 4'-0" 8'-0"
SCALE: 1 /4"=1'-0"
2'-0" 0'-0.. 1'-0" 2'-0"
SCALE: 3/4"=1'-O"
4
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CLEVELAND
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USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
I - I /10/2020195' SUBMITTAL 1
5/8/2020 359 SUBMITTAL
CAD FILE NAME: C8600S503.DWG
DESIGNED BY: AC
DRAWN BY: WBT
EDITED BY:
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH INC
A STRUCTURAL
FLOATING DOCK DETAILS
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
PROJECT Et BRANCH CHIEF TECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
11850694 8600-D
DISCIPLINE SHT NO
S-503 SHEET 26 OF 34

C
o TOE HINC
PLATE, Sl
Q U
O LL
w w
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w FLOATING DOCK
a
B
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4'-0"
MIN
ALUMINUM TUBE
MANUFACTURER'S RECOMMENDATIONS
Al SECTION
5-504 SCALE: NTS
1
4
-v
TYP
2. SHORE CONNECTION SHALL BE INCLUDED WITH GANGWAY SUBMITTAL FOR APPROVAL.
3. SHORE CONNECTION SHALL BE DESIGNED TO MEET PERFORMANCE CRITERIA IN SPECIFICATION
INCLUDING BUT NOT LIMITED TO CHANGES IN WATER LEVEL, LIVE LOAD, AND WEIGHT OF
GANGWAY.
C1 TYPICAL GANGWAY ELEVATION
5-102 SCALE: NTS
S503
1/4"x4" FLAT STOCK
1"x3" UHMW STRIP WI GRIND SCREWS
3/16"0 COUNTER SUNK DOWN FLUSH TO
SCREWS @ 6" O.C. PLATE
3116
' 1/4"x4'-0"x5'-0" PLATE
SECTION
1/4"x4" FLAT STOCK
PLAN W/ 1"x3" UHMW, TYP
A2 RUB PLATE
5-504 SCALE: NTS
2
3
T-0"
MIN
MIN 1/4" PLATE W/
TOP OF NON -SLIP SURFACE
FLOATING
DOCK—\ —
STIFFENER
PLATE AS R
SHORE CONNECTION,
SEE NOTES
ALUMINUM GANGWAY
ROLLER — RUB PLATE
B3 TOE HINGE PLATE
S-503 SCALE: NTS
5-504
DOCK CLEAT, MOUNT ON
DOCK OR WALER PER
MANUFACTURER'S
RECOMMENDATIONS
FLOATING DOCK
O & WALER
THRU BOLT WI NUT &
o WASHER, TYR
CONNECTION
PER MANUACTURER'S
RECOMMENDATIONS
A3 DOCK CLEAT
5-503 SCALE: NTS
4
sTv hghq
moffatt & nichol
INC FIRM LICENSE NO. F-0105
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ESSR
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126433
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USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
I - 17/10/2020195' SUBMITTAL 1
5/8/2020 359 SUBMITTAL
CAD FILE NAME: C8600S504.DWG
DESIGNED BY: AC
DRAWN BY: WET
EDITED BY:
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
A STRUCTURAL
GANGWAY DETAILS
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
PROJECT EIP BRANCH CHIEF TECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
11850694 8600-D
DISCIPLINE SHT NO
S-504 SHEET 27 OF 34

2'-0"
1
3 EQ SPA @
3 EQ SPA @
3 EQ SPA @
4'-7" O.C.=13'-9"
6-0" O.C. =16-0"
5'-0" O.C.=15'-0"
60'-0"
T-9„
2 6"
PLASTIC
FENDER SYSTE-v
COMPOSITEWALE
Al �
TYP, SEE
C1
7-PILE TIMBER
64 5-505
18" CLEAT TYP, SEE
S-506
DOLPHIN
'
ss05
Fi
c B�
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EXIST. CIP CONC
EXISTING PIS CONC
BENT CAP
PILE BELOW, TYP
BELOW, TYP
13'-9"±
15'-0"±
±
4'-10".
COMPOSITE
DECKING
1/8" MATACRYL r 112" EMSEAL
WEAR SURFACE HORIZONTAL
/ COLORSEAL
B1 JOINT
S-505 SCALE: NTS
B
FRP DECK, TYP
EL +;41
3x10 COMPOSIT
—
STRINGER, TYP
1
MLW EL 0.0 C7
EXISTING 12" SQ P/S
CONC PILE, TYP —
A
Al SECTION
5-505 SCALE: 3/4"=V-0"
1
EXISTING STEEL SHEET PILE
BULKHEAD W/CONC CAP
FRP DECK, TYP
10"SQ REINFORCED
COMPOSITE PLASTIC WALE
10"SQ REINFORCED COMPOSITE
PLASTIC FENDER CHOCK, TYP
12"0 REINFORCED COMPOSITE
PLASTIC FENDER PILE, TYP
CAMEL PADEYE, SEE C5o5
16"0 REINFORCED
COMPOSITE PLASTIC CAMEL
2
PLASTIC COMPOSITE
BLOCKING, TYP
16"0 COMPOSITE CAMEL, SEE
1
20 EQ SPA @ 6-0" O.C.=100--0"
3
lEe
12"0 COMPOSITE
FENDER PILE, TYP PLASTIC COMPOSITE CHOCK, TYP
Cl CONSTRUCTION PLAN ENLARGEMENT
5-103 SCALE: 1/8"=l'-0"
JOINT, SEE ssos
6" T-0"+
FRP DECK, TYP �
I rT� I
L J a,
3x10 COMPOSITE a a
STRINGER, TYP a
4"0"08" SS
EMBED PLATE, TYP
3
SLOTTED
CONNECTION, TYP 12
3/4" ADHESIVE
ANCHOR, TYP p k
B2 SECTION
S-505 SCALE: 3/4"=l'-0"
VARIES
EXISTING STEEL SHEET PILE
BULKHEAD WI CONC CAP
{ EXIST. CIP CONC PILE SUPPORTED
FOUNDATION FOR CLEAT
718"
1/8" THICK
ADHESIVE BED, TYP
7/8" THICK FRP
BEARING SEAT, TYP
5/8" SS BOLT, TYP
PLAN
4 sTv hghq
Moffatt & nichol
INC FIRM LICENSE NO. F-0105
4"0 CORES FILL WI
MARINE SEALANT AFTER
TIGHTENING NUTS
R318"
GROUT BED
'= u° 51/2 EXISTING CONCRETE
EXISTING 12" SO PIS
CONC PILE, TYP
° I I° • ,e I
I II
II II
II II
u u
EXISTING STEEL SHEET
FRP DECK PILE BULKHEAD W/
CONC CAP
v
3x10 COMPOSITE a a
STRINGER
4"x9"x3/8" SS
EMBED PLATE 3
SLOTTED
CONNECTION 12
3/4"ADHESIVE
ANCHOR, TYP
EXISTING 12" SQ PIS
CONC PILE, TYP
A2 SECTION
5-505 SCALE: 3/4"=V-0"
2 3
c
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5/8/2020 359 SUBMITTAL
CAD FILE NAME: C8600S505.DWG
B4 18 INCH CLEAT
DESIGNED BY: AC
5-505 SCALE: 11/2"=l'-0"
DRAWN BY: WBT
EDITED BY:
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
A
STRUCTURAL
WOOD DOCK DETAILS
8'-0"
REVIEWED BY:
REVIEWED BY:
REVIEWED BY:
SCALE: 1/8"=V-0"
G.A. DEVAN
M.M. BLACKBURN
G.P. LODGE
PROJECT EIP
BRANCH CHIEF
TECH. DIRECTOR
2'-0"
0'-0.. 1'-0"
2'-0"
J.M. HALL, CDR
SCALE: 3/4"=V-0"
APPROVING OFFICER DATE
PROJECT NUMBER
DRAWING NUMBER
1'-0"
0'-0.. 6"
1'-0"
11850694
8600-D
SCALE: 11/2"=V-0"
DISCIPLINE SHT NO
4
S-505
SHEET 28 OF 34

1 I 2 1 3
4 STv lop hghq
moffatt & nichol
INC FIRM LICENSE NO. F-0105
SEE PLAN
101.
4" 3/4"0 ANCHOR BOLT W/
CL ANCHOR, TYR
HEAVY HEX NUTS &
6"
WASHERS, TYP, SEE NOTE 1
12"0 REINFORCED COMPOSITE
PLASTIC FENDER PILE, TYP V-6"
10" SO (4-1"0) REINFORCED COMPOSITE
1'-6" PLASTIC CHOCK, TYP
13/16"0
HOLE, TYR
°
a
_
16"0 (16-1.25"0) REINFORCED TYR
Al
TYP
10" SO (4-1"0) REINFORCED COMPOSITE
_
COMPOSITE PLASTIC CAMEL S-506 PLASTIC WALE
-
_ _ _ _
° — — �e —
1 1/2"MIN
C
i
\\ \
5/8"THICK--
STL PLATE
° °
—
1 "0 HOLE FOR 3/4"
-
I ii
u I
ii
1114"THICK
SHACKLE, SEE NOTE 2
"
\
STL PLATE
FACE OF EXISTING CONC
FACE OF
I ii
5116
STRUCTURE
COMPOSITE DECK
ii
CHAIN SHACKLE
NOTES:
1. ADHESIVE ANCHORS SHALL BE 3/4"0 ASTM A 449 WITH
_
EPDXY ADHESIVE ANCHORAGE SYSTEM,12 INCHES
A3 EXIST. CONC
1"0 SS ANCHOR,
MINIMUM EMBEDMENT.
SEE BENT CAP
ssos
TYP, SEE NOTE z
a
2. HOLE DIAMETER SHALL BE COORDINATED WITH SHACKLE
COUNTER -BORE NUT & TRIM *'
A2
w
SIZE TO BE USED WITH THE CAMEL SYSTEM.
CL FENDER PILE & 4
EXCESS THREAD, TYP, SEE ^
m
S-506 CONC BENT CAP, TYP
—
w
FRONT ELEVATION
SIDE ELEVATION
NOTE:
CONTRACTOR SHALL BE AWARE THAT STAINLESS STEEL ANCHORS FOR MOUNTING THE
FENDER SYSTEM SHALL BE DRILLED INTO THE SIDE OF THE CONCRETE CAP.
C3
CAMEL PAD EYE
S-505
SCALE: 11/2"=1'-0"
C1 FENDER SYSTEM
S-506 SCALE: 1/2"=V-0"
B
A
^"'_V SHACKLE, TYP
16"0 (16-1.25"0) REINFORCED
COMPOSITE PLASTIC CAMEL
RGLASS ROD, TYR
100RING CHAIN
VC ANCHOR WEIGHT
NOTE:
MOORING CHAIN SHACKLES AND ANCHOR WEIGHT PER MANUFACTURER'S
RECOMMENDATIONS.
Al CAMEL @ ANCHOR WEIGHT
5505 SCALE: 1"=V-0"
5-506
- V-6- " a cc nuruno onn uu
1'-6"
PLASTIC TYP 1"0 SS ANCHOR ROD W/
HEAVY HEX NUT, TYP
SS WASHER, TYP
ITE 40
WALE TYP COMPOSITE
FENDER PILE
OFDOCK p
SS COUPLER, TYR
EXIST. CONC
CURB
FACE OF KA3 ANCHOR RECESS
COMPOSITE DECK ssos SCALE: NTS
NOTES:
1. AFTER ANCHOR IS INSTALLED, COAT RECESS WITH MARINE SILICONE SEALANT. EXIST. CONC
BENT CAP
II 2. ALL ANCHORS SHALL BE 1"0 THREADED ROD, DRILLED AND EPDXY GROUTED
INTO EDGE PANEL WITH A MINIMUM OF 12" EMBED..
n
/
ANCHOR RECESS @ BENT
5-506 SCALE: NTS
2
3
2'-0"
1'-0"
4
COMPOSITE PLASTIC
CHOCK, TYP
r COMPOSITE B
PLASTIC WALE
EssR
_ i SEAL v i 3
026433
°'F�F E. W��.p•
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
c3,P-CES co,
o �
a
7790
USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
I - I7/1012020195' SUBMITTAL 1
5/8/2020 359 SUBMITTAL
I CAD FILE NAME: C8600S506.DWG I
A
0'-0" 2'-°" 4'-0"
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
STRUCTURAL
FENDER SYSTEM DETAILS
REVIEWED BY:
G.A. DEVAN
REVIEWED BY:
IM.M. BLACKBURN
REVIEWED BY:
I G.P. LODGE
SCALE: 1/2"=V-0"
0'-01, 1'-0" 2'-0"
PROJECT ENG.1
BRANCH CHIEF
I TECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
SCALE:1"=V-0"
°`°" 6.. "°"
PROJECT NUMBER
DRAWING NUMBER
11850694
8600—D
SCALE: 1 1/2"=V-O"
DISCIPLINE SHT NO
SHEET 29 OF 34
S-506

C
B
A
4,000 PSI CONCRETE, GROUT,
OR OTHER (AS SPECIFIED)
t: 1aL
SITE SPECIFIC GEOTEXTILE
(TURN ENDS UP)
12
10
8
6
4
2
0
-2
4 0
2
REVETMENT CABLE SLEEVE REVETMENT WASHER
REVETMENTCABLE
C1 TYPICAL BLOCK ELEVATION
S507 SCALE: NTS
2 UNIT CONCRETE BLOCK, TYR
MIN
CONCRETE BLOCK, TYR
X
�1
APPROVED "y 7\lvll� 7A—
AYERSUBGRADE SITE SPECIFICGEOTEXTILE FABRIC
4"DRAINAGE
APPROVED SUBGRADE
61 BLOCK TERMINATION
S507 SCALE: NTS
GEOGRID
3
10 20 30 40 50 60 70 80
Al SECTION
5-104 SCALE: 1"=5' HORIZONTAL
1"=2' VERTICAL
1 I 2 3
4
CABLE
CONC BLOCK, TYP
CABLE
PLAN
0 0
0 0 0
+iww +iww
HI W W CD N LL LL N LL LL
W n m W
o > CABLE CABLE
TO BE FIELD
VERIFIED
TOP SIDE END
B3 TYPICAL BLOCK
5-507 SCALE: NTS
u�
R
V
REVETMENT C
REVETMENT
CABLE SLEEVE
A3 TYPICAL BLOCK MAT
5-104 SCALE: NTS
2'-0" 0'-0" 2'-0" 4'-0"
SCALE: 1 "=2'-O"
5'-0" 0'-0" 5'-0" 10'-0"
SCALE: 1 "=5'
4
sTv hghq
moffatt & nichol
INC FIRM LICENSE N0. F-0105
C
EssR
_ i SEAL v i 3
026433
,,,, F<F n�uW �0,•
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
c3'P-CES col
o �
a
7790
B
USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
I - I7/1012020195' SUBMITTAL 1
5/8/2020 359 SUBMITTAL
CAD FILE NAME: C8600S507.DWG
DESIGNED BY: AC
DRAWN BY: WBT
EDITED BY:
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH INC
A STRUCTURAL
REVETMENT DETAILS
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
PROJECT Et BRANCH CHIEF TECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
11850694 8600-D
DISCIPLINE SHT NO
S-507 SHEET 30 OF 34

C
SEE Al —
S-508
RAIL END AND
BRACEBAND
CORNER, END POSTS:
6 5/8" O.D. PIPE
COMPOSITE SHEET PILE I
SECURITY SCREENS LE
45' BARB ARM ON CORNER POST
BISECTS ANGLE OF INTERSECTION
OF FENCE LINES IN PLAN
A- 3 LINES BARBED WIRE
TENSION BAND OR OTHER
POST CONNECTOR @ 14" O.C.
TENSION BAR
L 3/8" TRUSS ROD &
TURNBUCKLE
MIDDLE BRACE RAILS:
�i.66i'DID, PIPE
2
TOP & BOTTOM RAIL THROUGHOUT 1.66" O.D. PIPE
45" BARB ARM
FACING IN __\
- TENSION WIRE &
RAIL TIES: 9 GAGE
STEEL 24" O.C.
COMPOSITE
SHEET PILE CAP
8'-0" MAXIMUM SPACING BETWEEN ANY TWO POSTS
CORNERITERMINAL POST DETAIL LINE POST DETAIL
B
NOTES:
1. PIPE SECTIONS SHOWN ARE ASTM F1083 FOR STANDARD WEIGHT (SCHEDULE 40) PIPE. EQUIVALENT STEEL SECTIONS FOR FRAME SHALL BE
BASED ON PIPE SECTION SHOWN (SEE SPECIFICATIONS).
2. MIDDLE AND BOTTOM BRACE RAILS AND BRACE ROD ON ONE BAY EACH SIDE OF CORNER, END POSTS ONLY, SEE C'4
3. ALL EXPOSED METAL SHALL BE HOT -DIPPED GALVANIZED.
4. CHAIN LINK FABRIC SHALL BE ALUMINUM COATED STEEL 2" DIAMOND MESH, 9 GAUGE WIRE WITH BARBED SELVAGES AT TOP AND BOTTOM.
B1 CHAIN LINK SECURITY FENCE
5-101 SCALE: 1/2"=V-0"
A
Al POST CAP
5-508 SCALE: NTS
LINE POST CAP
CHAIN LINK FABRIC
2" MESH 0.192" O.D.
WIRE
LINE POST TIES: 9
GAGE STEEL
LINE POST:
41/2" O.D. PIPE
2 WALE
POST B4
CONNECTION, SEE
5-508
COMPOSITE SHEET
SECURITY SCREEN
3
63 SECTION EL TBD
5-101 SCALE: 1/2"=1'0"
1 1
2 3
1 4
BRACE BAND
RAIL END W/ OFFSET LUG AIR�ZIL
RAIL
BRACE RAIL W/ OFFSET LUG
oBRACE BAND
TENSION OR
FABRIC BAND
TRUSSROUND LINE POST
TENSION BAR ROD
TURNBUCKLE
CORNER OR TERMINAL POST
C
sTv lop hghq
moffatt & nichol
INC FIRM LICENSE NO. F-0105
C4 CORNER & TERMINAL CONNECTION
SS08 SCALE: NTS
ESSR
` i SEAL v i I
026433
°'F�F E. W��.p•
SECURITY FENCE POST
(IST.GRADE U.S. COAST GUARD
-VARIES
3/8 COMPOSITE SHEET PILE CAP, CIVIL ENGINEERING UNIT
3/8 MOUNT PER MANUFACTURER'S CLEVELAND
RECOMMENDATIONS
� c
I � a
- 779�
I B
COMPOSITE SHEET PILE SECURITY SCREEN
I
GALV L4x4xl/2 314"0 GALV STL BOLT, TYP
USCG CEU CLEVELAND
C12x30 GALV WALE 1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
B4 CONNECTION ISSUE
5-508 SCALE: 1"=1'-0"
7/10/2020 95% SUBMITTAL
5/8/2020 35% SUBMITTAL
MARK DATE DESCRIPTION
A/E PROJECT NO:10096-05
CAD FILE NAME: C8600S508.DWG
DESIGNED BY: AC
DRAWN BY: WBT
EDITED BY:
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
A STRUCTURAL
SECURITY FENCE DETAILS
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
PROJECT EIP BRANCH CHIEF TECH. DIRECTOR
2'-0" 0'-0.. 2'-0" 4'-0"
J.M. HALL, CDR
SCALE: 1/2"=V-0" APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
1'-0" 2'-0"
11850694 8600-D
SCALE: 1 "=1'-0"
DISCIPLINE SHT NO
4 S-508 SHEET 31 OF 34

C
B
A
1 I 2
14"0 BATTERED TIMBER
1"0 GALV THRU PILE, TYP (3 PILES TOTAL)
BOLT, TYP
3l4"0 GALV
WIRE ROPE
PLAN
TOP OF PILE
EL +14.0
ALUMINUM PILE CAP
TOP OF PILE
@ TOP OF EA PILE TOP OF PILE
EL +12.0
EL 14.0t
10 TURNS OF 314"0 GALV WIRE o
ROPE, STAPLE @ EACH PILE
W/ GALV STAPLE, TYP
3-1"0 GALV THRU BOLTS
CIE BOLTS
EL 10.0
W/ DOCK WASHERS
UNDER HEAD & NUT, TYP v
1
MHW
12, TYP @ ALL
�/
EL 3.10 = MHW 7
EL 3.10 =
14"0 BATTERED
MEW 7 TIMBER PILE, TYP
EL 0.00 = (3 PILES TOTAL) MLW
(60'4" LONG) EL 0.00
MUDLINE EL VARIES --\ MUDLINE EL VARIES
PILE TIP ri
EL -45.0
ELEVATION
Al 3-PILE TIMBER DOLPHIN
S-102 SCALE: 3/8"=l'-0"
1 I 2
3
14"0 BATTERED TIMBER
E (6 PILE TOTAL)
3/4"0 GALV
WIRE ROPE
PILE 114"0 PLUMB TIMBER
PILE (1 PILE TOTAL)
PLAN
PILE TIP
EL -45.0
ELEVATION
ALUMINUM PILE CAP
@ TOP OF EA PILE
10 TURNS 3/4"0 GALV WIRE ROPE
W/ 3 CLAMPS, EA END, STAPLE
EA TURN TO EA PILE, TYP
14"0 TIMBER PILE, TYP
(7 PILE TOTAL)
(60'4- LONG)
2
12
A2 7-PILE TIMBER DOLPHIN
S-103 SCALE: 3/8"=V=0"
3
4 sTv hghq
moffatt & nichol
NC FIRM LICENSE NO. F-0105
4'-0" 0'-0.. 2'4- 4'-0"
SCALE: 3/8"=l'-O"
4
C
` i SEAL v i I
026433
°'F�F E. W��.p•
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
c3,P-CES col
� c
a
7790
B
USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
I - I7/10/2020195% SUBMITTAL 1
5/8/2020 35% SUBMITTAL
I CAD FILE NAME: C8600S509.DWG I
CHECKED BY: MEW
SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
A STRUCTURAL
MISCELLANEOUS DETAILS
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
PROJECT Et BRANCH CHIEF TECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
11850694 8600-D
DISCIPLINE SHT NO
S-509 SHEET 32 OF 34

2 3 II STV loop hghq
a O \\ \ \ I \ moffatt & nichol
INC FIRM LICENSE N0. F-0105
EXISTING CONCRETE WATERFRONT II\ OI I l
7 I I \ CONSULTANTS
_ss00 I I Iv
ass I II I I
C / uNi \ I
I
\ II STATION BUILDING
C
I \
I
DOCK B-
1
O` --- ❑
cp
-\ --- O
�N CARO
OQ- AEGI STEREQ� Z
* N0. 044930
PROFESSION4L
9L� ENGINEER c�
FLOATING DOCK A4
ELECTRICA
GENERAL NOTES:
STANCHION,TYPL B3 Al 0 00 00 / U.S. COAST GUARD
1. COORDINATE EXACT LOCATION OF ELECTRICAL STANCHION WITH CLIENT. E-501
FLOATING DOCK Al Cl E'er O CIVIL ENGINEERING UNIT
2. PANELBOARD AND CIRCUIT: A-# ELECTRICAL PLAN E-501 E-501 - E CLEVELAND
• LETTER SHOWN INDICATES PANELBOARD: "A" PANEL E
• NUMBER SHOWN INDICATES SUPPLY PANELBOARD CIRCUIT NUMBER: A-# CIRCUIT NUMBER E
3. INTERLOCK RECEPTACLE AMPERE RATING WILL BE LARGER THAN SUPPLY CIRCUIT: (3) 2" CONDUITS P(ES CO
• 20A SUPPLY CIRCUIT: PROVIDE 30A RECEPTACLE 9
• 50A SUPPLY CIRCUIT: PROVIDE 60A RECEPTACLE A-2 • (A-1, A-4) y. c3 S�
•
• 70A SUPPLY CIRCUIT: PROVIDE 100A RECEPTACLE (A-2, A-3)• (SPARE)
• REFER TO SHEET E-501 FOR RECEPTACLE DETAILS AND REQUIREMENTS
B 4. REUSE EXISTING LANDSIDE CONDUIT AND CIRCUIT BREAKERS IN PANELBOARD "A". DOCK A A-3 77g� O�
5. CIRCUITS A-2, A4, A-6, A-7, A-9 SHALL BE (2) #10, #10 GND.
6. CIRCUITS A-3, A-5 SHALL BE (2) #6, #10 GND. PREVENTION BUILDING USCG CEU CLEVELAND
7. CIRCUIT A-1 SHALL BE (2) #4, #8 GND. FLOATING DOCK 1240 EAST 9TH STREET
PULLBOX, TYP Col A 7 CLEVELAND, OH 44199-2060
DOCK C A 6 E- E I \\ \\ ISSUE
A
PANELBOARD A SCHEDULE
200A, 120/208V, 30/, 4 WIRE, MAIN C/B, NEMA 4X FIBERGLASS PANEL ENCLOSURE, ISC=10,000
LOAD SERVED
LOAD(AMP)
A
B
C
CKT.BKR.
KAIC
TRIP
70
WIRE
SIZE
COND,
SIZE
CKT.
NO.
PHASE
CKT.
NO.
COND.
SIZE
WIRE
SIZE
CKT.BKR.
TRIP
20
KAIC
LOAD(AMP)
A
B
C
LOAD SERVED
A
B
C
PIER B 70A ®
PIER B 50A ®
PIER C 50A ®
PIER C 20A
PIER C 20A
SPACE ONLY
1
BILGE PUMP MOTOR
BILGE PUMP MOTOR
BILGE PUMP MOTOR
S/0
SUBTOTAL
70
1
1 10
4
1
1
1
2
3/4
10
20
1
PIER B 20A
PIER B 20A
PIER C 20A
BILGE PUMP REEL
GASOLINE PUMP REEL
DIESEL PUMP REEL
LEAK DETECTOR PANEL
SPACE ONLY
GAS PUMP MOTOR
GAS PUMP MOTOR
GAS PUMP MOTOR
DIESEL PUMP MOTOR
DIESEL PUMP MOTOR
DIESEL PUMP MOTOR
S/0
j
EXTERIOR LIGHTING
SUBTOTAL
50
1 10
50
6
314
3
4
3/4
10
20
20
50
10
50
6
3/4
5
6
3/4
10
20
20
20
10
20
10.314
7
8
20
20
10
20
10
3/4
9
10
20
11
12
20
13
14
3/4
10
20
5
1
15
16
3.1
1
15
10
314
17
18
3/4
20
7.5
3.1
10
15
10
3/4
19
20
3/4
10
20
7.5
3.1
15
10
3/4
21
22
3/4
20
1
1
7.5
23
24
3/4
20
10.6
25
26
3/4
10
20
10.6
27
28
3/4
20
10.6
29
30
31
32
33
34
35
36
37
1
38
3/4
10
20
20
39
40
3/4
10
20
20
93.173.153.1
F
1200A
MAIN
C/B
63.1
58.1
38.1
TOTAL CONNECTED AMPS: OA=156.2, 013=131.2, OC=91.2
2
- E
E
E
A-9 (3) 2" CONDUITS
A 5 • (A-6, A-7)
• (A-5, A-9)
• (SPARE)
Al FLOATING DOCK ELECTRICAL PLAN
E-101 SCALE: 1"=10'
3
f�7 n
O
PANELBOARD "A"
EXISTING ASPHALT PAVEMENT?
Y
Z
0'-0.. 10'-0" 20'-0"
SCALE: 1 "=10'
4
I - I /10/20201 95% SUBMITTAL 1
5/8/2020 35% SUBMITTAL
CAD FILE NAME: C8600E101.DWG
DESIGNED BY: DSGN
DRAWN BY: DRIFT
EDITED BY:
CHECKED BY: CHKR
SCALE: AS SHOWN PLOT SCALE: 1:1
SHEET TITLE
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH INC
A ELECTRICAL
ELECTRICAL SITE PLAN
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN M.M. BLACKBURN G.P. LODGE
PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
11850694 8600—D
DISCIPLINE SHT NO
E-101 SHEET 33 OF 34

C
B
A
1 I 2
PROVIDE 2/C WITH GROUND TYPE G CABLE IN EACH
FLOATING DOCK CONDUIT. SEE PANEL'A' SCHEDULE
FOR EACH CIRCUIT CONDUCTOR WIRE SIZE
2" EMPTY CONDUIT PROVIDED
WITH FLOATING DOCK
FLOATING PIER ELECTRICAL�I
PULL BOX ONLY
II II
I IV
II II
II II
II II
II II
2" EMPTY CONDUIT PROVIDED
WITH FLOATING DOCK
PROVIDE 2C WITH GROUND TYPE G CABLE IN EACH
FLOATING DOCK CONDUIT. SEE PANEL'A' SCHEDULE
FOR EACH CIRCUIT CONDUCTOR WIRE SIZE
PROVIDE 2" CONDUITS INSIDE 3" FLOATING DOCK SLEEVES. TERMINATE
EACH CONDUIT IN FLOATING DOCK BOX. PROVIDE CONDUCTOR SIZE &
QUANTITY CALLED FOR ON THE ELECTRICAL PLAN & PANEL SCHEDULE
C1 FLOATING DOCK ELECTRICAL PLAN
E-101 SCALE: NTS
— PVC LB, TYP
— STRAIGHT FITTING
DRILL 5/16" HOLE FOR
1/4"x3/4" STAINLESS STEEL
BOLT W/LOCK-WASHER & NUT
STAINLESS STEEL C-CLAMP
FLEXIBLE PVC CONDUIT
18"xl8"x3/8" STAINLESS Li
STEEL PLATE
/'B�l FLOATING DOCK ELECTRICAL ATTACHMENT
E-101 / SCALE: NTS
CONDUCTOR SIZE & NUMBER VARIES. REFER
TO ELECTRICAL SITE PLAN & PANEL W
SCHEDULE FOR CONDUCTOR SIZE & NUMBER
SEE
3" FLOATING
DOCK SLEEVE
2" LB PVC CONDUIT BODY, TYP
2" LIQUID TIGHT FLEXIBLE NON-METALLIC
CONDUIT, (CARFLEX, TYP) FROM
BULKHEAD TO FLOATING DOCK.
2" PVC ADAPTER & FLEXIBLE
CONDUIT FITTINGS, TYP
3 I 4
�Ir L 21/2"x21/2"x1/4"ANGLE
1" CONDUIT, TYP 1/4" THICK GUSSET PLATE
I
I
_ _ _ _ _ _ I FLOATING DOCK 3"± 4„±
H CONDUIT 21/2"x21/2"x114"ANGLE
- - - - - - FOOT, TYP
I
■ Sz�SnS�n �n � II
I
3/4"0 GALV ANCHOR INSERT. 314" ROUND GALV. THRU BOLT
PROVIDE ADDITIONAL CONCRETE W/ NUT & DOCK WASHER, TYP
FOR ANCHOR EMBEDMENT
1 1/2" PVC CONDUIT, TYP
FLOATING DOCK
/ 2" PVC ADAPTER & FLEXIBLE
/ 2'-CONDUIT FITTINGS, TYP
9"
2" PVC CONDUIT WITH EXPANSION
MIN.
L STAINLESS STEEL MTG
JOINTS INSIDE 3" SLEEVE IN
PLATE SEE SHEET S11
FLOATING DOCK, TYP
Al GATEWAY CONDUIT CONNECTION
E-101 SCALE: NTS
1
I 2
4 9/16"H x 215/16"W x 31/4"D, YELLOW FIBERGLASS TYPE FD MARINE
WEATHERPROOF GFCI RECEPTACLE BOX WITH PVC WEATHERPROOF LIFT
COVER FOR GROUND FAULT RECEPTACLE. BOX, COVER & GFI RECEPTACLE
SHALL BE MANUFACTURED BY SAME MANUFACTURER
3^±
4"± 4"± 8 3/4"
v
3/4" CONDUIT
JUNCTION BOX
CONDUIT STRAP BOLTED TO
1/4" MTG. PLATE, TYP
O
II o
I
II
® ®
II
II
m
v
REFER TO PANEL A FOR
CONDUIT SIZE AND QUANTITY
REQUIRED FOR EACH DOCK —
CONCRETE
A LC.A. UNDER SLAB
2 1/2"x2 1/2"xl"TEE IN 2
1/2" PVC WATERLINE
1/4" THICK 24"x26"± PLATE STEEL FULL
SEAM WELDED TO ANGLE FRAME
WATERTIGHT 8 3/4" x 18", 125V, 10, MECHANICALLY
INTERLOCKED RECEPTACLE/CIRCUIT BREAKER
RUSSELLSTOLL. SIZE VARIES WITH AMPERAGE
RATING.SEE SPEC FOR 30, 60 & 100 AMPERE
RUSSELLSTOLL CAT. NOS
CONDUIT REFER TO ELECTRICAL SITE PLAN & PANEL'A'
SCHEDULE FOR CONDUCTOR SIZE & QUANTITY
FLOATING DOCK
I I
2" THREADED COUPLING IN FLOATING DOCK
2" FLEXIBLE CONDUIT IN FLOATING DOCK
II
B3 FLOATING DOCK ELECTRICAL STANCHION
E-101 SCALE: NTS
20"x20"x8" CAST IRON SIDEWALK JUNCTION BOX WITH
CHECKERED COVER. PROVIDE STRAIN RELIEF GRIP
ON EACH CABLE. ANCHOR GRIPS TO JUNCTION BOX.
SPLICE TYPE G-6C FLEXIBLE DOCK CABLE TO TYPE
XHHW WIRE IN JUNCTION BOX AND EXTEND TYPE
XHHW IN CONDUIT TO PANEL
3
C
B
NOTES: A
1. FULL SEAM WELD EACH STANCHION FRAME MEMBER AT EACH
CONNECTION POINT.
2. FULL SEAM WELD 1/4" MOUNTING AROUND COMPLETE
STANCHION FRAME. DRILL ALL MOUNTING HOLES BEFORE
GALVANIZING.
3. HOT DIP GALV. ENTIRE STANCHION AFTER FABRICATION.
4. MTG. STANCHIONS & TRANSFORMER MTG. BASE DIMENSION
WILL VARY WITH EQUIPMENT. CONTRACTOR SHALL COORDINATE
MTG. STANCHIONS & MTG. BASE ACTUAL DIMENSION WITH
EQUIPMENT BEING PROVIDED. SUBMIT DETAILED SHOP DWG'S
FOR APPROVAL.
4
sTv
Moffatt & nichol
INC FIRM LICENSE NO. F-0105
�N CARO
OQ' REGI STEREQ�Z
* No. 044930
PROFESSION4L
9L� ENGINEER L�
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
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USCG CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
I — I /10/20201 95% SUBMITTAL 1
5/8/2020 35% SUBMITTAL
I CAD FILE NAME: C8600E501.DWG I
CHECKED BY: CHKR
SCALE: AS SHOWN PLOT SCALE: 1:1
WATERFRONT REPAIRS
USCG SFO FORT MACON
ATLANTIC BEACH NC
ELECTRICAL
ELECTRICAL PLAN & DETAILS
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.A. DEVAN IM.M. BLACKBURN I G.P. LODGE
PROJECT ENG.1 BRANCH CHIEF ITECH. DIRECTOR
J.M. HALL, CDR
APPROVING OFFICER DATE
11850694 8600-D
DISCIPLINE SHT NO
E-501 SHEET 34 OF 34

Strickland, Bev
From: Huggett, Douglas <[e-mail]>
Sent: Sunday, September 13, 2020 4:53 PM
To: Snider, Holley
Cc: Charles, Thomas P CIV USARMY CESAW (USA)
Subject: RE: [External] NWP 3 Application for waterfront repairs at Fort Macon USCG Station -
Carteret County
ar"r-TrExternal email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
ort.s am nc. ov
Hi Holley
Sorry I didn't respond earlier — I was on vacation last week and didn't have great internet connection at the campground
I was at.
The reason I didn't do the E-PCN was I couldn't figure out how to fill the E-PCN out for the USCG, then have them edit it,
send back to me for more edits, then back to the USCG for final approval and signatures, then back to me to add final
construction drawings and submit the package. Also, I looked at the USACE — Wilmington regulatory web page and it
said that the E-PCN was suggested but not required, so I thought this method was Ok. Is there any way we can make
this work this time, since the USCG is apparently now ready to put this project out for bid? Any advice would be
appreciated. Please let me know if we need to talk about it.
Thanks, and take care
Doug
At �11111"YRAMW
Environmental Permit Specialist/Project Manager
Moffatt & Nichol
310-B Greenfield Drive
Newport, NC 28570
Main 919.781.4626 ext.12149
Direct 919.645.0649
Cell 919.534.6834
Creative People, Practical Solutions. °
1

From: Snider, Holley <[e-mail]>
Sent: Tuesday, September 08, 2020 8:51 AM
To: Huggett, Douglas <[e-mail]>
Cc: Charles, Thomas P CIV USARMY CESAW (USA) <[e-mail]>
Subject: RE: [External] NWP 3 Application for waterfront repairs at Fort Macon USCG Station - Carteret County
CAUTION: This email originated from outside of the organization.
Good afternoon Doug,
I hope you are well. Has Moffitt and Nichol submitted this request thru the online PCN notification process?? Thanks in
advance.
Sincerely,
Holley Snider .., ,��((((°>•... ..><((((°>.
Environmental Specialist 11
Division of Water Resources
North Carolina Department of Environmental Quality
Phone: [phone]
Q �
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Huggett, Douglas [mailto:[e-mail]]
Sent: Monday, August 24, 2020 11:24 AM
To: Charles, Thomas P CIV USARMY CESAW (USA)<[e-mail]>; Snider, Holley
<[e-mail]>
Cc: Winters, Mikele <[e-mail]>; Huggett, Douglas <[e-mail]>
Subject: [External] NWP 3 Application for waterfront repairs at Fort Macon USCG Station - Carteret County
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Good Morning Holley and Tom,
On behalf of the US Coast Guard, Moffatt and Nichol would like to submit a Pre -Construction Notification for waterfront
improvements at the USCG Sector Field Office at Fort Macon, Carteret County, NC. After talking with your agencies
earlier this year, it is anticipated that all proposed improvements may be authorized by way of a Nationwide Permit No.
3 and General Water Quality Certification No. 4132. Accordingly, please find attached the following documents:
C11850694 Waterfront Repairs at USCG SFO Fort Macon — NWP3 letter-signed.pdf
C11850694 Waterfront Repairs at USCG SFO Fort Macon — NWP 3 PCN-signed.pdf
C11850694 Waterfront Repairs at USCG SFO Fort Macon — NWP 3 supplemental information.pdf
C11850694 Project Drawings.pdf
It should also be noted that a Federal Coastal Zone Management Act (CZMA) consistency determination for this work
has already been submitted to the N.C. Division of Coastal Management for review.

If you need any additional information to aid you in carrying out your review, please feel free to let me know.
Sincerely,
Doug Huggett
Environmental Permit Specialist/Project Manager
Moffatt & Nichol
310-B Greenfield Drive
Newport, NC 28570
Main 919.781.4626 ext.12149
Direct 919.645.0649
Cell 919.534.6834
Creative People, Practical Solutions. °