03-09_Town of Beaufort_20090323

NC Division of 03-09
Coastal Management Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, Department of Environment,
and Natural Resources and the Coastal Resources Commission for development
in an area of environment concern pursuant to Section 113A-118 of the
General Statutes, "Coastal Area Management"
Issued to The Town of Beaufort, authorizing development in the Estuarine Shoreline (AEC) at the property adjacent to
2511 Front Street, in Beaufort, as requested in the permittee's application, dated 2/20/2009. This permit, issued on
3/23/2009, is subject to compliance with the application and site drawing (where consistent with the permit), all
applicable regulations and special conditions and notes set forth below. Any violation of these terms may subject
permittee to a fine, imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: the relocation and reduction in length of Front Street and the relocation of an existing storm water pipe
(1) All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s) dated received on 3/5/2009.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at 252-808-2808 for a final inspection at
completion of work.
(Additional Permit Conditions on. Page 2)
This permit action may be appealed by the permittee or other qualified persons
within twenty (20) days of the issuing date. From the date of an appeal, any.
work conducted under this permit must cease until the appeal is resolved. This
permit must be on the project site and accessible to the permit officer when the
project is inspected for compliance. Any maintenance work or project
modification not covered under this permit, require further written permit
approval. All work must cease when this permit expires on:
DECEMBER 31, 2012
In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
Heather Styron
NC Division of Coastal Management-
400 Commerce Ave.
�11Morehead City, NC 28557
t ku - P"W't i Clk�
PERMITTEE
(Signature required if conditions above apply to permit)

Name: Town of Beaufort
Minor Permit # 03-09
Date: 3/23/2009
Page 2
(5) The amount of impervious surface shall not exceed 30% of the lot area within 75 feet of Normal High Water
(Estuarine Shoreline Area of Environmental Concern.
(6) Unless specifically allowed in 15A NCAC 07H. 0209(d)(10), and shown on the permitted plan drawing, all
development/construction shall be located a distance of 30 feet landward of Normal High Water with the exception
of the existing storm water pipe relocation.
(7) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Prior to any land -disturbing activities, a barrier line of filter cloth must
be installed between the land disturbing activity and. the adjacent marsh or water areas, until such time as the area
has been properly stabilized with a vegetative cover.
(8) Any proposed for grading within the 30' buffer from the Normal High Water must be contoured toTrevent additional
stormwater runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, and must remain in
a vegetated state.
(9) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction
completion.
(10) Prior to any development, silt fence shall be properly installed between all planned land disturbance and the
adjacent marsh and open water areas; the silt fence shall be properly maintained throughout the construction
period. Silt fence shall be installed such that it is properly toed -in to the soil.
(11) This permit does not authorize development within any wetlands or open water areas.
(12) Prior to any development, the permittee is required to contact the field rep.@ 252-808-2808 to mark the landward
edge of the 30 ft. buffer.
SIGNATURE: ' ie" DATE:
PERMITTEE

Aq�k`A
RCDENR
North Carolina Department of Environment and Natural Resources.
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
March 23, 2009
Town of Beaufort
215 Pollock Street
Beaufort, NC 28516
Dear Sir or Madam:
Attached is CAMA Minor Development Permit # 03-09 for relocation and reduction in length of
Front Street and the relocation of an existing storm water pipe at the East end of Front Street along
Taylors Creek and adjacent to the Town of Beaufort's boat launch facility.
In order to validate this permit, please sign both copies as indicated. Retain the original (yellow
copy) for your files and return the signed copy to us in the enclosed, self-addressed envelope.
Your early attention to this matter would be appreciated.
Sincerely,
y
Heather Styron
Coastal Management Representative
lsb
Enclosures
cc: Tere Barrett, District Manager
400 Commerce Avenue, Morehead City, North Carolina 28557.
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer— 50% Recycled \ 10% Post Consumer Paper

NC Division of
Coastal Management
03-09
Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, Department of Environment,
and Natural Resources and the Coastal Resources Commission for development
in an area of environment concern pursuant to Section 113A-118 of the
General Statutes, "Coastal Area Management'
Issued to The Town of Beaufort, authorizing development in the Estuarine Shoreline (AEC) at the property adjacent to
2511 Front Street, in Beaufort, as requested in the permittee's application, dated 2/20/2009. This permit, issued on
3/23/2009, is subject to compliance with the application and site drawing (where consistent with the permit), all
applicable regulations and special conditions and notes set forth below. Any violation of these terms may subject
permittee to a fine, imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: the relocation and reduction in length of Front Street and the relocation of an existing storm water pipe
(1)' All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s) dated received on 3/5/2009.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations, -
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at 252-808-2808 for a final inspection at
completion of work.
(Additional Permit Conditions on Page 2)
This permit action may be appealed by the permittee or other qualified persons
within twenty (20) days of the issuing date. From the date of an appeal, any
work conducted under this permit must cease until the appeal is resolved. This
permit must be on the project site and accessible to the permit officer when the
project is inspected for compliance. Any maintenance work or project
modification not covered under this permit, require further written permit
approval. All work must cease when this permit expires on:
DECEMBER 31, 2012
In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
Heather Styron
NC Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
PERMITTEE
(Signature required if conditions above apply to permit)

Name: Town of Beaufort
Minor Permit # 03-09
Date: 3/23/2009
Page 2
(5) The amount of impervious surface shall not exceed 30% of the lot area within 75 feet of Normal High Water
(Estuarine Shoreline Area of Environmental Concern.
(6) Unless specifically allowed in 15A NCAC 07H. 0209(d)(10), and shown on the permitted plan drawing, all
development/construction shall be located a distance of 30 feet landward of Normal High Water with the exception
of the existing storm water pipe relocation.
(7) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Prior to any land -disturbing activities, a barrier line of filter cloth must
be installed between the land disturbing activity and the adjacent marsh or water areas, until such time as the area
has been properly stabilized with a vegetative cover.
(8) Any proposed for grading within the 30' buffer from the Normal High Water must be contoured to prevent additional
stormwater runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, and must remain in
a vegetated state.
(9) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction
completion.
(10) Prior to any development, silt fence shall be properly installed between all planned land disturbance and the
adjacent marsh and open water areas; the silt fence shall be properly maintained throughout the construction
period. Silt fence shall be installed such that it is properly toed -in to the soil.
(11) This permit does not authorize development within any wetlands or open water areas.
(12) Prior to any development, the permittee is required to contact the field rep. @ 252-808-2808 to mark the landward
edge of the 30 ft. buffer.
SIGNATURE:
PERMITTEE
DATE:

esE
COASTAL SCIENCE & ENGINEERING
PO BOX 1643 MOREHEAD CITY NC 28557 • TEL [phone] • FAX [phone] • EMAIL [e-mail]
March 5, 2009
Ms. Heather Styron
N.C. Division of Coastal Management
400 Commerce Avenue
Morehead City, North Carolina 28557
Re: Minor CAMA Permit Application
Front Street Relocation Project
Town of Beaufort, Carteret County
Dear Ms. Styron:
MAR 5 2009
lW%rehead Cit
Y ')C
Phone [phone]
Fax [phone]
Please find attached the permit application drawings revised in accordance with your request on 20
February, 2009. 1.
In addition, the existing 15 inch storm drain will be removed and relocated, see attached letter. The
proposed storm drain will be resized to 18 inches to meet NCDOT standards (enclosed) as shown on
Sheet 6. Should you need clarification on NCDOT standards call Reed Smith (252-514-4716) with
NCDOT.
This submission of the requested revisions should complete the permit application and allow for the
review process to continue.
Please call me if you have any questions or need additional information.
Sincerely,
COASTAL SCIENCE & ENGINEERING
0
Jeremy G. Ganey
Environmental Scientist
Enclosures
CC: Terri Parker-Eakes, Town of Beaufort

5 2009
City DCi1ll
® North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
March 4, 2009
Mr. J.W. Forman Jr, PE
Coastal Science & Engineering
P.O. Box 1643
Morehead City, NC 28557-1643
Dear Bill,
The NC Wildlife Commission is in the planning stages of renovating the Beaufort Boating Access
Area. This letter is to confirm that NC Wildlife plans to remove the existing Front Street culvert that is
adjacent to the existing boat ramps as part of the renovation.
If you need any additional information I can be contacted at sara.sherman(a)ncwildlife.org or 919-707-
0164. 1 look forward to continued coordination with you on our respective projects.
Sincerely,
Sara Sherman, PE
Division of Engineering Services
SS
Mailing Address: N.C. Wildlife Resources Commission - 1701 Mail Service Center - Raleigh NC 27699-1701
Telephone: [phone]

ROADWAY DESIGN MANUAL
i
MAR 5 2009
Morehead City DCM PART I
DRAINAGE DATA ON PLAN SHEETS 5-17
Pipe symbols, pipe sizes, structure abbreviations and structure numbers shall be shown
on plan sheets (See 5-19 of this Chapter for information on structure numbers). Circular
symbols shall also be shown on profile to indicate bed elevation at centerline of each
cross -drainage pipe.
:The minimum size pipe for open ended cross -drainage is 18" jA minimum size pipe of
12 is required -where the inlet is protected with a drainage structure such as a catch basin or
drop inlet. The Hydraulics Unit will recommend the use of 12" pipe at locations where the
drainage requirements do not necessitate a 15" RCP pipe. Smaller drop inlet boxes and
catch basins should be utilized with the 12" pipe.
HYDRAULIC DATA ON PLAN SHEETS 5-18
Hydraulic data related to pipe culverts, will be shown on the Roadway Profile Sheets.
This data is required to be shown for all cross -drainage structures at the inlet end.
Hydraulic data is not required to be shown for drainage structures that are draining the
highway right of way. An example of this is median drainage.
The following hydraulic data will be shown on the profile sheets.
DRAINAGE AREA (ACRES)
Design Frequency =
Design Discharge =
Design HW Elevation =
100 Year Discharge =
100 year HW Elevation =
Overtopping Frequency =
Overtopping Discharge =
Overtopping Elevation =
REV. DATE: 01/02/02
YRS
CFS.
FT.
CFS.
FT.
YRS
CFS.
FT.

Locality Permit Number ; IM
Ocean Hazard Estuarine Shoreline ,ORW Shoreline Public Trust Shoreline Other
(Fnr nfficiml nse only)
GENERAL INFORMATION
LAND OWNER
Name: Town of Beaufort
Address: 215 Pollock St
City: Beaufort
AUTHORIZED AGENT
Name: Coastal Science and Engineering
Address: 1209-A Arendell St
City: Morehead City
State: NC Zip: 28516
State: NC Zip: 28557
T4, ret
FE8 17 Z009
Aflorehe-aa 0%1te 0C'M
Phone: [phone]
Phone: [phone]
LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the
adjacent waterbody.) The project is located on the East end of Front St along Taylors Creek and adjacent to the Town of
Beaufort's boat launch facility.
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) The Town of Beaufort proposes
to relocate and reduce the length of Front St by moving it to the west side of the existing boat launch facility property.
The boat launch property is currently owned by the Town of Beaufort and the right-of-way owned by NCDOT. The street
relocation will be constructed in accordance with NCDOT specifications. No NCDOT driveway permit or encroachment
agreement is required for this permit.
SIZE OF LOT/PARCEL: 36,154.8 square feet 0.83 acres
PROPOSED USE: Residential ❑ (Single-family ❑ Multi -family ❑) Commerical/Industrial ❑ Other
TOTAL ENCLOSED FLOOR AREA OF A BUILDING IN THE OCEAN HAZARD AREA OF
ENVIRONMENTAL CONCERN (AEC): 0 square feet (includes all floors and roof covered decks)
SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT -UPON SURFACES IN THE
COASTAL SHORELINE AREA OF ENVIRONMENTAL CONCERN (AEC): 1,950.1 square feet (Calculations
includes the area of the roof/drip line of all buildings, driveways, covered decks, concrete or masonry patios, etc. that are
within the applicable AEC.)(Attach your calculations with the project drawing.)
Choose the AEC area that applies to your property:
(1) within 75 feet of Normal High Water for the Estuarine Shoreline AEC
(2)within 575 feet of Normal High Water for the Estuarine Shoreline AEC, adjacent to Outstanding Resource Waters
(3)within 30 feet of the Public Trust Shoreline AEC
(Contact your Local Permit Officer if you are not sure which AEC applies to your property.)
STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State Stormwater
Management Permit issued by the NC Division of Water Quality? YES ® NO ❑
If yes, list the total built upon area/impervious surface allowed for your lot or parcel. 14,374.8 square feet.

IV'
ly
OTHER PERMITS MAY BE REQUIRED: The activity you are planning may require permits other than the CAMA minor development permit.
As a service we have compiled a listing of the kinds of permits that might be required. We suggest you the v e iS L
determine if any of these apply to your project. Zoning, Drinking Water Well, Septic Tank (or other sani a st6ifatmen! sysfem 4 uildin i
Electrical, Plumbing, Heating and Air Conditioning, Insulation and Energy Conservation, FIA Certification ar} eIt
Subdivision Approval, Mobile Home Park Approval, Highway Connection, and others.
STATEMENT OF OWNERSHIP: FEB 17 2009
I, the undersigned, an applicant for a CAMA minor development permit, being either f�%9
a person authorized to act as an agent for purposes of applying for a CAMA minor deve opment permi , ce i t K&Pe
person listed as landowner on this application has a significant interest in the real property described therein. This interest
can be described as: (check one)
® an owner or record title, Title is vested in Block 17 Man Number 7315 (East End of Front Street) in the Carteret
County Registry of Deeds.
❑ an owner by virtue of inheritance. Applicant is an heir to the estate of ;
probate was in County.
❑ if other interest, such as written contract or lease, explain below or use a separate sheet and attach to this application.
NOTIFICATION OF ADJACENT PROPERTY OWNERS:
I furthermore certify that the following persons are owners of properties adjoining this property. I affirm that I have given
ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA permit.
(Name) (Address)
(1) Charles Oliver PO Box 80248 Raleigh, NC 27623
(2) Beaufort Landing 2511 Front St Beaufort, NC 28557
FOR DEVELOPERS IN OCEAN HAZARD AND ESTUARINE HAZARD AREAS:
I acknowledge that the land owner is aware that the proposed development is planned for an area which may be
susceptible to erosion and/or flooding. I acknowledge that the local permit officer has explained to me the particular
hazard problems associated with this lot. This explanation was accompanied by recommendations concerning stabilization
and floodproofing techniques.
PERMISSION TO ENTER ON LAND:
I furthermore certify that I am authorized to grant and do in fact grant permission to the local permit officer and his agents
to enter on the aforementioned lands in connection with evaluating information related to this permit application.
This application includes: general information (this form), a site drawing as described on the back of this application, the
ownership statement, the AEC hazard notice where necessary, a check for $100.00 made payable to the locality, and any
information as may be provided orally by the applicant. The details of the application as described by these sources are
incorporated without reference in any permit which may be issued. Deviation from these details will constitute a violation
of any permit. Any person developing in an AEC without permit is subject to civil, criminal and administrative action.
This the 10 day of February, 20 09
ry Landowner or person authorized to act as his A�nt
for purpose of filing a CAMA permit application

SITE DRAWING/APPLICATION CHECKLIST
Please make sure your site drawing includes the following information required for a CAMA minor development permit.
The drawing may be simple and not necessarily to scale. The Local Permit Officer will help you, if requested.
PHYSICAL DEVIENSIONS,,,,
® Label roads
® Label highways right -of --ways
® Label local setback lines FEB 1 7 2009
® Label any and all structures and driveways currently existing on property
PHYSICAL CHARACTERISTICS
® Draw and label mean high water mark
® Draw location of on -site wastewater system
If you will be working in the ocean hazard area: N/A
n >,.!aw and label dune .-idges (note height)
Dfa-w and label tee of dune
n Tae„tif . and leeate first line efstable vegetation
n Draw and label Seth ek line under ! AMA
If you will be working in an estuarine shoreline area:
® Draw and label landward limit of AEC
® Describe terrain (slope)
DEVELOPMENT PLANS
® Draw and label areas that will be disturbed
1-1 if.. house is to be pl eea en le+ aeseribe lee *:en efhe„se N/A
n Nete size of piling and depth to be nlaeea : gr-.,a N/A
® Draw and label all areas to be paved or graveled
® Describe composition of surface
N/A
N/A
NOTE TO APPLICANT
Have you:
• completed all blanks and / or indicated if not applicable?
• notified and listed adjacent property owners?
• included your site drawing?
• signed both application and statement of ownership?
• enclosed the $100.00 fee?
• completed an AEC Hazard Notice, if necessary?
FOR STAFF USE
Site Notice Posted Final Inspection Fee Received
Site Inspections
Morehead City DCM
Date of Action: Issued Exempted Denied Appeal Deadline (20 days)

I-e
3)o-)70

Fax Send Report
Date/Time MAR-09-2009 11:13AM MON
Fax Number
Fax Name DCM MHDCTY
Model Name SCX-5x30 Series
No. Name/Number StartTime Time Mode
732 97262653 03-09 11:12AM 00'34 ECM
M��
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue
James H. Gregson Dee freeman
Governor
Director Secretary
FAX COVER
q'U-1
DATE:
TO:
Carteret News Times
OFFICE:
FAX #:
252-726-2653
TELEPHONE
#: 252-726-7081
TOTAL PAGES INCLUDING COVER SHEET:
FROM:
�\
Morehead City Once
400 Commerce Avenue
Morehead City, North Carolina 28557
Phone! 252-808-2808
FAX: [phone]
www. nccoastalmanaoement.net
RE:
400 Commaw Av . MW*.w OtY, NC 2897-30 One
Phm 252.50628081 FAX:[phone]M Mamat eYYW eccoesWmensaement met NpithCaI01ina
.�roraw +.r�o4n�. 6. Naturally
Page Result
002/002 0.K
t 1,

Beverly Eaves Perdue
Governor
DATE:
TO:
OFFICE:
FAX #:
POWA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson
Director
FAX COVER
3 - 9-09
Carteret News Times
252-726-2653
TELEPHONE #: [phone]
TOTAL PAGES INCLUDING COVER SHEET:
FROM: IQ CI`
Morehead City Office
400 Commerce Avenue
Morehead City, North Carolina 28557
Phone: [phone]
FAX: [phone]
www.nccoastalmanagement.net
U4
Dee Freeman
Secretary
400 Commerce Ave., Morehead City, NC 28557--3421 One
Phone: [phone] FAX: [phone] Intemet: www.nccoastalmanaoement.net NofthCarolina.
An Equal Opportunity Affirmative Action Employer Natulrallff

Beverly Eaves Perdue
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson
Director
NOTICE OF FILING
OF APPLICATION FOR
CAMA MINOR DEVELOPMENT PERMIT
Dee Freeman
Secretary
Pursuant to NCGS 113A-119(b), The Division of Coastal Management hereby gives NOTICE that on
March 9, 2009, The Town of Beaufort applied for a CAMA permit to redevelopment of Front Street by
moving it to the west of the existing boat ramp area at the east end of Front Street.
The application may be inspected at the address below. Public comments received by March 26, 2009
will be considered. Later comments will be accepted and considered up to the time of permit decision. Project
modifications may occur based on further review and comments. Notice of the permit decision in this matter
will be provided upon written request.
CAMA Field Representative f r
Morehead City CAMA Office
400 Commerce Ave
Morehead City, NC 28557
Phone: [phone]
PLEASE PUBLISH ON: 3/11/2009
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer
Nne
orthCarolina
NaturallrY

Q��
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
2/20/2009
Town of Beaufort
C/o Coastal Science and Engineering
1209-A Arendell Street
Morehead City, NC 28557
RE: INCOMPLETE APPLICATION ADDITIONAL INFORMATION REQUIRED
APPLICATION NUMBER- 03-09
PROJECT ADDRESS- Property adjacent to 2511 Front Street
Dear Sir or Madam:
We originally accepted your application under the impression that it was complete. On subsequent review,
have discovered that additional information is needed to complete the review process. Accordingly, I am
requesting that you submit the following additional information to this office:
1. All coastal wetlands must be shown and labeled properly on the plats.
2. Must address whether the 15 inch existing storm drain will be removed and relocated. .
3. If the new storm drain is a replacement of the existing one shown then it must be resized to
meet the original size of 15 inches verses the new size of 18 inches in order to be consistent
with 15A NCAC 07H .0209 guidelines.
In accordance with the Department of Environment and Natural Resources regulations, we note that a
certain time has passed while the application has remained in our office. Upon resubmission of a complete
application, a local decision will be made in 22 days, provided this period is not extended as provided by
law.
Please contact me at 252-808-2808 if you have any questions.
Respectfully yours,
Heather M. Styron, Field Rep DCM
400 Commerce Ave.
Morehead City, NC 28557
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
2/20/2009
Town of Beaufort
C/o Coastal Science and Engineering O
1209-A Arendell Street ® 6' /\\\
Morehead City, NC 28557
RE: INCOMPLETE APPLICATION ADDITIONAL INFORMATION REQUIRED
APPLICATION NUMBER- 03-09
PROJECT ADDRESS- Property adjacent to 2511 Front Street
Dear Sir or Madam:
We originally accepted your application under the impression that it was complete. On subsequent review, I
have discovered that additional information is needed to complete the review process. Accordingly, I am
requesting that you submit the following additional information to this office:
1. All coastal wetlands must be shown and labeled properly on the plats.
2. Must address whether the 15 inch existing storm drain will be removed and relocated.
3. If the new storm drain is a replacement of the existing one shown then it must be resized to
meet the original size of 15 inches verses the new size of 18 inches.
In accordance with the Department of Environment and Natural Resources regulations, we note that a
certain time has passed while the application has remained in our office. Upon resubmission of a complete
application, a local decision will be made in 22 days, provided this period is not extended as provided by U�J
law.
Please contact me at 252-808-2808 if you have any questions. 0'
Respectfully yours, C'�
Heather M. Styron, Field Rep DCM
400 Commerce Ave.
Morehead City, NC 28557
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

i Y.
11
A

CSE
COASTAL SCIENCE & ENGINEERING
PO BOX 1643 MOREHEAD CITY NC 28557 • TEL [phone] • FAX [phone] • EMAIL [e-mail]
j YiE
I CPO
February 17, 2009 FEB0
1 7009
Mr. James Gregson, Director
N.C. Division of Coastal Management
400 Commerce Avenue
Morehead City, North Carolina 28557
Re: Minor CAMA Permit Application
Front Street Relocation Project
Town of Beaufort, Carteret County
Dear Mr. Gregson:
Morehe u City DCM
Phone [phone]
Fax [phone]
Please find the Minor CAMA Permit application documents for the referenced project. Included with the
application is a check for $100.00.
Your review of these documents for completeness at your earliest convenience is greatly appreciated.
Please call me if you have any questions or need additional information.
Sincerely,
COASTAL SCIENCE & ENGINEERING
Jeremy G. Ganey
Environmental Scientist
Enclosures
CC: Terri Parker-Eakes, Town of Beaufort

Fvan� 84r�88� no�oc��a�oo�
[o3c����orr���C)FEB „zo09
Morehead Clry DCnn
f(
Drawing Index
Titles
Drawing Number
Cover Sheet
Notes
Existing Conditions
Demolition & Removal Plan
Plan/Profile
Details
Details
Cross Sections
Prepared By:
COLUMBIA=8-MOREHEAD CITY— CSC
Coastal Science G Engineering
PO Box 1645
MOREHEAD CITY NORTH CAROLINA 28557
PHONE [phone] FAx [phone]
01 of 8
02 of 8
03of8
04 of 8
05 of 8
06 of 8
07of8
08 of 8
r a VI��
P�
'V�ot
Project Location Map
Prepared For:
Project Area
Gray
ctr R
Town of Beaufort
215 Pollock Street
Beaufort, North Carolina 28516
January 15, 2009 '
REV. January 29, 2009
01

GENERAL NOTES:
1. THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT CONSISTS OF DRAWINGS, SHEET 01 THROUGH 07,
SPECIFICATIONS, TITLED SPECIFICATIONS MANUAL, FRONT STREET RELOCATION, BEAUFORT, NORTH CARC NA,
DATED MIARY 15, 2009, AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES, JANUARY 2002 EDITION, INCORPORATED INTO THESE
CONTRURON DOCUMENTS BY REFERENCE.
EROSION CONTROL NOTES:
1. CONTACT THE NCDENR, LAND QUALITY SECTION (910.798.7215) ONE WEEK PRIOR TO LAND DISTURBING ACTIVITY,
AND ONE WEEK PRIOR TO FINAL INSPECTION.
2. A COPY OF THE APPROVED SEDIMENT AND EROSION CONTROL PLAN SHALL BE MAINTAINED AT THE SITE
3. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN THOSE INDICATED ON THE PUNS,
BUT NOT LIMITED TO OFFSITE BORROW AND DISPOSAL AREAS, CONTRACTOR SHALL SUBMIT SUPPLEMENTARY
EROSION CONTROL PLAN TO THE ENGINEER FOR REVIEW AND APPROVAL BY THE LAND QUALITY SECTKNL.
4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED FOR DAMAGE AND EFFECTIVE OPERATIONS
FOLLOWING EVERY RAINFALL EVENT OR LEAST ONCE PER WEEK REPAIRS SHALL BE COMPLETED IMMEDIATELY
TO DIMENSION AND FUNCTIONS INDICATED ON THE PLANS.
5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
NECESSARY TO MAINTAIN EROSION AND CONTROL AS DETERMINED BY THE OWNER ENGINEER OR REGULATORY
PERSONNEL
6. ALL DISTURBED AREAS TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND
DISTURBING ACTIVITIES AND UNTO. PERMANENT STABIUTATION IS ESTABLISHED.
7. DURING DEWATERING ACTIVITIES. WATER SHALL BE PUMPED INTO AN APPROVED FLTERING DEVICE OR
DIRECTED TO EXISTING EROSION CONTROL MEASURE
S. SEDIMENT SWILL BE REMOVED FROM BEHIND SILT FENCING WHEN IT BECOMES 0.5FEET DEEPATTHE FENCE.
FENCE SHALL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN THE INTEGRITY OF THE SILT BARRIER
9. A GROUNDCOVER (TEMPORARY OR PERMANBM SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 21 DAYS OF
ANY PHASE OF GRADING AND WITHIN 15 DAYS FOLLOWING COMPLETION OF UPLAND CONSTRUCTION.
DISTURBED AREAS SHALL BE FERTILIZED, SEEDED AND MULCHED AS NECESSARY TO ESTABUSH AND MAINTAIN
A DE SEVEGETATION COVER
EROSION CONTROL MEASURES MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND EFFECTIVE
OPERATIONS FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT OR AT LEAST ONCE PER WEEK.
REPAIRS REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND FUNCTIONS INDICATED ON
THE PLANS.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT BECOMES 0.5 FEET DEEPAT
THE FENCE. THE FENCE SHALL BE REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN A BARRIER
4. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE
CONTRACT DOCUMENTS TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER
SEEDING SCHEDULE
SEED BED PREPARATION
LIME 2TONSNAC.
10.10.20 1.000 LSSIAC
0.2D-0 500 LBSIAC "TER SEWING)
ASPHALT TACK 200 GALJTON OF MULCH
SEEDING MIXTURE
(FEBRUARYI APRIL30
TALL FESCUE 50 LBSJAC PENSACOLA
BAHIAGRASS — 10 LBSJAC KOREAN OR KOBE
LESPEDEZA (SCARIFIED) — 50 LBSJAC
(MAY I AUGUST 31)
TALL FESCUE 5OL83JACWEEPING
LOVEGRASS — 5 LBSJAC KOREAN OR KOBE
LESPEDEZA(SCARIFIED) — 50LBSJACBROWNTOP
MILLET 25LBSJAC
(SEPTEMBERI-JANUARY31)
TALL FESCUE 60 LBSJAC KOREAN OR KOBE
LESPEDEZA(UNSCARtFIED)—60LBSJAC
RYE (GRAIN) 25LBSJACFOR SLOPES Z1OR
STEEPER ADD 30 LBSJAC SERICEA LESPEDEZAAND 15 LBS.
WEEPING LOVEGRASS.
LANDSCAPING MIXTURE
(JANUARY 1- MARCH 31)
COMMON BERMUDAGRASS (UNHULLED}-20LBS. LBSJAC
(APRIL 1-JULY 31)
COMMON BERMUDAGRASS (HULLED)-12 LBSJAC
HYBRID BERMUDAGRASS SPRINGS MAY BE USED.
CONSTRUCTION SCHEDULE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS
2. SCHEDULE PRE -CONSTRUCTION CONFERENCE WITH REGULATORY PERSONNEL
ONE WEEK BEFORE BEGINNING GRADING OR GROUND DISTURBING ACTIVITIES
AT THE SITE.
3. INSTALL SILT FENCING IN AREAS INDICATED FOR PRELONSTRUCTION
INSTALLATION.
4. BEGIN DEMOI.ITIONAND REMOVAL OFBUILDINGS AND PAVEMENTS.
5. AFTER SITE IS STABIUZED AND THE INDICATED STANDS OF GRASS ARE
APPROVED. REMOVE ALL REMAINING TEMPORARY MEASURES AND
INSTALL PERMANENT VEGETATION ON DISTURBED AREAS.
6. ESTIMATEDTIME BETWEEN BEGINNING WORK AND FWAL
STABILIZATION -2 MONTHS.
NO. REVISION BY DATE a A_ R A / C 0WNE PROJECT: DRAWNGMLE
Coostol Science &cience Engineering TOWN T Front Street Relocation NOTES
P0�lea
215 POLLOCK STREET
R -M4M BEAUFORT, NC 28516 Beaufort, North Carolina
Fa 252,222-0A67
raj TVA 4
ED
FEB X 7 Z009
Morehead City ®CM
SGLE
SHMA
Nii$
DATE
01115109
L
ORAvaI BY:
RSH
By.
:
JWF
PROJECT!
2255
CF:01

;e
1
1
1
1
t
1
1
,
1
1
1
1
1
1
1
1
1
1
t
1
1
1
1
,
1
i
1
1
1
1
I
1
1
1
I
I
I
I
I
I
i
1
I
I
I
t
1
1
I
1
1
1
t
I
I
t
I
1
1
I
1
1
1
1
I
t
1
1
1
1
1
1
t
1
1
COLIAPSEq
` DOCK __ WOODEN
I
n
305MI N W&
D - D041DD.271
• zDttmsrn
mm PIPE
Orb 'ate
_ OLUMBIA_ ': OREHEAD I� esC
OWNER PROJECT., DRAWING TITLE
Coastal Science U Engineering TOWN OF BEAUFORT Front Street Relocation EXISTING CONDITIONS
POBWIM3 215 POLLOCK STREET
MmtmWM N°MC&MI" M7 BEAUFORT NC 28516 Beaufort, North Carolina
om 2sR72 Ph4M
Fax 212,?I4W
FEB 17 2009
Morehead City DCM
NOTES:
BASED ON SURVEY BY POWELL
SURVEYING COMPANY PA DATED
AUGUST 7, 2008
ALL ELEVATIONS N.G V.D.1988
\0 e>�10000
suaE
�rrt
ASSHCMM
DATE
01115A79
03
mm6r: RSH
APPRq'H1BY:
JWF
PRDIECTR
2255
OR 08

>t I
13
ti
F.H.
tOi3r
i
EX EDPHww
A
11
L
I
I
I
SAW CUT PAVEMENT
AT SFA 1100.00
I
1
Io
Its
I
I
s
It
31
IAg1L/GE uFISr
'
1 -
"loop. 1
I SILT FENCE AROUND
ST
I AREAS UNTIL SURFACE ISIt
�
I
1
1
I 1
NHW
•
t1 ,
11
N1r'3B5BE
1
3IS.81T
1
\
It UMIT90FDISTURB4CE
1 37�UFFER
101
1
��
j
30�E,IEIT 1 REMOVED
'01 412-522
1
\ 1
TBAE
i
S1r41'
1 I
PIPE L
a D BEF
TKONIND
START! OF
> 10.
s 1wtn1 Yctct
11 i
a a� s a a a
W
IMIMr
iALAGE
TIM
BFNIFOULAHMVILIAGE
I IIJ.tFDPm
l"mr10
ra too P.112
HARRIS *CT OUTSIDE OF RO.W. TO
BE DEEDED TO TOWN OF BEAUFORT
1
iy
CHAIN LINK FENCE TO BE REMOVED
M /TJ1'IYC
MG
D d 121,PMPm
1al
08EREINOVE� — r618'TREES—
TO BE REMOVED
,awnnrwa
DA m
.—•—.��—.
to.W.
Ir TREE TO BE REMOVED
'-
I r
1141 $
NF
TLYARD TRACT E OF RO.W. TO
IMSENFW
swraSr
BE DEEDED TO TOWN OF BEAUFORT
PMtt
W& nl
1�ERAL I LK T I BE REMOVED
IMETERTDBE
REMOVED
00
FEB 17 2009
Mead C
EX
EXISTING
CONC. .
. . CONCRETE
TYP.
TYPICAL
AEC
AREA OF
ENVIRONMENTAL
CONCERN
DS
DEED BOOK
PG
PAGE
NHW
NORMALHIGHWATER
ROW
RIGHT-OF-WAY
NIF
NOW OR FORMERLY
EIR
EXISTING IRON ROD
EIP
EXISTING IRON PIPE
......... 10............
EX CONTOUR RELATIVE
TO NAVD 88
PROPOSED SILT FENCE
LIMITS OF DISTURBANCE
— V —
WATERLINE
—SS —
SANITARY SEWER
®
STRUCTURE TO BE
REMOVED
PAVEMENT TO BE
REMOVED
NOTE:
1.
CONTRACTOR SHALL FIND EXISTING SEPTIC
TANKS AND LEACH FIELD PIPING IN THE
RIGHT-OF-WAY ON HARRIS AND TLYARD TRACTS
AND REMOVE AND DISPOSE OF IN ACCORDANCE
WITH LOCALAND STATE REGULATIONS.
2.
TREE REMOVAL INCLUDES CLEARING AND
GRUBBING.
3.
UNDERGROUND UTILITIES SHOWN FOR
INFORMATION ONLY. CONTRACTOR
RESPONSIBLE FOR LOCATION OF ALL UTILITIES
BEFORE CONSTRUCTION.
NOTE:
THIS PLAN BASED ON BOUNDARY SURVEY
PERFORMED BY POWELL SURVEYING, TITLED
'rOPOGRAPH IC SURVEY AND PROPOSED LAND
TRADE AGREEMENP, DATED DEC.11, 2008
30 0 30 60
ty ®c
s,,,
SIETR
NO.
REVISION
BY
DATE
— -_ _ A �E
OWNER
PROJECT'
DRAIWNGTIILE•
1'_0,
DATE
Coastal Science & Engineering
TOWN OF BEAUFORT
Front Street Relocation
DEMOLITION & REMOVAL
� Z
SEAL
01N510''
04rJ3
�:
FISH
y Noll C"m28557
BEAUFORT, NC 28516
Beaufort, North Carolina
PLAN
T
AFPRCMW W. JWF
Fat 252-2224M
PROECT I.
235
OF.

ttslealm I F�
eattz�.titx
I o Fx
,- Saw
I—o aar
EX EDP I I I
1. ALL DISTURBED AREAS ' 1 7 2���
SHALL BE STABILIZED BY FEB
SEEDING & MULCHING I
�jOrBilead.City ®CM
t 220 I 1\
NEW PA
E� I I SECTI INSAT c4 I t
ST .00 1 w ( 1?
ATHREE
t I
ttWFdR{AIOgYlVG4 I YL 100 pm
1 t- ttFAfORf Ul000MIN1E I F1mr.0
1 50.0 1 w0 �1 tutaOF.ta
ra race._, '
1 T 1 O
I
F.E.S. WITHINET/
.ILLIQ,,8�4AIL—_�fILun. I J
F.ES WITHOt C,14.4 -------- .,�t0o.—
PROTE PROTECTION r
It J112—Y
ry _
1 , \ g cL7s; �r •: j g ''l. Camp= ': I a �
E: a17 N:35B2 .a d8
�
11 EXDOCK ' .�'' .1 \�\ .S � \! J. i�••.--."......• N N't %T41'
�/
1 1 _ _ _-60.0
1 WITH IN RCITE 1 \I••. \ ... t69.M'.....
� 0 TRANSITION +
30 BU ER � ? yt MCI`
I, � ••'•. f.`•.':``•.`•.. ' I I \ C_.9 /� .3�.4i._.-_ ,...-.• nrim _ TUS i I •Y I 1
NHW R30.a
1 LIMITS DI :\\"•..'•.�� �JIM
1 �'• . 75AE� I I CLSWALE I ................................
I rr I
wATr;RAND _J ' `! • -. .... +►. "�ti-isi+.l� ....._. ._. _.•:,.1
ttltme mc1F3e ...........
SEWEILINES
w h 30 30 60
1 1 ` I ; a;• I Im1w FN1ttn1t06t'r'w0OF e�FnFam I
1 1 •/ s
It
PLAN
SCALE: lw
20. - D
STA 1100.W X .6•�
START CONSTRUMON 47
15. ...............................i....................... E........................... :, .........................rI.........................:............................... �............................. ............................... ......................... ................ TOP PA .......................... .......................... �i 4....................................................
5.0
i
g
• i F=
w
s s
_ m § d
TIE INTO EX ROAD of o s
.............................i............................................................ - ....................... ...................................................i................................` .......................... ............... .... ......_.................. ..........................
10. ..........................................................................a................................n................................i... ...i... ...i... ...e... 0.0
STA.? 2W248 EX GROUND W
E4.9.51 i
5 i
:................................ :............... ................. ................................. :................................ ...............................:................................ :................................ :................................ :....................... ......... :................................ :............................... 0
c'i
ci: ni S : oe
0. 0
1 00 D 1+ 21, 3 4+ 5k 5i 6: 7
STATION
PROFILE
SCALE H:1W
W 1"-3'
NO. REVISION BY DATE -COLUMBIA194MOREHEAD OWNER' PRO�CT.• DRAWING TITLE
Coastal Science G Engineering TOWN OF BEAUFORT Front Street Relocation PLANIPROFILE��
Pomxteu 215 POLLOCK STREET - u�x+ je
��� BEAUFORT, NC 28516 Beaufort, North Carolina �`Aatrk�
Fa M-12 tW
r
scuF:
sr�ra
AS SHOWN
DATE
01/15J09
05
wNar: FISH
.NVF
vta�cr r.
2255
aF:ae

aoAo t
' SAVED
60.7 RO.W. I t
6.7 SHOULDER 10...............................................................................................................................................................................................5............................................... I 0.0 rc 1 2009
6.7 6.7 F6.7DITCH _ EX GROUND ___-- - ------ --- - — C GB
227PAVEMENi �� DROP INLET
21 4:1 Y•IFT. tY9FL 19FT. 6. / /LI II GRASSED ..
WALE
. ......L.. ...... City DCM
4119F. 21 Nor4bead
7p............................................................................................... ............... ...;............................................... .0
22' STREET SECTION . IN/. EL j....................................................................
SCALE: UB•-1' F.E.S.
INV. OUT EL 1.7
STORMWATER OUTLET - PROFILE
SCALE: H:1•-17
60.7 RO.W.
SHOULDER
6.7 61 6.7 6.7 DITCH
26.7 PAVEMENT
1.1FT. yIFT. Y•IFT. tYFT.
L2::1 41 21
t
26' STREET SECTION
SCALE IV-1'
1.5• SFRSA
I / i-- PRIME COAT I
SUBGRADE
SCARIFY AND COMPACT 6•
BELOW SUBBASE ABC
TYPICAL STREET SECTION
SCALE 3w-1'
EX ASPHALT SAW CUT EX. PAVEMENT.
APPLY TACK COAT BEFORE
CONSTRUCTING NEW ROAD. 1.5SF9.5A
5.0•ABC
EX ABC
W W
EDGE OF MARSH W W
CLASS AORCLASS 8 W W V
EROSION CONTROL STONE
W W W
A A
4 W W
W W 6
4.5' .5'
18• --- - y y
W W W
W W
y y
W W
W Nr
OUTLET PROTECTION - PLAN
SCALE: NTS
NOTE
APRON TO BE PLACED LEVEL
WITH THE TOP SURFACE OF
RIPRAP AT SAME LEVEL AS
SURROUNDING LAND SURFACE
• NO OVERFALL SHOULD EXIST.
OUTLET PROTECTION - SECTION A -A
SCALE NTS
DPo6VE SIFFOBTS 1C Iwo CRmw ATTACH M'9E FENCETO NBBTHEN
AID DOCAVATEA rW TRENCH ATTACH FILTER FABRCTOWRE
ON UPHILL WE OF POW LINE. FENCE AND DaEw BOTTOM OF
PO MOOD POSTS MAYBE U6®. BOTH C NTOTmm
STFHFOBTB
MIEFEHCEIDGWNP
FLIER FABRIC
, BOTTOM CF WRE FENCE
AND FILTER FABRIC "ED
SECTION
NOTES
1. SEEEROSICHCONTROLGENEIMNOTEB.
2 FILTER FABRIC BOTTOM NINL BE KACED C N TRENCH
AID SEdAED BY EITHER WASIEO STONE IXTEtDNGA
MN&=OFTABWEGROUND LM CNTALKED WL
BAMLL MATERIALTO GROM LM OR HIG E .
TEMPORARY SILT FENCE
NOT TO SCAM
NO. REVISION BY DATE Fw OWNER: PROJECT.' DRAWING TITLE:
OIUHBIA?r ? OREHEAD IN— �V
Coostol Science b Engineering 9 9 TOWN OF BEAUFORT Front Street Relocation DETAILS
215 POLLOCK STREET
Po Bat 1BI3
MmW �h C=1m2 MT BEAUFORT, NC 28516 Beaufort, North Carolina
Fa 29-7 -MU
40 0..-
€T=
BAWLLTRBNOT(SEENOTE)
TO ANCHOR FENCE BOTTOM BO
"OFF 6 FORCED TMt0 M
NCTUiDERMICE
sC c•
SHEETk
AS SHOWN
DATE
0111510s
O /�
v
DRAWN Br. RSH
APFRW®BY:
JWF
PROECTk
2255
OF:DS

H
r WEEP HOLES
Y 0.0
10,WOWEL- _.--
PLAN ANCHORS B•LG.(4•.4• PLAN
WITH GRATE& ANCHORS PIGGYBACK "e) SHOWING POSITION
FRAME REMOVED OF BOLTS
STD. 840.18
FRAME & GRATE
48.0 —
4.0
3.0 �— 3.0 3.0
6.0 A 8.0
0.0
1 /^\
8.0
r 3.0
0.03 I I t
SEE NOTE DOWEL
. SECTION X-X
GENERAL NOTES:177
c
0 1.
2.
CIASS'B• CONCRETE TO BE USED TFiR0l1GFKXlT""
OPTIONAL CONSTRUCTION MONOLITHIC POUR,
t' 7" �kk
a
KEYWAY, OR 14 BAR DOWELS AT I CENTER, AS
GGG!!! f
DIRECTED BY ENGINEER
3.
TWO r PIPE WEEP HOLES TO BE RACED AS DIRECTED
4.
BYTHE ENGINEER
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF
FEB 1 7 2009
THE BOTTOM SLAB.
S.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB
OF BOX ADD TO BASE AS SHOWN ON STANDARD
84000
City DC I�
&
A STONE DRAM CONSISTING OF 1 CUBIC FOOT OF N0,
Morehead
78M STONE CONTAINED IN A BAG OF POROUS FABRIC
SHALL BE PLACED AT EACH WEEP HOLE
T.
ALL DROP INLETS OVER T-r IN DEPTH TO BE
PROVIDED WITH STEPS 1'-r ON CENTERS. STEPS
SHALL BE IN ACCORDANCE WITH STD. 84O.6&
DIMENSIONS AND
OUANTITIES FOR DROP INLET
.
DiMENSIONSOFSOX&PIPE
CUBIC YARDS
wTOTAL
ANT
DEDUCTIONS FOR
3?rDIAXrLG.WELDED
PIPE
SPSAN
WIDTH
HEIGHT
IN BOX
"ox.—
ONE PIPE
PIGGYBACK STUD ANCHORS
D
A
B
H
FLOOR&
WALL/
CU.YDS.
C.M.
R.C.
1.0
COPING
FT. HMIN.
H
12'
3'-0"
2'-0'
2'$
0.262
0.2222
0.2'
0.855
0.015
0.024
15"
3'-0"
2'-0"
S-(r
0.262
0.222
0.929
0.023
0.036
18"
3-(r
2'-0"
a-5"
0.262
0.222
1.021
0.033
0.049
1
24"
3'-0"
2'-0"
W-(r
0.262
0.222
1.151
0.059
0.085
120
#4 BAR
30'
3'-0"
2'4'
4'$"
0.262
0.222
1 1.207 1
0.092
0.127
1 — 6.0
I
DOWEL
SECTION Y-Y
STANDARD CONCRETE DROP INLET
12" THRU 24" PIPE
19 GAUGE HARDWARE CLOTH
} 04. MESH OPENWGS
___4r
'~ 4' MAX
NCD0T#5OR057
WASHED STONE T {,
r MIN.
1
1r
r MIN
PLAN PROFILE
DROP INLET PROTECTION
SCAM, NTS
DIMENSIONS FOR CHANNELS
CHANNELS
NO 1 SIZE 1LENGTHITOTALLF.
2 3" X4.1# 4'-V 1 8'-0"
2 3'X4.1# 7$" 1 5'-0'
PLAN
PROFILE
PIPE INLET PROTECTION
SCALE: NTS
sum
srTr.
ASSHOWN
DATE
01/15109
07
DavmOr.
FISH
AMOM Dr.
JWF
vaoecr�
2P55
DF.D1

ca..
t �
O
ii
�i
41
CD
�
coci
m
k
VIA,
M2%m
OnAlmyt wnpas OgHranrw•mom
Q C
a a y.. k...W._..... �:.. a ..........
Q �..
p'.....".... J. "....
.p.
6»iranvW •mom 6»iranvNl •m.�
OwimMum—a OWrMtlN) WR.M3
m
O��IOAtlW Yq{M•p
S
.... ... R
Onvoow•mom
O.Arwvril um-u O"AlOWM) •m•M13 6«d ranvW •m.�w3
6�ranvWm� O�ranndom� I O�randWaw3
... ... ... S ... ... ... ... S ...�... 4 S
... ... ... R ....:.... ....:.... R ....:......... ...
............... ....:.... ....:.... ........ .......... R
�.. ... ......... ... ... ...
aa ... ......... f.... ...
... ........
:::...:::...::: ::: ... ...........
O�IaAVWWR�4i `" I61tlN)A�mW3 D�IWYW�Auq
O�raAvw wwa3 (weranrHl wn� 6�ranvW •mom
s 4 4 o s
... ... ... R ... .. ... R .... ... ... ... $
...'•'...'•'... R ....:I. ..... :.......
... to ... •'.. ....:.... g
g
... �.....:....
N
... 1 ... ........ N .......'�
•....R.:.... ... R
.... :� ... �.
... .... ... _ ... ...
J
R n o 4 4 n 44 R� 4 4 n o
6�rav'il wawa 6�ranrW •m•� 6»eravrU wawa
8F
09
..L
0
N
CO)
ce
U
LU
OWccoo
IaL�N
LL7 XZ
mU�
O U- 0 ig
o o
Zap
m Q
O N m
0

Front Street Relocation
=eaufort, North
Carteret
Title
County
Cover Sheet
Notes
Existing Conditions
Demolition & Removal Plan
Plan/Profile
Details
Details
Cross Sections
Prepared By:
=COLUMBIA= MOREHEAD CITY-
Carol
ina
Drawina Number
Coastol Science & Engineering
PO BOX 1643
MOREHEAD CITY NORTH CAROLINA 28557
PHONE [phone] FAx [phone]
01 of 8
02 of 8
03of8
04 of 8
05 of 8
06 of 8
07 of 8
08 of 8
70
Ill
Td wn a e a raf r
a
Project Location Map
Prepared For:
Town of Beaufort
215 Pollock Street
Beaufort, North Carolina 28516
Cl�
ICT
oct SEAL r o _
O _
0 10733 s
°°soe \�
V°
11 1111110
January 15, 2009
REV. January 29, 2009
REV. February 20, 2009
REV. March 05, 2009

GENERAL NOTES:
1. THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT CONSISTS OF DRAWINGS, SHEET 01 THROUGH 07,
SPECIFICATIONS, TITLED SPECIFICATIONS MANUAL, FRONT STREET RELOCATION, BEAUFORT, NORTH CAROLINA,
DATED JANUARY 15, 2009, AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES, JANUARY 2002 EDITION, INCORPORATED INTO THESE
CONTRUCTION DOCUMENTS BY REFERENCE..
EROSION CONTROL NOTES:
1. CONTACT THE NCDENR, LAND QUALITY SECTION (910-796-7215) ONE WEEK PRIOR TO LAND DISTURBING ACTIVITY,
AND ONE WEEK PRIOR TO FINAL INSPECTION.
2. A COPY OF THE APPROVED SEDIMENT AND EROSION CONTROL PLAN SHALL BE MAINTAINED AT THE SITE.
3. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN THOSE INDICATED ON THE PLANS,
BUT NOT LIMITED TO OFFSITE BORROW AND DISPOSAL AREAS, CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY
EROSION CONTROL PLAN TO THE ENGINEER FOR REVIEW AND APPROVAL BY THE LAND QUALITY SECTION.
4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED FOR DAMAGE AND EFFECTIVE OPERATIONS
FOLLOWING EVERY RAINFALL EVENT OR LEAST ONCE PER WEEK. REPAIRS SHALL BE COMPLETED IMMEDIATELY
TO DIMENSION AND FUNCTIONS INDICATED ON THE PLANS.
5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
NECESSARY TO MAINTAIN EROSION AND CONTROL AS DETERMINED BY THE OWNER, ENGINEER OR REGULATORY
PERSONNEL
6. ALL DISTURBED AREAS TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND
DISTURBING ACTIVITIES AND UNTIL PERMANENT STABILIZATION IS ESTABLISHED.
7. DURING DEWATERING ACTIVITIES, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE OR
DIRECTED TO EXISTING EROSION CONTROL MEASURE.
8. 3EDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE.
FENCE SHALL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN THE INTEGRITY OF THE SILT BARRIER.
9. A GROUNDCOVER (TEMPORARY OR PERMANENT) SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 21 DAYS OF
ANY PHASE OF GRADING AND WITHIN 15 DAYS FOLLOWING COMPLETION OF UPLAND CONSTRUCTION.
DISTURBED AREAS SHALL BE FERTILIZED, SEEDED AND MULCHED AS NECESSARY TO ESTABLISH AND MAINTAIN
A DENSE VEGETATION COVER.
EROSION CONTROL MEASURES MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND EFFECTIVE
OPERATIONS FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT OR AT LEAST ONCE PER WEEK.
REPAIRS REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND FUNCTIONS INDICATED ON
THE PLANS.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT BECOMES 0.5 FEET DEEP AT
THE FENCE. THE FENCE SHALL BE REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE
CONTRACT DOCUMENTS TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER.
NO. REVISION BY DATE
COLUMBIA-®-MOREHEAD CITY- r�E
Coastal Science & Engineering
PO Box 1643
Morehead City North Carolina 28557
Phone [phone]
Fax [phone]
OWNER:
TOWN OF BEAUFORT
215 POLLOCK STREET
BEAUFORT, NC 28516
SEEDING SCHEDULE
SEED BED PREPARATION
LIME ----------------------------- 2 TONS/AC.
10-10-20-------------------------1,000 LBS./AC
0-20-0----------------------------- 500 LBS./AC (AFTER SEEDING)
ASPHALT TACK -------------------- 200 GAL./TON OF MULCH
SEEDING MIXTURE
(FEBRUARY 1 -APRIL 30)
TALL FESCUE ---------------------- 50 LBS./AC PENSACOLA
BAHIAGRASS--------- 10 LBS./AC KOREAN OR KOBE
LESPEDEZA (SCARIFIED) --- 50 LBS./AC
(MAY 1 -AUGUST 31)
TALL FESCUE --------------------- 50 LBS./AC WEEPING
LOVEGRASS------------ 5 LBS./AC KOREAN OR KOBE
LESPEDEZA(SCARIFIED) ---- 50 LBS./AC BROWNTOP
MILLET --------------- 25 LBS./AC
(SEPTEMBER 1 - JANUARY 31)
TALL FESCUE ---------------------- 60 LBS./AC KOREAN OR KOBE
LESPEDEZA (UNSCARIFIED) --- 60 LBS./AC
RYE (GRAIN) ---------------------- 25 LBSJAC FOR SLOPES 2:1 OR
STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA AND 15 LBS.
WEEPING LOVEGRASS.
LANDSCAPING MIXTURE
(JANUARY 1 - MARCH 31)
COMMON BERMUDAGRASS (UNHULLED)----- 20LBS. LBS./AC
(APRIL 1 - JULY 31)
COMMON BERMUDAGRASS (HULLED) -------- 12 LBS./AC
HYBRID BERMUDAGRASS SPRINGS MAY BE USED.
CONSTRUCTION SCHEDULE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS
2. SCHEDULE PRE -CONSTRUCTION CONFERENCE WITH REGULATORY PERSONNEL
ONE WEEK BEFORE BEGINNING GRADING OR GROUND DISTURBING ACTIVITIES
AT THE SITE.
3. INSTALL SILT FENCING IN AREAS INDICATED FOR PRE -CONSTRUCTION
INSTALLATION.
4. BEGIN DEMOLITION AND REMOVAL OF BUILDINGS AND PAVEMENTS.
5. AFTER SITE IS STABILIZED AND THE INDICATED STANDS OF GRASS ARE
APPROVED, REMOVE ALL REMAINING TEMPORARY MEASURES AND
INSTALL PERMANENT VEGETATION ON DISTURBED AREAS.
6. ESTIMATED TIME BETWEEN BEGINNING WORK AND FINAL
STABILIZATION - 2 MONTHS.
PROJECT.'
Front Street Relocation
Beaufort, North Carolina
DRAWING TITLE:
NOTES
zz
_ SEAL ;
10733
s ►NS
SCALE:
SHEET #:
NTS
DATE:
01/15/09
DRAWN BY:
RSH
O 2
11
APPROVED BY:
JWF
PROJECT M
2255
OF:08

I
F.H.
I I 10.37'
I ! I
I f I N
EX. EOP , I
vi
v�
i 3 = i o0 S.S.M.H.
I I TOP=9.59'
IN INV.=4.37'
I i I
(n CIE
Io
!tea'I o IX N/F N/F P' I
& w N/F BEAUFORT LANDING VILLAGE BEAUFORT LANDING VILLAGE
! w ! N W I BEAUFORT LANDING VILLAGE ' PHASE TWO PHASE THREE I
I ' N PHASE ONE M.B. 10Q P.112 M.B. 10Q P.270 f
M.B. 10Q P.102
0 COASTAL WETLANDS I I m
I ,
_ I
1 — 0 E.I.P. E.I.R.--
„ �
N 196 01 2 E
! — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — —
.
I
I
I
I
I S d
I — ,j 01 ! I �LO
NEW_R.--- — ._ _ —.—.—' f .—.—.—.—...— — —--•—•—•—•—•—.—• I
l o I i Io ; s N��
m
t ° ! EDGE OF GRAVEL �� I FAITH C. HARRIS
I Ii o _Alu\ _ D.B. 724, P.233 E.I.R.
N 17'41'46"E
0 EX. DOCK I _ — I ' . I \ 188.99' .
SS \SS
SS \
i I GRA \ f N/F w
i 6 I � d ,� PARKI o \\ ' JOHN H. T'• o `RD + �a
HWM o I _ o _ _ .—.—.—. —.—.— '�' J—.—.—.—.— — — -- o
L . _ . — .I_ . —ARE-A — — �— ,�r� —D.Ern p'I 58-
f i NEW R.O.W. I z
�- r I i N
182.08'
10 _ _ . — . _ . — . _ . — .
i — _ I I I ATER METER \ E. S 17'41'59W E.LP. .
10 PICNIC AREA
I I � a
%ti„ RESTROOMS
?I 77 'i I r
_ _ .
N/F
BOAT. RAMP DOCK
TOWN OF BEAUFORT
Im
I' 71 I PIN15:731505175963000
1 i
BOAT RAMP �
t
I I W
BOAT RAMP DOC
- r ,
•
f I GRAVEL
I I I I PARKING TENNIS
I 00
BOAT RAMP I AREA BASKETBALL m c
EX. FRONT STREET COURTS I t c
COURT -
BOAT
J
d
RAMo. Doc ! EX. 15" STORM DRAIN
2� COASTAL WETLANDS — "'
1
,
it
i_—
• 1
i
ij
1
i
i
S
O
z
z
w
J
I
� I
O
s
4
4
l
l
�S
LL
— — .%i1. — — �- 'WM
-----------
E.O,P.ri
Slu
LL_
EX. R.O.W,- — (P P.
s�L (TYPICAL) N/F FRONT STREET VILLAGE
�EDGEWATER PROPERTIES EX. PROP N.S.P.C'S CORNER
�LLLL NORTHING = 357,753.029 PIN 7315.05270870 i
_ EASTING = 2,711,731.785
(NAD '83)
I
;t tOLLAPSEDI WOODEN D
CK
n I
CKE
NO.
REVISION
BY
DATE
1
REVISED TO SHOW EXISTING DOCK, PICNIC AREA AND UTILITY LOCATIONS
JWF
2-20-09
2
REVISED TO SHOW COASTAL WETLANDS
JWF
3-05-09
-COLUMBIA-®-MOREHEAD CITY- � rE
Coastal Science & Engineering
PO Box 1643
Morehead City North Carolina 28557
Phone [phone]
Fax [phone]
ri► ;
TOWN OF BEAUFORT
215 POLLOCK STREET
BEAUFORT, NC 28516
PROJECT. -
Front Street Relocation
Beaufort, North Carolina
i
I
I
I
I
C.L. INTERSECTION NAIL
I N.S.P.C'S
NORTHING = 358,169.271
EASTING = 2,711,836.776
(NAD '83)
I
I
I
I IORN PIPE
N.S.P.C'S
I NORTHING = 358,192.814
EASTING = 2,711,844.180
I(NAD '83)
I
I
I
I
I.
I
I
I
I
DRAWING TITLE.
EXISTING CONDITIONS
NOTES:
BASED ON SURVEY BY POWELL
SURVEYING COMPANY P.A. DATED
AUGUST 7, 2008
ALL ELEVATIONS N.G.V.D.1988
.4. . 0 4 0 0
SEAL :
`" = 10733
SCALE:
SHEET #:
1 "=30'
DATE:
01 /15/09
DRAWN BY:
RSH
0
APPROVED BY:
JWF
PROJECT*
2255
OF:08

I I
3 N
I N
F.H.
10.37'
f I
EX. EOP
N
I u
l 3 =
a 00
�0+50
I � N
22.0'
I
SILT FENCE AROUND CONSTRUCTION Imo
AREAS UNTIL SURFACE IS STABILIZED
I�
REPLACE WOODEN BOLLARDS '
3Q COASTAL WETLANDS AFTER CONSTRlLOT N I
I
HWM � .�•--. — -�'..
LIMITS OF DISTUR AN E
10 EX. DOCK
REMOVE ,ASPHALT PA EM NT
AND ABC BASE TO SU G DE I
L —
QPICNIC AREA I I
NO.
REVISION
BY
DATE
1
REVISED TO SHOW EXISTING DOCK, PICNIC AREA AND UTILITY LOCATIONS
JWF
2-20-09
2
REVISED TO SHOW EXISTING POWER POLE TO BE RELOCATED
JWF
2-20-09
3
REVISED TO SHOW COASTAL WETLANDS
JWF
3-05-09
S.S.M.H.
TOP=9.59'
INV.=4.37'
SAW CUT PAVEMENT
Al STA. 1+00.00
O I O
I N/F
BEAUFORT LANDING VILLAGE
N PHASE ONE
M.B. 10Q P.102 _
I
lo
a ..
o
clv
o
>00
>00
f � N
30" TREE TO BE
-`-VERIFY PIPE LOCATION AND —
f DEPTH BEFORE START OF
CONSTRUCTION
o
I
i
t
COLUMBIA-®-MOREHEAD CITY= � rE
Coastal Science & Engineering
PO Box 1643
Morehead City North Carolina 28557
Phone [phone]
Fax [phone]
N/F
BEAUFORT LANDING VILLAGE
PHASE TWO
M.B.10Q PA 12
E.I.P.
N/F P
BEAUFORT LANDING VILLAGE
PHASE THREE
M.B. 10Q P.270
HARRIS TRACT OUTSIDE OF R.O.W. TO
BE DEEDED TO TOWN OF BEAUFORT
CHAIN LINK FENCE TO BE REMOVED
E.I.R.
N 17'34'42"E
196.01' EXI
fW
N17041'38.56"E NEW R.O.W._
348.817 0o ad T •I 77/1 N/F
'nI o00 FAITH C. HARRIS I vi If
xZ D.B. 724, P.233 ! N
r I17 E.I.R.
o L0 + o+ N 1 T41'46"E W
"' 60.0' "' x x_ x - x x x x'n
188.99'
SS kLLj
SSSS UTILITY TAPS TO BE REMOVED 16",24" & 18"TREES o N/F TO BE REMOVED
JOHN H, TILYARD 1
4 22 a _ _ D.B. 1070, P.158 m
o N
e17*41' 6"w NEW R.O.W. i N
z 18" TREE TO BE REMOVED N
182.08' _
E.I. S 17441'59W E.I.P. ,
Q )ATER METER
N/F TILYARD TRACT OUTSIDE OF R.O.W. TO
;1 TOWN OF BEAUFORT BE DEEDED TO TOWN OF BEAUFORT
PIN 15: 731505175963000
RESTROOMS
OWNER:
TOWN OF BEAUFORT
215 POLLOCK STREET
BEAUFORT, NC 28516
PROJECT.
Front Street Relocation
Beaufort, North Carolina
0
w
0
to
0
M
ICn
Q
O
w
J
I J
0
z
Z
w
J
ETER TO BE REMOVED
0
TO BE RELOCATED.
TO COORDINATEQ
:SS ENERGY
BE REMOVED
NOTE:
THIS PLAN BASED ON BOUNDARY SURVEY
PERFORMED BY POWELL SURVEYING, TITLED
"TOPOGRAPHIC SURVEY AND PROPOSED LAND
TRADE AGREEMENT", DATED DEC.11, 2008
DRAWING TITLE:
DEMOLITION &REMOVAL
PLAN
LEGEND
EX.
EXISTING
CONC,
CONCRETE
TYR
TYPICAL
AEC
AREA OF
ENVIRONMENTAL
CONCERN
DB
DEED BOOK
PG
PAGE
HWM
HIGH WATER MARK
ROW
RIGHT-OF-WAY
N/F
NOW OR FORMERLY
EIR
EXISTING IRON ROD
EIP
EXISTING IRON PIPE
........ 10 .. . ......... EX. CONTOUR RELATIVE
TO NAVD 88
PROPOSED SILT FENCE
LIMITS OF DISTURBANCE
W WATERLINE
SS SANITARY SEWER
STRUCTURETO BE
•
REMOVED
PAVEMENT TO BE
REMOVED
NOTE:
1. CONTRACTOR SHALL FIND EXISTING SEPTIC
TANKS AND LEACH FIELD PIPING IN THE
RIGHT-OF-WAY ON HARRIS AND TILYARD TRACTS
AND REMOVE AND DISPOSE OF IN ACCORDANCE
WITH LOCAL AND STATE REGULATIONS.
2. TREE REMOVAL INCLUDES CLEARING AND
GRUBBING,
3. UNDERGROUND UTILITIES SHOWN FOR
INFORMATION ONLY. CONTRACTOR
RESPONSIBLE FOR LOCATION OF ALL UTILITIES
BEFORE CONSTRUCTION.
3LL
N�\A
SCALE:
SHEET #:
1 "=30'
DATE:
01 /15/09
DRAWN BY:
RSH
O 4
APPROVED BY:
JWF
PROJECT #:
2255
OF:08

Q
z
tz
z
O
F=
w
J
W
15.a
10.
N: 357903.70
E: 2711283.92
EX. EOP
I
I
N: 317881.2
E: 2714 381.3
I�
I�
I
22 COASTAL WETLANDS 18" RCP CULVERT I
�- - 22" OAK I
F.E.S. WITH OUTLET - _ -
PROTECTION - -
Uj
1 i
GRATE INLET
WITH INLET PROTECTION
EX. DOCK GRATE EL. 6.9'
HWM
LIMITS OF DISTURBANCE
0.83 ACRES
I
C�
Z �
O ai
~Q 11
co w
TIE INTO EX. ROAD
- .................. ...................... ............ .... .... ............. .. ... a
0.0-�
-1+00
F.H.
I_ 10.37'
NOTE:
I N 1. ALL DISTURBED AREAS
I CO s.s.M.H. SHALL BE STABILIZED BY
0+50 I TOP=9.59' SEEDING & MULCHING.
} INV.=4.37'
i
41
!3 V1. prj I
22.0' �1
= NEW PAVEMENT
8 SECTION BEGINS AT
8 I2E STA 1+00 00
N/F
I o or BEAUFORT LANDING VILLAGE P' ;
I NIF PHASE THREE I
Ii NIF BEAUFORT LANDING VILLAGE M.B. 100 P.270 I
I BEAUFORT LANDING VILLAGE PHASE TWO
PHASE ONE M.B. 10Q P.112 I
50 0� I M.B. 10Q P.102
i
a R: 50.0'
o` E.I.P. E.I.R.
' A: 85.26°
N 1 T34'42"E
F.E.S. WITH INLET -.-. -. -.-. -.-. -
00 L:74.4 196.01' I
C 1 0
n \ PROTECTION i
JNEW R.O.W. - - -t-�--- -'- -•-•- --�-•--•--•-•-•- - -
8.31 8.65 _ 9.00 I 9.35- NIF 9.63 30.0 C
` f FAITH C. HARRIS C
CL SWALE D.B. 724, P.233 `
s E.
c � �I
N �+' Nv1T41'46"E .n +
I 26.0' + 60.0' -
18899
50.0' '1 RANSITION E.!.P.
I
7.25 L 22.0' 7.96 8.31 8.65 N 9.00 9.3_:77.64 I
- - - - - TILWD -
I - o D.B. 1070, 11!4.p R30.��
L
11')
NEW R.O.W.--.-.-_.. N
EX. WATER AND
I SEWER LINES CL SWALE V'
182.08' -.
S 17'41'59"W E.I.P.
WATER METER i
W
NIF I
f TOWN OF BEAUFORT
i PIN15:731505175963000
RESTROOMS
STA. 1 +00.00
START CONSTRUCTION
�I
pN
fa- N
Cn U�
0 m
a w
PLAN
SCALE: 1 "=30'
L 200.0
IDA
STA. 2+02.48 EX. GROUND
EL. 9.51
co
0
M
F--
N
TOP OF PAVEMENT
OU -
0
O
CQO
C)M
Ui
0
O
ix
W
J
J
of
z
z
W
J
CO
CV
Go
N: 35824,
E: 271151
1.97
7.86
Q_
O +
w .n
Xp
w F-
O F
F- F-
z
w
F-
o
CV
J
LlJ
C
C) O � : 00 NY) � 00
cM M M Ch N N � CO 00 00 C0 CSC C:) •--• N CO 00 In N p l[) p
UC III to to to : In CM to 04 CO tt 00 O . O C;O O : O e- r-
Cq
Q> : CS> 0i C7) C3 : CA O C3i ai . CA O O : V_
NO.
REVISION
BY
DATE
1
REVISED GRATE INLET LOCATION
JWF
2-20-09
2
REVISED TO SHOW COASTAL WETLANDS
JWF
3-05-09
COLUMBIA-®-MOREHEAD CITY- QSE
Coastal Science & Engineering
PO Box 1643
Morehead City North Carolina 28557
Phone [phone]
Fax [phone]
PROFILE
SCALE: H: 1"=30'
V: 1 "=3'
OWNER:
TOWN OF BEAUFORT
215 POLLOCK STREET
BEAUFORT, NC 28516
STATION
PROJECT.-
Front Street Relocation
Beaufort, North Carolina
DRAWING TITLE:
PLAN/PROFILE
. . ......... #
SEAL _
_ `- = 10733 �
9
15.0
10.0
U
7
SCALE:
SHEET #:
1 "=30'
DATE:
01/15/09
DRAWN BY:
RSH
O
APPROVED BY:
JWF
PROJECT #:
2255
OF:08

6.0' 6.0'
- F 22.0' PAVEMENT -
1"/FT. Y4"/FT. Ya"IFT
2:1 4:1 -'
22' STREET SECTION
SCALE: 1 /8" =1'
60.0' R.O.W.
6.0' SHOULDER
r- 6.0' DITCH
4:1 12:1
ROAD
r
PROPOSED GROUND
10. _ 10.0
EX. GROUND _ _.__.. _ _
> DROP INLET _
Z GRATE EL. 6.90' GRASSED SWALE _ _ - -
_ --- - 0
tz
Z 6 70.5'r18"RGP�.a.B=lo_-��-- �- 1 Z
0 I I _ - - - - _ _ _ - - - F.E.S. INV. EL. 7.5 0
J - - 33.6 18" RCP @1.0%Uj _ _ W
1.-------------- _ 1.0
#1`9
. _
0 INV. EL. 1.35'
F.E.S.
INV. OUT EL. 1.0'
STORMWATER OUTLET - PROFILE
SCALE: H: 1"=10'
V: 1 "=5'
6.0' SHOULDER
EDGE OF MARSH
6.0' 6.0' 6.0' DITCHi- F-1- F-i-
26.0' PAVEMENT A- F-i
1"/FT. Y"/FT• Y"/FT• 1"/FT. CLASS A OR CLASS B
2:1 4:1 2:1 EROSION CONTROL STONE
3.5
5.
SUBGRAD
SCARIFY AND COMPACT I
BELOW SUBBASE AB
EX. ASPHALT
EX. ABC
26' STREET SECTION
SCALE: 1/8" = V
TYPICAL STREET SECTION
SCALE: 3/4" =1'
SAW CUT EX. PAVEMENT.
APPLY TACK COAT BEFORE
CONSTRUCTING NEW ROAD.
NO.
REVISION
BY
DATE
1
REVISED PIPE LENGTHS AND SLOPES
JWF
2-20-09
A
4.5'
1.5" SF9.5A
3.5" 119.0-B
5.0" ABC
-COLUMBIA-®=MOREHEAD CITY- r�E
Coastal Science & Engineering
PO Box 1643
Morehead City North Carolina 28557
Phone [phone]
Fax [phone]
A
6.5'
14/
\I/
�
Ali
OUTLET PROTECTION - PLAN
SCALE: NTS
NOTE:
APRON TO BE PLACED LEVEL
WITH THE TOP SURFACE OF
RIPRAP AT SAME LEVEL AS
SURROUNDING LAND SURFACE
- NO OVERFALL SHOULD EXIST.
1 IL 1 L-11. 1 1-%Wl1.IV
OUTLET PROTECTION - SECTION A -A
SCALE: NTS
OWNER:
TOWN OF BEAUFORT
215 POLLOCK STREET
BEAUFORT, NC 28516
PROJECT.•
Front Street Relocation
Beaufort, North Carolina
STEP 1 STEP 2
DRIVE STEEL POSTS 18" INTO GROUND ATTACH WIRE FENCE TO POSTS THEN
AND EXCAVATE A 6"4" TRENCH ATTACH FILTER FABRIC TO WIRE
ON UPHILL SIDE OF POST LINE. FENCE AND EXTEND BOTTOM OF
4"0 WOOD POSTS MAY BE USED. BOTH 6" INTO TRENCH.
�a U
--- STEEL POSTS
_
WIRE FENCE "HOG WIRE"
FILTER FABRIC
w
U
U-
M
I BOTTOM OF WIRE FENCE
1.9AD FILTER FABRIC BURIE
CI- 6! IN EXCAVA ED TRENCH.
U
L443lfi ri"k I
NOTES:
1. SEE EROSION CONTROL GENERAL NOTES.
2. FILTER FABRIC BOTTOM SHALL BE PLACED 6" IN TRENCH
AND SECURED BY EITHER WASHED STONE EXTENDING A
MINIMUM OF 6" ABOVE GROUND LEVEL OR TAMPED SOIL
BACKFILL MATERIAL TO GROUND LEVEL OR HIGHER.
TEMPORARY SILT FENCE
NOT TO SCALE
DRAWING TITLE.
DETAILS
1i"V;:a*. 't
STEP 3
BACKFILL TRENCH (SEE NOTE)
TO ANCHOR FENCE BOTTOM SO
RUNOFF IS FORCED THROUGH
NOT UNDER FENCE.
'so
rru.y*.
• � SEA •
aL e =
C-
1 10733 _
.vk4UV�
J
SCALE:
SHEET #:
AS SHOWN
DATE:
01 /15/09
DRAWN BY:
RSH
O
APPROVED BY:
JWF
PROJECT #:
2255
OF:08

6.0
SEE NOTE
PLAN
WITH GRATE &
FRAME REMOVED
SECTION X-X
^r%ATr' 11,11 r'T
2" WEEP HOLES
21.0 21.0
3.0
6.0
6.0
:1-
10-3/8" 0 WELDED STUD -
ANCHORS 8" LG. (4" + 4"
ANCHORS PIGGYBACK = 8")
STD. 840.16
FRAME & GRATE
DOWEL
NCDOT #5 OR
WASHED STOI
I
I
I
/ I
PLAN
SHOWING POSITION
OF BOLTS
GENERAL NOTES:
3.0 1.
CLASS "B" CONCRETE TO BE USED THROUGHOUT
2.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2"
KEYWAY, OR #4 BAR DOWELS AT 12" CENTER, AS
DIRECTED BY ENGINEER.
3.
TWO 2" PIPE WEEP HOLES TO BE PLACED AS DIRECTED
BY THE ENGINEER.
4.
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF
— — —
THE BOTTOM SLAB.
5.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB
OF BOX, ADD TO BASE AS SHOWN ON STANDARD
840.00
6.
A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF NO.
78M STONE CONTAINED IN A BAG OF POROUS FABRIC
SHALL BE PLACED AT EACH WEEP HOLE.
7.
ALL DROP INLETS OVER T-6" IN DEPTH TO BE
PROVIDED WITH STEPS 1'-2" ON CENTERS. STEPS
SHALL BE IN ACCORDANCE WITH STD. 840.66.
3/8" DIA. X 8" LG. WELDED
36.0 PIGGYBACK STUD ANCHORS
3.0 I-�— —�-I 3.0 4.0
•1
I
3.0
0
I
SECTION Y-Y
6.0
H
STANDARD CONCRETE DROP INLET
12" THRU 24" PIPE
PLAN PROFILE
NO. REVISION BY DATE
DROP INLET PROTECTION
SCALE: NTS
COLUMBIA-®-MOREHEAD CITY- � rE
Coastal Science & Engineering
PO Box 1643
Morehead City North Carolina 28557
Phone [phone]
Fax [phone]
A A /'% A 11nC lJ A AWARE CLOTH
ZINGS
OWNER:
TOWN OF BEAUFORT
215 POLLOCK STREET
BEAUFORT, NC 28516
#4 BAR
12.0
6.0
DOWEL
CL ALE
—FLOW
PROJECT.
DIMENSIONS AND QUANTITIES FOR DROP INLET
DIMENSIONS
OF BOX& PIPE
CUBIC YARDS
IN BOX
TOTAL
QUANTITIES
BOX &COVER
DEDUCTIONS FOR
ONE PIPE
PIPE
SPSAN
WIDTH
HEIGHT
D
A
B
H
FLOOR &
COPING
WALL /
FT. H
CU. YDS.
MIN. H
C.M.
R.C.
1211
3'-011
2'-011
2'-8"
0.262
0.222
0.855
0.015
0.024
1511
3'-0"
2'-011
X-0"
0.262
0.222
0.929
0.023
0.036
1811
3'-011
2'-011
3'-5"
0.262
0.222
1.021
0.033
0.049
24"
3'-0"
2'-0"
4'-0"
0.262
0.222
1.151
0.059
0.085
3011
3'-011
2'-011
4'-311
0.262
0.222
1.207
0.092
0.127
DIMENSIONS FOR CHANNELS
CHANNELS
NO
SIZE
LENGTH
TOTAL L.F.
2
3" X 4.1 #
4'-0"
8'-0"
2
3" X 4.1 #
2'-6"
5'-0"
TOP OF SWALE
PLAN
Front Street Relocation
Beaufort, North Carolina
T/1rf ter' n1A/A1 r-
17V WWI Iry rvnvl IL-U V I V17L
PIPE INLET PROTECTION
SCALE: NTS
DRAWING TITLE.
DETAILS
PROFILE
CAR
F
SEAL•=
` = 10733
s •'''•••••.. I ......••••'''�'�
SCALE:
SHEET #:
AS SHOWN
DATE:
01 /15/09
DRAWN BY:
RSH
O
APPROVED BY:
JWF
PROJECT #:
2255
OF:08

15.0
10.0
0
z_
5.0
LU
STA. 0+50
fi T
15.0
10.0 U.
0
Q
z
5.0
w
0.0 0.0
-40 -30 -20 -10 0 10 20 30 40
Distance from CL (Feet)
15.0
LL 10.0
Q
z
STA. 2+50
15.0
10.0 -
0
Q
z
0
5.0 >
LU
0.0 0.0
-40 -30 -20 -10 0 10 20 30 40
Distance from CL (Feet)
STA. 4+50
20.0
20.0
5.0
0.0 0.0
-40 -30 -20 -10 0 10 20 30 40
Distance from CL (Feet)
NO. REVISION BY DATE
0
m
N
LU
STA. 1+00
15.0
- 10.0
0
Q
z
( 5.0
w
0.0
15.0
10.0 -
0
Q
z
O
5.0 a
LU
0.0
-40 -30 -20 -10 0 10 20 30 40
Distance from CL (Feet)
STA. 3+00
20.0 20.0
15.0
0
z 10.0
c
0
0
>
d
LU
5.0
15.0
- 10.0
0
Q
z
0
> 5.0
Tr
STA.1+50
15.0
10.0 -
0
Q
z
0
m
5.0 >
LU
0.0 0.0
-40 -30 -20 -10 0 10 20 30 40
Distance from CL (Feet)
STA. 3+50
20.0 20.0
15.0
15.0
-LL
LL
10.0 z
10.0
0
p
0
p
>
>
d
a�
LU
LU
5.0
5.0
0.0 1 0.0
-40 -30 -20 -10 0 10 20 30 40
Distance from CL (Feet)
STA. 5+00
20.0
5.0
20.0
15.0
0
10.0 z
5.0
0.0 0.0
-40 -30 -20 -10 0 10 20 30 40
Distance from CL (Feet)
-COLUMBIA-®-MOREHEAD CITY- GSE
Coastal Science & Engineering
PO Box 1643
Morehead City North Carolina 28557
Phone [phone]
Fax [phone]
c
0
N
m
W
OWNER:
TOWN OF BEAUFORT
215 POLLOCK STREET
BEAUFORT, NC 28516
10.0 z
LU
5.0
0.0 0.0
-40 -30 -20 -10 0 10 20 30 40
Distance from CL (Feet)
20.0
- 15.0
0
>Q
z
STA. 5+50
20.0
15.0 -
0
>Q
z
c
O
> 10.0
N
u
5.0 1 1 5.0
-40 -30 -20 -10 0 10 20 30 40
Distance from CL (Feet)
PROJECT.
Front Street Relocation
Beaufort, North Carolina
15.0
z 5.0
0
>
N
LU
0.0
LSTA. 2+00
r, I
15.0
5.0 z
0.0
-5.0 1 1 1 1 1 1 1 1 1 1 1 1 1 -5.0
40 -30 -20 -10 0 10 20 30 40
Distance from CL (Feet)
LSTA. 4+ 00
20.0
15.0
-
>
z 10.0
0
>
m
LU
5.0
• ............ /7- NEW ROAD:PAVEMENT. .1
�. - -.
E-
D• • • • •X. GRAE. •
20.0
15.0
10.0 z
N11r>•
0.0 0.0
-40 -30 -20 -10 0 10 20 30 40
Distance from CL (Feet)
20.0
- 15.0
0
>Q
z
c
O
> 10.0
N
STA.5+83
r................................L
T. . . . . . . . . . . . . . . . . . . . . . . . . . . .
20.0
15.0
0
z
0
10.0 Co
N
w
5.0 5.0
-40 -30 -20 -10 0 10 20 30 40
Distance from CL (Feet)
DRAWING TITLE:
CROSS SECTIONS
B -P SEAL 3
10733
S'•., f Nel•,.••'
3�Sa41
SCALE:
SHEET #:
AS SHOWN
DATE:
01/15/09
DRAWN BY:
RSH
08
APPROVED BY:
JWF
PROJECT #:
2255
OF:08