56817_TOWN OF MOREHEAD CITY_20100915

" JA i
AMA ❑ DR DGE & FILL
C E
GENERAL PERMIT Previous permit #
/t FINew OModification ❑Complete Reissue El Partial Reissue ` Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
❑ Rules attached.
Applicant Name ) f l'
r' Project Location: County
Address Street Address/ State Road/ Lot #(s)
City State ZIP
-7
Phone # () Fax # () Subdivision
Authorized Agent City ZIP
ElCW ❑ EW ❑ PTA L ES r ❑ PTS Phone # ( } dr" �= River Basin
Affected ❑ OEA ❑ HHF ❑ IH ❑ UBA El N/A AEC(s): Adj. Wtr. Body (nat /man /unkn)
❑ PWS: ❑FC:
ORW: yes / no PNA yes / no Crit.Hab. yes / no Closest Maj. Wtr. Body
e of Project/ Activity
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Agent or Applicant Printed Name
Signature ** Please read compliance statement on back of permit
4IF j
ApplicationFee(s) � Check#
f J �A-t l ""; t -55 `r
Permit Officer's Signature
Issuing Date Expiration Date
Local Planning Jurisdiction Rover File Name

Statement of Compliance and Consistency
'A',
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar- Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-796-7215) for more information on how to complywith these buffer rules.
Division of Coastal Management Offices
Raleigh Office Morehead City Headquarters
Mailing Address: 400 Commerce Ave
1638 Mail Service Center Morehead City, NC 28557
Raleigh, NC 27699-1638 252-808-2808/ 1-888-4RCOAST
Location: Fax: [phone]
2728 Capital Blvd. (Serves: Carteret, Craven, Onslow -above
Raleigh, NC 27604 New River Inlet- and Pamlico Counties)
919-733-2293
Fax:[phone]
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 08/09/06

wD i s s o ? 'a °� a i"� � a 17C
� . a r .-�%_ Applicant: C� 1 V}
Date: b0i ZIMP
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
tem im acts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
ternimpacts
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
Dredge Oe Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill oth ❑ Other ❑
,
/
Dredge ❑ Fill ❑ Both ❑ Other
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
1-Z.3z-aM'COAS ��:�sMd.:1..321u,1i1

4000 - NC DEPT ENVIRONMENT
REFERENCE DATE DESCRIPTION AMOUNT DISCOUNT NET PAID
-------------------------------------------------------------------------------
091510 09/15/10 200.00 0.00 200.00
ADD'L DUE-SHEPARD ST BOAT RAMP 10-4190-295 200.00
CHECK #
DATE
GROSS
DISCOUNT
CHECK AMOUNT
-------------------------------------------------------------------------------
55383
09/17/10
200.00
0.00
200.00
TOWN OF MOREHEAD CITY
706 ARENDELL STREET
MOREHEAD CITY, NORTH CAROLINA 28557
GENERAL FUND
PAY ****200 DOLLARS AND 00 CENTS ****
NC DEPT ENVIRONMENT
PAY AND NATURAL RESOURCES
TO THE 00000
ORDER
OF
BRANCH BANKING & TRUST COMPANY
MOREHEAD CITY, NC 28557
ss-n2
531
DATE CHECK NO.
09/17/2010 55383
II.0005538311' l:053101120:12363?00181I■
055383
CHECK AMOUI
$200.00

J�\�/�( 1��T��'�1�'� �(��yV ,/��\ T��(�J� (/(%�. GERALD A. JONES, JR., Mayor
A' JSO1i �Ji�Hlt.�d 111i1� I T Y �cP�. CITY
NORTH CAROL I NA
GEORGE W. BALLOU, Mayor Pro-Tem
Council 706 Arendell Street
PAUL W. CORDOVA Morehead City, North Carolina 285574234 iN� �gye
DAVID HORTON TEL [phone]
JOHN F. NELSON FAX [phone] R. RANDY MARTIN
DEMUS L. THOMPSON www.moreheadcity.nc.gov City Manager
RECEIVED
September 3, 2010 °. SFP 3 2010
Morehead City DCM.i
Heather Styron
Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28SS7
RE: Request for General Permit
I O'h St. Pier Repairs & Dredging
Dear Ms. Styron:
Please consider this letter as our request for a general permit to make repairs to the
western most pierlbreakwater and dredging of material that has migrated through the
damaged breakwater into the boat launch area.
Dredge materials are to be disposed off site to an approved site. Attached are plans for
the proposed work as well as copies of notifications to the adjacent property owners.
If there are any questions please feel free to contact me.
Sincerely,
David McCabe, ire for
Public Works
ADA/EOE/P Equal Opportunity Employer Provider

4000 - NC DEPT ENVIRONMENT
REFERENCE DATE DESCRIPTION AMOUNT DISCOUNT NET PAID
-------------------------------------------------------------------------------
081210-BOATRMP 08/12/10 400.00 0.00 400.00
PERMIT-SHEPARD ST BOAT RAMP 10-4190-295 400.00
CHECK ## DATE GROSS DISCOUNT CHECK AMOUNT
-------------------------------------------------------------------------------
55067 08/20/10 - 400.00 0.00 400.00
TOWN OF MOREHEAD CITY
706 ARF.NDELL STREET
MOREIiEAD CITY, NORT11 C:AROLINA 28557
GENERAL FUND
PAY ****400 DOLLARS AND 00 CENTS
NC DEPT ENVIRONMENT
PAY AND NATURAL RESOURCES
TO THE 00000
ORDER
OF
BRANCH BANKING & TRUST COMPANY 055067
MOREHEAD CITY, NC 28557
66-112
531
DATE CHECK NO. CHECK AMOUNT
08/20/2010 55067 $400.00
****
VOID AFTER 60 DAYS
THIS DISBURSE T H EEN APPROVED REQUI EDy..,
THE LOCAL M UDGE AND�FIOC�T.
1110005506711, I:05110 1 L 2 0: L 2363700 L811'

GEORGE W. BALLOU, Mayor Pro-Tem
Council
PAUL W. CORDOVA
DAVID HORTON
JOHN F. NELSON
DEMUS L. THOMPSON
August 11, 2010
MOREHEAD CITY
NORTH CAROLI NA
706 Arendell Street
Morehead City, North Carolina 28557-4234
TEL [phone]
FAX [phone]
www.moreheadcity.nc.gov
Croatan Investment Company, LLC
PO Box 3576
Morehead City, NC 28557
RE: Pier Repairs and Dredging
10'h St. Boat Ramp
Dear Mary Lynn,
GERALD A. JONES, JR., Mayor
�pD C/T
c
C. is
R. RANDY MARTIN
City Manager
RECEIVED
SEP 3 2010
Morehead City DCM
Please find attached a sketch and an adjacent riparian property owner notification form
for the repairs to the pier and dredging within the ramp area at the boat ramp owned by
the city at 1001 Shepard St.
If you have no objections to this activity please check the "no objections" section of the
form, sign at the bottom and return in the stamped self addressed envelope. If you have
objections to this project please follow the directions located on the form.
Please be advised that this work will not require any encroachment into the 15' setback.
If you have any questions about this letter or the proposed work please do not hesitate to
contact me at 252.726.6848, ext. 120.
Sincerely,
David McCabe, erector
Public Works
ADA/EOE/P Equal Opportunity Employer Provider

CERTIFIED MAIL • RETURN RECEIPT REQUESTED
DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONIWAIVER FORM
.� 7QtQ
Name of Individual applying for Permit: / pw7✓ C--1-1"--'11& ='3 01?�J
Address of Property: /b©/ Sh i p 5f
M#(--
(Lot or Street #, Street or Road, City & County)
I hereby certify that I own property adjacent to the above referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development
they are proposing. A description or drawing, with dimensions, should be provided with this letter.
I have no objections to this proposal.
If you have objections to what is being proposed, please write the Division of Coastal
Management, 400 Commerce Avenue, Morehead City, NC, 28557 or call [phone] within
10 days of receipt of this notice. No response is considered the same as no objection if you
have been notified by Certified Mail.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, breakwater, boathouse, boatlift or sandbags
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
(Applicant Information)
7© L / .st
Mailing Address
City/State/Zip
a0-:9 7aL 6�
Telephone Number
8 //-iC-)
Date
(Riparian Property Owner Information)
Signature
Print or Type Name
Telephone Number
Date

■ Complete items 1, 2, and 3. Also complete _
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
r so that we can return the card to you.
■ Attach this card to the back of the mailplece,
or on the front if space permits.
1. Article Addressed to:
t, f,
hl
l�d��;t;�r✓t i,r�ltet�rnf�f�� ikYr��i �.1.�
a
2. Article Number 7009 1680
(Transfer from service label)
Signature
%� v,�+ Agent
7' t!' A 8dressee
B, Received by (Printed Name) C. Da of De very
D. Is delivery address different from Item I? 3 Yos 1
If YES, enter delivery address below: ❑ No
3. Sorvlco Tylw
kn-Cerlifiod Muil ❑ Express Mail
❑ Rocdistored ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ y— o— n
0000 6777 2077
ro corm oo 11, February 2004 Domestic Return Receipt
102595.02-M•1540

3 CONCRETE
BOAT RAMP
d
y
j a o o a p e 2re STRINGERS
®20.C.
v INSTALL NEW PILES N
LINE WITH EXSTNG
VARIES
C i
SCAB, TYP.
SEE DETAIL 8 a
it lP F PIER END, TYP,
n'a} SEE DETAIL
WHEN CONSTRUCTING BULKHEAD, REMOVE EX TIMBER
SHEETING AND REPLACE WITH VINYL SHEET
ALONG SAME ALIGNMENT. DO NOT REMOVE MORE TIMBER SHEETNG e's
THAN CAN BE REPLACE BY VINYL SHEETING IN THE SAME WORMG DAY. SPLICE, TYP.
SEE DETAIL 2d BRICGMG
MID SPAN, TYP. Y TN PULE I
L
FRAMING PLAN
SCALE: V • 10
DECKING PLAN
SCALE: V•10
O EXISTING RILE I
� NEW PRE
■ VINYL SHEET RUNG
EXPRESS WRITTEN PERMIS510N.
DESIGNED: JJW
DRAWN BY; JJW
DATE: 07/28/10
PROJECT 111, 10141
CHECKED: JWE
REVISED:
REVISED:
®BAY
rtgl�alY SaraHaO a TOM Nanarq
SUITE 201
MOREHEAD C)TY, NC 28557
[phone]
FAX: [phone]
BRANCH OFFICES:
MIDDLE PENINSULA
faro PNe(aAY OANE
rIAUCLeIFR. YA lJret
`ea) arh2rrD
AX: (ea) aus-awe
eeao enr. rnmc Row
ccwwlnwu, w vtle
(ea) ear-7rer
raX: (ea) sea -Toot
MOREHEAD CITY, NC 28557
PROJECT:
10th STREET PIER AND
CARTERETCOUNTY, INC
DRAWING:
FRAMN O AND DECKING
PUN
SHEET NO:
05
OF 7
SCALE:
ASSHOWN

DEMUS L. THOMPSON, Mayor Pro Tem
Council
---,EORGE W. BALLOU
PAUL W. CORDOVA
DAVID HORTON
JOHN F. NELSON
August 30, 2010
Ruth C Eure
c/o Mary Lynn Osteen
1261 Dalgarvin Drive
Apex, NC 27502
11 . NO Me � I am I WN • •Cur I
m
706 Arendell Street
Morehead City, North Carolina 28557-4234
TEL [phone]
FAX [phone]
www.moreheadcity.nc.gov
RE: Pier Repairs and Dredging
10' Street Boat Ramp
Dear Mary Lynn,
GERALD A. JONES, JR., Mayor
Cyr`
O Z
0
�ti'C. 1850
R. RANDY MARTIN
City Manager
RECEIVEi)
SEP 3 2019
Morehead City pCM
Please find attached a sketch and an adjacent riparian property owner notification form
for the repairs to the pier and dredging within the ramp area at the boat ramp owned by
the city at 1001 Shepard Street.
If you have no objections to this activity please check the "no objections" section of the
form, sign at the bottom and return in the stamped self addressed envelope. If you have
objections to this project please follow the directions locate on the form.
Please be advised that this work will not require any encroachment into the 15' setback.
If you have any questions about this letter or the proposed work please do not hesitate to
contact me at 252.726.6848, extension 120.
Sincerely,
David McCabe, Director
Public Works

;1
1 Complete Items 1, 2, and 3. Also complete
Item 4 If Restricted Delivery is desirecj �
j I Print your name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the mailplece,
or on the front if space permits.
Article Addressed to:
A. Signature
X s
❑ Agent
Addressee
B. Rec�ji e y ( Printed Name)
Y)%fir D
C. to of )elllvery
EC
D. Is delivery address different from Item 1?
❑ Yes
If YES, enter dellvery address below:
❑ No
3. Service Typo
Z-Certiflod Mall ❑ Express Mail
r ❑ Registered ❑ Return Receipt for Merchandise
�FWf �1 (� �/� �'� ElInsured Mall ElC.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
Article Number -- --
(Transfer from service label) 7009 3 410 0002 1936 1828
:; Form Ob] 1, February 2004 Domestic Return Receipt 102595-02-M-1540
Y

RECEIVED
CERTIFIED MAIL - RETURN RECEIPT REQUESTED S P 3 Z010
DIVISION OF COASTAL MANAGEMENT City DCM
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONIWAIVER FORM
Name of Individual applying for Permit: CI n,
Address of Property: `V<2
(Lot or Street #, Street or Road, City & County)
I hereby certify that I own property adjacent to the above referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development
they are proposing. A description or drawing, with dimensions, should be provided with this letter.
I have no objections to this proposal.
If you have objections to what is being proposed, please write the Division of Coastal
Management, 400 Commerce Avenue, Morehead City, NC, 28557 or call [phone] within
10 days of receipt of this notice. No response is considered the same as no objection if you
have been notified by Certified Mail.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, breakwater, boathouse, boatlift or sandbags
must be set back a minimum distance of 15' from my area of riparian access unless waived by
me. (If you wish to waive the setback, you must initial the appropriate blank below.)
I do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
(Applicant Information)
Mailing Address
City/State2ip
Telephone Number
g, /1. / 0
Date
(Riparian Property Owner Information)
Signature
Print or Type Name
Telephone Number
Date

WETIAADS
cj
0 �\ EX BULKHEAD p PIER 1
'` • a1 V I �- 5° ° ' B NOT IN CONTRACT I
i,yJ --or BOWE60UN0
o t3OX SL EST.
4.0 .—� / \ s250 C.Y.
"• � I s�r� � '� 4 ''\ems-_ J
PARKING AREA � o
fT3&R9% OBE
REMOVED 6 REI+LAOED l \ • � � � �.LL
EX FENCING,A \ \Sb , I�WPERSBIRNIFM \`l / V
NORMALHIGH WATER LINE
DREDGING PLAN
1•.10
D28 W
BUL w_Q
E%. GROUND VANES
NOTE:
— ELEVATIONS ST101VN R9A11VF
--_ �_ roNeweevERTIcuDAruM
1
— B. JdP
DREDGE AREA-CPEDGETOJ.B
EX GROUND VARIES OVER.11
DREDGED PROFILE
SECTION B B SCALE INFEET,
10 a a 2a
ZD I5 NOT ro eE ;&F Dix
OR USED FOR ANY PROJECT I
WHOLE OR IN PART WDNOUT
EXPRESS WRTREN PERMISSION
PROJECT MANAGER:
JI
DRAWN BY: J.
DATE: 07/28/
PROJECT : 101
CHECKED: J1
REVISED:
REVISED:
BAI
PROJECT OFFICE:
MOREHFAD CITY
305 CGMMIERCE AVENUE
SUTTE 20,
MOREHEAD CM, NC 25557
[phone]
FAX: [phone]DO
BRANCH OFFICES:
MIDDLE PENINSULA
pp90 PMItWAY ORM
4LIxbTPR, VA 2J0/1
tpul np-2wp
FAL (NM) ePs-xae
NORTHERN NECK
P.O. p +Opp
pIRHPP Pp•4
GW .I
PUBLIC WORKS DEPARTME
10(h STREET PIER AND
GROIN REPLACEMENT
DRAWING:
DREDGING PLAN
SHEET NO:
04
OF 7
SCAI F.

CONSTRUCTION NOTES:
I. GENERAL REQUIREMENTS
A. DESCRIPTION OF WORK:
Work in the project generally includes demolition and removal of existing timber walkway and
the existing timber bulkhead, construction of a new pile supported timber walkway,
construction of a new bulkhead and dredging of the basin to depth indicated.
II. REGULATORY REQUIREMENTS
A. Regulatory requirements include but are not limited to obtaining, maintaining, displaying and
complying with the following-
1 . Owner Procured:
a. General CAMA Permit for construction in the AEC. Perrnit is pending approval.
b. Building Permit issued by Town of Morehead City.
2. Contractor Procured at His Expense:
a. Current business license.
b. Current General Contractor's License for operation in the State of North Carolina.
c. Permit for hauling waste and disposal as required.
d. Fire, hazardous waste, safety and OSHA Standards and regulations.
e. Permit to exceed load limits on certain bridges if they are on haul routes and have 'ow load limits.
f. Sedimentation and Erosion Control Permits for offsite borrow and/or disposal areas
III. DEMOLITION AND REMOVAL
A. V%.Ioi k included: Demolition and removal of timber docks and miscellaneous items
to make room for permanent construction work
B. Conduct all operations in a manner that will prevent materials and debris from being deposited
in the water.
C. Removed materials shall become shall become the property of the Contractor and shall be
disposed of off the construction site in accordance with all applicable local, state and federal codes,
regulations and ordinances.
D. Payment of fees for disposal in disposal areas shall be the responsibility of the Contractor.
F. In the company of Owner, visit the site and verify the extent and location of the
selective demolition required.
G. In the event of demolition of items not designated to be demolished, the Contractor shall promptly
replace such items to the approval of the Owner and at no additional cost to the Owner.
IV. EARTHWORK
A. General
1. Protection of Underground Utilities: The contractor shall verify locations of existing utilities prior to
excavation. If utilities are to remain in place, provide adequate means of support and protection during
earthwork operations. Should uncharted, or incorrectly charted, piping or other utilities be encountered
during excavation, consult with the Owner. Repair damaged utilities to original condition or better.
2. Sedimentation and Erosion Control: Upland disposal site shall be identifiied by contractor and if the
disturbed area is greater than 1 acre the contractor must have an approved erosion control plan. No
additional payment will be made for placement of erosion control measures required. Contractor shall
include these costs in the base bid.
V. PILE DRIVING, MARINE TIMBER PILES FOR DOCK CONSTRUCTION
A. WORK INCLUDED: Install all round timber piles indicated on the drawings by driving.
B. MATERIALS: Provide new Southern Pine friction cleaned peeled piles conforming to ASTM D25. Minimum butt or
tip circumferences and length as indicated. Furnish length and number of piles as indicated on the drawings. Piles must
be one piece. Splices will not be permitted.
C. PRESERVATIVE TREATMENT: a. Treat all piles for in water installation with preservative treatment conforming to
AWPA C18. Preservative shall be chromated copper arsenate (CCA) to a minimum retention of 2.5 pounds per cubic
foot. Retention for walkway bearing piles shall be 0.6 pounds per cubic foot.
D. Treatment of Field Cuts: Field cuts and holes shall be treated in accordance with AWPA M-4. Pile cutoffs of dock
piles shall be treated three times after edge routing and cutoffs are completed.
E. Installation
1. Bearing Piles: Fixed timber pier piles shall be driven to tip elevations indicated on the drawings.
2. Jetting of Piles: Jetting of piles will be permitted with the last three feet of penetration achieve
by either vibratory or impact driving.
3. Splices: Splicing of piles is not permitted for timber piling.
4. Pile Cut Off: Cut off piles with a smooth level cut, sawing at the elevations indicated
on the plans.
D
CARTERET
VI. VINYL BULKHEAD
C-1 -,N"R n(� -,N r -
COUNTY
A. Vinyl Sheet Piling Sheet pile profile shall be manufactured with an interlocking feature that ensures
adjacent panels maintain alignment. The sheeting shall be homogeneous, uniform in color, free from
visible cracks, and free from other injurious defects. Manufacturer's extrusion facility shall have at
least 4 years experience with the manufacturing of Vinyl Sheet Piling and 15 years experience with
the manufacturing of other PVC parts. Acceptable products for use on this project are as follows:
1. Tidewall TW40 Vinyl Sheeting 4,140 ft- lbs./ft or approved equal.
B. HANDLING AND STORAGE: Transportation, site handling, shi.fll be performed with acceptable
equipment and methods, and by qualified personnel. Handing and storage shall be in accordance
with the published manufacturers instructions.
C. Timber products: Timber shall be S4S Southern Yellow Pine of the nominal sizes indicated and
with the following grade and treatment.
1. Grade - No. 2(min.)
2. CCA Pressure Treatment- 0.8 PCF as per AWPA C2 & C18
D. Installation:
1. Installation shall be in accordance with the manufacturer's rec,,:)mmend ations.
2. Installation of vinyl sheetpiles shall be performed by a compe"ent piling contractor having at least five
years experience with similar type :_1tn,irt1ures and materials. Members shall be lifted by means of suitable
lifting devices at points provided by the manufacturer. Temporary shoring and bracing, if necessary, shall
comply with manufacturer's recommendations. Piles shall be driven or vibrated into place. Jetting of piles
is permitted with the last three feet of penetration achieved by driving. Jetting shall not be used if driving
through clay or immediately adjacent to an existing structure without the written approval from the Engineer.
3. Installation shall be accomplished using a fixed driving guide. Guide shall fix top and bottom of sheetpile
during installation. Use of a string line guide shall not be an adequate means of guiding the pile into position.
4. Drive sheet piling(preferably in pairs) to required depth and lag leading sheet to wale. Mandrel or helmet
may be required if driving through hard soil strata. It is very important that contractor drive sheets to required
embedment depth. Under no circumstances shall the contractor cut-off or install shorter sheets without
written authorization from engineer or the owner. Sheet piling shall not be driven more than 1/2-inch per foot
out of plumb in the plane of the wall, nor more than 1/1 6-inch per foot "out" of plumb perpendicular to the
plane of the wall, nor more than 1-inch per foot "in" of plumb perpendicular to the plane of the wall.
5. Deformed or damaged sheetpiles shall not be used and shall be removed from the site. Deformed or
damaged sheetpiles shall become the property of the Contractor and shall be replaced by the Contractor
at no additional expense to the Owner.
VII. TIMBER CONSTRUCTION:
A. MATERIALS:
1. Timber: Stress rated southern pine, grade No. 2 minimum. Treatment for deck, stringer and bent cap
members shall be treated with CCA in accordance with AWPA C18, 0.8 PCF for saltwater splash. Treatment
for cross bracing and timber piles shall be CCA at 2.5 PCF for saltwater immersion. All dimension timber
shall be S4S.
2. Structural Steel and Hardware:
a. Steel Shapes: ASTM A36 steel
b. Bolts, rods and miscellaneous Hardware: ASTM A307 steel hot dip galvanized.
B. INSTALLATION:
1. FRAMING: Accurately cut and frame all timber in such a man,ier that the joints will have a close fit
of the entire contact surfaces. No shimming will be permitted in making joints, nor will open joints be accepted.
2. FASTENING, Washers of the size and type specified shall be used under all bolt heads and nuts which
would otherwise come in contact with wood. All bolts shall have sufficient additional threading to provide at
least 3/8 inch per foot thickness of timber for future tightening.
3. NAILING: Secure all newly installed decking with 16d galvanized nails to each stringer. Provide 2
nails at each stringer for 2 x 6 deck boards. No power nailing of deck boards will be permitted.
4. FIELD TREATMENT:
a. Timber Work: Field treat all cuts in treated timbers or pies and all abrasions in accordance with AWPA M4,
trim all cuts and abrasions before field treatment. Paint all depressions or openings including bolt holes, joints
or daps, including recesses with preservative treatment solution. Exposed ends of timber piles shall be field
treated three times after cutoff and milling is completed.
b. Galvanized Surfaces: Zinc coating which has been damaged to the extent that base metal is exposed,
shall be repaired and recoated. Thoroughly clean the damaged area by wire brushing and remove all traces
of welding flux and loose or cracked zinc coating prior to painting. Paint cleaned surfaces with two coats of
Zinc -oxide Zinc dust paint, ZRC cold galvanizing compounds or approved equal. In addition to damaged
areas, all exposed threaded surfaces shall be painted with two coats of zinc oxide zinc dust paint after
installation of the nut.
RECEIVED
VICINITY MAP N.T.S.
DRAWING INDEX
ABBREVIATIONS
CCA
COPPER, CHROMATED & ARSENIC
C.Y.
CUBIC YARD
01
- COVER SHEET
0
DIAMETER
02 -
EXISTING CONDITIONS
GALV.
GALVANIZED
03 -
DEMOLITION PLAN
EL.
ELEVATION
04 -
DREDGING PLAN
EST.
ESTIMATED
05 -
FRAMING AND DECKING PLAN
EX.
EXISTING
06 -
FENCE PLAN
MIN.
MINIMUM
07 -
DETAILS
N.T.S.
NOT TO SCALE
O.C.
ON CENTER
PCF
POUNDS PER CUBIC
S.F.
SQUARE FOOT
TYP.
TYPICAL
THIS DRAWING IS THE PROPERTY
OF BAY DESIGN GROUP, P.C.
AND IS NOT TO BE REPRODUCED
OR USED FOR ANY PROJECT IN
WHOLE OR IN PART WITHOUT
EXPRESS WRITTEN PERMISSION.
PROJECT MANAGER:
JWF
DESIGNED:
JJW
DRAWN BY:
JJW
DATE:
07/28/ 10
PROJECT #:
10141
CHECKED:
JWF
REVISED:
8/6/10
REV NOTES II,
A,1 &2, V,E,2.
REVISED:
BH
design group
Engineering Surveying & Land Planning
North Carolina Certification No. C-3446
www.baydesigngroup.com
PROJECT OFFICE:
MOREHEAD CITY
305 COMMERCE AVENUE
SUITE 201
MOREHEAD CITY, NC 28557
[phone]
FAX: [phone]
BRANCH OFFICES:
MIDDLE PENINSULA
5690 PARKWAY DRIVE
GLOUCESTER, VA 23061
[phone]
FAX: [phone]
8500 BELL CREEK ROAD
MECHANICSVILLE, VA 23116
[phone]
FAX: [phone]
NORTHERN NECK
P.O. BOX 1069
812 RAPPAHANNOCK DRIVE
WHITE STONE, VA 22578
[phone]
FAX: [phone]
CLIENT:
TOWN OF MOREHEAD CITY
PUBLIC WORKS DEPARTMENT
706 ARENDELL ST.
MOREHEAD CITY, NC 28557
PROJECT:
10th STREET PIER AND
GROIN REPLACEMENT
CARTERET COUNTY, NC
DRAWING:
COVER SHEET
N CARO
oacaaaoesa ��
a�
a SEAL
- `- 10733 E
fz6 lam
SHEET NO:
01
OF 7
SCALE:
AS SHOWN

THIS DRAWING IS THE PROPERTY
OF BAY DESIGN GROUP, P.C.
AND IS NOT TO BE REPRODUCED
OR USED FOR ANY PROJECT IN
WHOLE OR IN PART WITHOUT
EXPRESS WRITTEN PERMISSION.
PARKING AREA
#
« «
« « WETLANDS
TIMBER PIER & BULKHEAD
NOT IN CONTRACTWE
CONCRETE —
CON C \ 0 Z- -- _--- �15 i
BOAT RAMP —S Z_
r7 G _
TIMBER BULKHEAD - ----- -3.0 -- - _ ~� _ -- - - _ n; I -3 p
ri 3 5�� ------ 0 �'_ -- -- -- BOGUE SOUND
- --- ^ `-- ___ ----_ `2 5 l
I --J - - ---- N
4.
o \..-,
d N " 0
CV �
�_ 9�
_�—
_ -- _--- I `� s -5.5 , - '; 5 --- _2 5 -_ �.0 �,- -
-3.5
VARIES -- 1 6 - _-- - 3.0Z-
_ - -_
I —
1175 0�\ os,,
gz-
- 11.67 S !-
-- 0�
\
T— 0l- 0�, DECK MISSING
GRAVEL WALKWAY ,, age—
� ! I I ,0• 'C• -_ -
i
1— FEN INCH - o \ I
FENCE POST --_ - _ -- _ - -
`7
,05 I ---- -� �-
00
« � \y
S« « EX. TIEBACK
« #
o• �o TYP, VISABLE �
I I
« « # , , # , o. « ,, 0 / END OF EX, BULKHEAD
EX. TIEBACK l
4 4 o. 4 4 4 TYP. UNCONFIRMED
« « « WETLANDS #
0. 0 C3 0 �'
# « f , # #
NORMAL HIGH WATERLINE , # \ `� o 0
#
1 \
1 1
I
ELEVATIONS AND CONTOURS SHOWN
RELATIVE TO NAVD 88 VERTICAL DATUM
SCALE IN FEET.
10, 0' 10, 20'
PROJECT MANAGER:
JWF
DESIGNED: J JW
DRAWN BY: I JW
DATE: 07/28/ 10
PROJECT #: 10141
CHECKED: JWF
REVISED:
REVISED:
11AY
design group
Engineering Surveying & Land Planning
North Carolina Certification No. C-3446
www.baydesigngroup.com
PROJECT OFFICE:
MOREHEAD CITY
305 COMMERCE AVENUE
SUITE 201
MOREHEAD CITY, NC 28557
[phone]
FAX: [phone]
BRANCH OFFICES:
MIDDLE PENINSULA
5690 PARKWAY DRIVE
GLOUCESTER, VA 23061
[phone]
FAX: [phone]
8500 BELL CRFEK ROAD
MECHANICSVILLE, VA 23116
[phone]
FAX: [phone]
NORTHERN NECK
P.O. BOX 1069
812 RAPPAHANNOCK DRIVE
WHITE STONE, VA 22578
[phone]
FAX: [phone]
CLIENT:
TOWN OF MOREHEAD CITY
PUBLIC WORKS DEPARTMENT
706 ARENDELL ST.
MOREHEAD CITY, NC 28557
PROJECT:
10th STREET PIER AND
GROIN REPLACEMENT
CARTERET COUNTY, NC
DRAWING:
EXISTING CONDITIONS
02
OF 7
-7/,5c''/'/ U
SCALE:
1 " = 10'

1 EX. TIMBER PIER &BULKHEAD
NOT IN CONTRACT
- - - p'Z_ 5 - �_ -- # # \ \ Y .4h
CD
BASELINE STA 0+00 '"� \ -- --- -- 1- ---- � - ---
--- AT CORNER OF CONIC. RAMP - -3.0--
I. / - - -- - 2,5
I f "' REMOVE 2x10 CAP FROM
------
`�"- BEGINNING OF WALKWAY �`' -
o \ �EXIT
+
0 o
0
0 °a; -��� . -L4.0 3.0
-30 —
S VARIES 4.- _ _ 3.0 �-- a - - -
---0 �'_ 5'Z
- 11,6� a ,s �_ 0'0- - �\ \
- i + -- -
11.67--- S'!- - -
�'�\
0 -1 5 11,75
FENCING TO REMAIN I--� 0 -- - =-_ -__ _ 0 ,/ - + �� \ -0�'n
A
BULKHEAD TO REMAIN # # + + # +� �' # 0 - ` - S'!� 0`NC14\ N
+ 6 FENCING SECTION TO
s. BE REMOVED & REPLACED 0.5 I
N
0, 0 I _ I
\ so o
I + # # REMOVE ALL + 1.0 _ �.� \ I I - 0
DECK BOARDS
REMOVE 6"x611 POSTS
ALONG BULKHEAD
• -- \ / /
REMOVE BULKHEAD
TO SHORELINE
/11 1 T A T ?I r-% '1I I M 0 A f % 1 r A
TI
#
#
r\LIVIL/ V L.- V/\V 1 ILA-0
V ' ` VV I nI VI\Ili VIVO UI 1\LIVIVVL /'1LL 1 IJ V
+ + \ o # # EXPOSED PORTIONS OF TIEBACKS `V I
# #
#
NORMAL HIGH WATERLINE
CUT ALL EX. PILES TO EQUAL
SECTION A -A - EXISTING PIER & BULKHEAD
1"=2'
Il# �
-- 0.0-� o 0
# # \ S'Z
h
O
�
�
�n
CV
\
o
�
\I
WHEN CONSTRUCTING BULKHEAD, REMOVE EX, TIMBER
SHEETING AND REPLACE WITH VINYL SHEET ALONG SAME
ALIGNMENT. DO NOT REMOVE MORE TIMBER SHEET THAN BE
REPLACE BY VINYL SHEETING SAME WORKING DAY.
■ PILES TO BE REMOVED
O PILES TO REMAIN
SCALE IN FEET:
10, 0' 10, 20'
THIS DRAWING IS THE PROPERTY
OF BAY DESIGN GROUP, P.C.
AND IS NOT TO BE REPRODUCED
OR USED FOR ANY PROJECT IN
WHOLE OR IN PART WITHOUT
EXPRESS WRITTEN PERMISSION.
PROJECT MANAGER:
n�clr�r.I�n•
JWF
JJW
JJW
DATE: 07/28/ 10
PROJECT #:
10141
CHECKED:
JWF
DC\/ICCn•
REVISED:
]RAY
design group
Engineering Surveying & Land Planning
North Carolina Certification No. C-3446
www.>b ay d e s 1 gngro up. c o m
PROJECT OFFICE:
MOREHEAD CITY
305 COMMERCE AVENUE
SUITE 201
MOREHEAD CITY, NC 28557
[phone]
FAX: [phone]
BRANCH OFFICES:
MIDDLE PENINSULA
5690 PARKWAY DRIVE
GLOUCESTER, VA 23061
[phone]
FAX: [phone]
8500 BELL CREE;: ROAD
MECHANICSVILLE, VA 23116
[phone]
FAX: (804) 569-- 7061
NORTHERN NECK
P.O. BOX 1069
512 RAPPAHANNOCK DRIVE
WHITE STONE, VA 22578
[phone]
FAX: [phone]
('I IE-NIT•
TOWN OF MOREHEAD CITY
PUBLIC WORKS DEPARTMENT
706 ARENDELL ST.
MOREHEAD CITY, NC 28557
D0r) ICr`T•
10th STREET PIER AND
GROIN REPLACEMENT
CARTERET COUNTY, NC
DRAWING:
DEMOLITION PLAN
OF 7
SCALE:
\\\\\\\IIIIIIIIIIIII,II /
pee�°•e.o o°oe°OC//���i�
a SEAL -
10733 0
i� °Opeeae°eaoeo°e
llll 111\\ ,
03
AS SHOWN

WETLANDS
I
# EX. BULKHEAD & PIER
B NOT IN CONTRACT
CONCRETE
�I
BOAT RAMP -- - o --_.__ `---_---.�_� BOGUE SOUND
- - _ ----- �;
- - 3.0
c-4 - - - -
_ - — -- — 2.5
_ 4.0 - -- - -
Q S a � DREDGING AREA
a _ _
i 0'
a
+ p (�09� -- ±3,090 S.F. EST.
o o p� + 1 _ --4.0 - ��� �__ / ±250 C.Y.
— —
PARKING AREA
C
- � o
FENCING TO BE # 4 # # # # 4# _
REMOVED & REPLACED # , 4 # 4 # , _ - `T' \ \\CV
. N
B
I # # o o # # # f 1.5—
o
EX. FENCING �� , �� # WETLANDS 4 S� , # NEW PIER &BULKHEAD
I
#
i
# i # 4
4"'N # # # �, # # # #
l
# 1 # Lj ! # \ 1 j s Z / / O I
/ I I 0 I `.1, �
I —,�--- �.5 # a # # --� '0—
�-0.0 a \
o
O
NORMAL HIGH WATER LINE O 1
/� /� N O'
h \ Z.
i \
DREDGING PLAN
V 10'
EXISTING
BULKHEAD
EX. GROUND VARIES
O
ELEVATIONS SHOWN RELATIVE
'T�t— ------ TO INAVD 88 VERTICAL DATUM
EX. GROUND VARIES OVER BASIN
DREDGED PROFILE
SECTION B-B
1 " = 4'
EL. -3.50'
DREDGE AREA - DREDGE TO -3.5'
SCALE IN FEET:
10, 0' 10, 20'
THIS DRAWING IS THE PROPERTY
OF BAY DESIGN GROUP, P.C.
AND IS NOT TO BE REPRODUCED
OR USED FOR ANY PROJECT IN
WHOLE OR IN PART WITHOUT
EXPRESS WRITTEN PERMISSION.
PROJECT MANAGER:
DESIGNED:
DRAWN BY:
DATE:
JWF
JJW
JJW
07/28/10
PROJECT #:
10141
CHECKED:
JWF
REVISED:
REVISED:
design group
Engineering Surveying & Land Planning
North Carolina Certification No. C-3446
www.baydes1gngroup.com
PROJECT OFFICE:
MOREHEAD CITY
305 COMMERCE AVENUE
SUITE 201
MOREHEAD CITY, NC 28557
[phone]
FAX: [phone]
BRANCH OFFICES:
MIDDLE PENINSULA
5690 PARKWAY DRIVE
GLOUCESTER, VA 23061
[phone]
FAX: [phone]
8500 BELL CREEK ROAD
MECHANICSVILLF, VA 23116
(804) 569-706C
FAX: [phone]
NORTHERN NECK
P.O. BOX 1069
812 RAPPAHANNOCK DRIVE
WHITE STONE, VA 22578
[phone]
FAX: [phone]
CLIENT:
TOWN OF MOREHEAD CITY
PUBLIC WORKS DEPARTMENT
706 ARENDELL ST.
MOREHEAD CITY, NC 28557
PROJECT:
10th STREET PIER AND
GROIN REPLACEMENT
CARTERET COUNTY, NC
DRAWING:
DREDGING PLAN
SHEET NO:
OF 7
SCALE:
AS SHOWN

CONCRETE
BOAT RAMP
I CD
+
CONCRETE
BOAT RAMP
a
0
o
WHEN CONSTRUCTING BULKHEAD, REMOVE EX. TIMBER
SHEETING AND REPLACE WITH VINYL SHEET
ALONG SAME ALIGNMENT, DO NOT REMOVE MORE TIMBER SHEETING
THAN CAN BE REPLACE BY VINYL SHEETING IN THE SAME WORKING DAY.
LID
DECKING TIES INTO EX. GROUND
REPLACE 2x10 CAP
0
+
0
2x8 STRINGERS
@ 2' O.C.
0
0
VARIES =
FRAMING PLAN
SCALE: 1" = 10'
0
0
m
DECKING PLAN
SCALE: 1" = 10'
80'
INSTALL NEW PILES IN
LINE WITH EXISTING
11'-6"
SPLICE, TYP.
SEE DETAIL V2x8 BRIDGING
MID SPAN, TYP.
2"x6" DECKING WITH 114" SPACE BETWEEN BOARDS.
FASTEN WITH 10d GALV. NAILS, (2) PER STRINGER.
POWER NAILING NOT PERMITTED.
2x6" RUNNING CONTINUOUSLY
0
SCAB, TYP.
SEE DETAIL o
o `\' PIER END, TYP.
SEE DETAIL I3„ cv � 11'-84------I I
7" TIP PILE
00
N
N
6
6"
4'-3"
O EXISTING PIILE
• NEW PILE
® VINYL SHEET PILING
THIS DRAWING IS THE PROPERTY
OF BAY DESIGN GROUP, P.C.
AND IS NOT TO BE REPRODUCED
OR USED FOR ANY PROJECT IN
WHOLE OR IN PART WITHOUT
EXPRESS WRITTEN PERMISSION.
PROJECT MANAGER:
JWF
DESIGNED:
JJW
DRAWN BY: JJW
nATr
07/28/10
PROJECT #:
10141
CHECKED: JWF
sammr--7ya!
DC-\/ICC'n.
BAY
design group
Engineering Surveying & Land Planning
North Carolina Certification No. C-3446
www.baydesigimgrioup.com
PROJECT OFFICE:
MOREHEAD CITY
305 COMMERCE AVENUE
SUITE 201
MOREHEAD CITY, NC 28557
[phone]
FAX: [phone]
BRANCH OFFICES:
MIDDLE PENINSULA
5690 PARKWAY DRIVE
GLOUCESTER, VA 23061
[phone]
FAX: [phone]
8500 BELL CREEK ROAD
MECHANICSVILLE, VA 23116
[phone]
FAX: [phone]
NORTHERN NECK
P.O. BOX 1069
812 RAPPAHANNOCK DRIVE
WHITE STONE, VA 22578
[phone]
FAX: [phone]
WEINNIN
TOWN OF MOREHEAD CITY
PUBLIC WORKS DEPARTMENT
706 ARENDELL ST.
MOREHEAD CITY, NC 28557
PROJECT:
10th STREET PIER AND
GROIN REPLACEMENT
CARTERET COUNTY, NC
DRAWING:
FRAMING AND DECKING
PLAN
O�\\\ Co,00
o'o J /�
aCC SEAL
10733
., s�o``�G ► NE e,e
°ooaoo
CUE -CT r\ln•
OF 7
AS SHOWN

2 x 6 DECK BOARD OVERLAPS
rt`In r'AhIA nr\Ann —\
2 x 8
2"x 1-3/4"
SCAT
PIER END DETAIL
SCALE: 1" = 1'
n .. c" nnn�-- nnAnr
J/Y w I 1 11 \v Ld%-, - 1
GUSSET DETAIL
SCALE: 1 "= V-0"
P'11 A A 1
I ILL
SCAB DETAILS
SCALE: 1 "= V-0"
2 x 8" STRINGER
T CAPS
.E
)E
CE
5'
8"
4" I
4"
7 -7 .-7 /n I A I A r`1 If n
J�'t II II\V UVLIJ
1 " HOLE IN PILE
BENT CAP DETAIL
SCALE: 1 "= V-0"
PLAN
2'-8"
OVERLAP
SPLICE DETAILS
SCALE: 1 "= V-0"
NGER
2"x6" TIMBER CAP
2"x8" BACKING BOARD
EX. GROUND VARIES
i
8x8" WALER
2"x6" BRACING
VINYL SHEET PILE
CUT OFF EX. TIMBER SHEETING,
REMOVE AS NEEDED TO
CONSTRUCT NEW BULKHEAD
EL. -8.00' MIN.
MINIMUM 12' BELOW MUDLINE
7" 0 TIP PILES
66"
1/2" 0 GAV, BOLTS AT 30" O.C.
BOLT HEAD ON OUTSIDE
THREAD BENEATH PIER
EX. GRADE VARIES
4'3"
SECTION C-C
SCALE: 1" = 1'
FIELD TREAT PILE ENDS
1" ROUNDOVER
GALV, TWIST STRAPS
2x6 DECKING
BENT CAP, SEE DETAIL
EX. 7" 0 TIP PILES
EL. 2.9'
EL. UNKNOWN
THIS DRAWING IS THE PROPERTY
OF BAY DESIGN GROUP, P.C.
AND IS NOT TO BE REPRODUCED
OR USED FOR ANY PROJECT IN
WHOLE OR IN PART WITHOUT
EXPRESS WRITTEN PERMISSION.
PROJECT MANAGER:
JWF
DESIGNED:
JJW
DRAWN BY:
JJW
DATE:
07/28/ 10
PROJECT #:
10141
CHECKED:
JWF
REVISED:
REVISED:
BAY
design group
Engineering Surveying & Land Planning
North Carolina Certification No. C-3446
www.baydesigngroup.com
PROJECT OFFICE:
MOREHEAD CITY
305 COMMERCE AVENUE
SUITE 201
MOREHEAD CITY, NC 28557
[phone]
FAX: [phone]
BRANCH OFFICES:
MIDDLE PENINSULA
5690 PARKWAY DRIVE
GLOUCESTER, VA 23061
[phone]
FAX: [phone]
8500 BELL CREEK ROAD
MECHANICSVILLE, VA 23116
[phone]
FAX: [phone]
NORTHERN NECK
P.O. BOX 1069
812 RAPPAHANNOCK DRIVE
WHITE STONE, VA 22578
[phone]
FAX: [phone]
CLIENT:
TOWN OF MOREHEAD CITY
PUBLIC WORKS DEPARTMENT
706 ARENDELL ST.
MOREHEAD CITY, NC 28557
PROJECT:
10th STREET PIER AND
GROIN REPLACEMENT
CARTERET COUNTY, NC
DETAILS
O °
a� EAL
10733
Se �_
°N`eeG`�°°�
''� IIIII
�/�/,
OF 7
SCALE:
AS SHOWN

EX. RAILING ATTACHED TO BULKHEAD
BULKHEAD
TIE NEW RAILING INTO EX. SECTION
LA
<j
Q a
-7
-- 4' 3 1 /2" 0+25
Dfill 0+27,15-1�
--
II
II Q
II
II
II
II
if
It
II
II
RAILING REINSTALLED _ #
ALONG NEW WALKWAY "
II
if
It
II
n
6' ii v
II
D a
n I
II
n
REPLACE RAILING SECTIONS
ALONG FINISHED WALKWAY Q
Q
REMOVE EX, FENCING
SECTIONS ALONG PIER.
PRESERVE AND REUSE
TO EXTENT POSSIBLE
RAILING PLAN
1 " = 4'
0+50
TIMBER SHEETING TO REMAIN
TIE INTO
EXISTING FENCE
SPACING @ 3 112" MAX. --B'\
2x4" CAP
4x4" POST
O
3"
112" 0 BOLTS
WITH 2" ROUND WAHER
6'
NEW 2x8" STRINGER
SECTION D-D
1"= 1'
THIS DRAWING IS THE PROPERTY
OF BAY DESIGN GROUP, P.C.
AND IS NOT TO BE REPRODUCED
OR USED FOR ANY PROJECT IN
WHOLE OR IN PART WITHOUT
EXPRESS WRITTEN PERMISSION.
PROJECT MANAGER:
JWF
DESIGNED:
JJW
DRAWN BY:
JJW
DATE:
07/28/10
PROJECT #:
10141
CHECKED:
JWF
REVISED:
REVISED:
BAY
design group
Engineering Surveying & Land Planning
North Carolina Certification No. C-3446
www_baydesigngroup.com
PROJECT OFFICE:
MOREHEAD CITY
305 COMMERCE AVENUE
SUITE 201
MOREHEAD CITY, NC 28557
[phone]
FAX: [phone]
BRANCH OFFICES:
MIDDLE PENINSULA
5690 PARKWAY DRIVE
GLOUCESTER, VA 23061
[phone]
FAX: [phone]
8500 BELL CREEK ROAD
MECHANICSVILLE, VA 23116
(804) 569-706:
FAX: [phone]
NORTHERN NECK
P.O. BOX 1069
812 RAPPAHANNOCK DRIVE
WHITE STONE, VA 22578
[phone]
FAX: [phone]
CLIENT:
TOWN OF MOREHEAD CITY
PUBLIC WORKS DEPARTMENT
706 ARENDELL ST.
MOREHEAD CITY, NC 28557
PROJECT:
10th STREET PIER AND
GROIN REPLACEMENT
CARTERET COUNTY, NC
RAILING PLAN
a� SEAL
10733
oo°eoo �
„III
7/-
07
OF 7
SCALE:
AS SHOWN