Town of Morehead City (5)

er (o en
[�&CAMA /DREDGE & FILL
GENERAL PERMIT
Previous permit#
�INevv ❑Modification ❑Complete Reissue ❑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 I SA NCAC-'
t
❑ atta Rules hed.
Applicant NaJ' C _t ` �� t' � �' + �' t"'`1 +' �
Project Location: County r i k � 4
1!
ddress 1 {> k' ti ri L .'' `r
Street Address/ State Road/ Lot #(s)
i t `tom
City. ;�� �, t'� ;� . (� ' StateZIP tC
f ft .. ,
j i i i f
Phone # ("1 fr^)%`'" �` �a`� t4 Fax # (_
Subdivision
authorized Agent * °; -'
City i 1 zip
ElCW ElEW ❑ PTA ❑ ES ❑ PTs
Phone # (•i 1) i L. s River Basini, ' i I•. f {' i {
Affected
,
❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A
AEC(s):
Adj. Wtr. Body ! 1 'j /(nat /man /unkn)
❑ PWS• ❑FC:
ORW: /Eno'; PNA /tno Crit.Hab. / no
Closest Maj. Wtr. Body
yes yes yes
�.r �.
%
Type of Project/ Activity {`� ; �Z,�t . C;. •!. r<'� i a. i ., , (
1 , , , ! ; "- t x' i j _ r- ..j i
f ! (Scale:
Pid ck) 1 h
gt
Platform(s)((`?`}i<it,` 'i�Ytt
Finger piers)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore""
max distance offshore_
�Basin,hannelCjf.°,�
cubic yards 1,2 1._)
Boat ramp,-".
Boathouse/ Boatlift
Beach Bulldozing��
Other ! t ?
t _
Shoreline Length
SAy; not sure yes no ._
ISandbags: not sure yes no i
I Moratorium: n/a yes no
Photon. yes no
EWaiverAttached: yes no
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A building permit may be required by: �', . �.. "`, a' { { / ❑ See note on back regarding River Basin rules.
Notes/ Special Conditions
S [. .(`nil i {` i�.� 41! i ( i!
E , (!! 4 1
Agent orApplicant Printed lame PermitOfficer s Signature
{
Z
,Signature ,.:, Please read compliance statement on back of permit Is ng Date t Expiration Date .
Local PlanningJurisdiction ( Rover File Name
Application Fee(s) Check #

Statement of Compliance and Consistency
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, certifythatthis project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar -Pamlico River Basin Buffer Rules F-1 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 comply with these buffer rules.
Division of Coastal Management Offices
Raleigh Office
Mailing Address:
1638 Mail Service Center
Raleigh, NC 27699-1638
Location:
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax: [phone]
Morehead City Headquarters.
400 Commerce Ave
Morehead City, NC 28557
252-808-2808/ 1-888ARCOAST
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
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

COUNCIL
George W. Ballou, Mayor Pro Tem
Demus L. Thompson
William F. Taylor
Diane C. Warrender
Harvey N. Walker, Jr.
March 12, 2015
Heather Styron
jI(��.��''j��(jI7�'��V, j���-��J jI'(7jI'I(Q�ljy Gerald A. Jones, Jr., Mayor
No Co -
NORTH CAROLIN
706 Arendell Street
Morehead City, North Carolina 28557-4234
TEL [phone]
FAX [phone]
www.moreheadcity.nc.gov
NC Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
RE: Tournament Central Weigh Station
General Permit
Dear Ms. Styron:
A
A ��r , i
O ! O n
David S. Whitlow
City Manager
Attached is documentation supporting our request for a general permit to dredge and
construct a weigh in slip for our local fishing tournaments with floating docks, gangways,
fender piles, etc.
I attempted to also include minor dredging (65 CY) at the end of S. 8th St. to ease a
problem being experienced by our tenant, Olympus Dive Charters. Unfortunately, we
have been unable to provide the necessary notification of the adjacent property owner.
t this time I would like to request the removal of this aspect of the work from this
permitting with the understanding that it could be revisited later under a separate permit.
k
Otherwise, your effort in providing this general permit as soon as possible is greatly
appreciated. If there are any questions please feel free to contact me at 252.241.1732.
Sincerely, RECEIVED RECEIVED
MAR 12 2015 MAR ? ,N 1015
David McCabe, DCM-MHD CITY t��M-hi�NS oft
Morehead City Public Works
J,J, 0 71 Sq
CGO,LP
ADA/EOE/P Equal Opportunity Employer Provider

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NO. ! DESCRIPTION BY DATE
PROPOSED
w
r/ CONCRETE BULKHEAD — CONTOURco
S
R.._
3:1 SLOPE — co EXISTING - XISTING TIMBER
DECK & WALKWAY
EXISTING
STRUCTURE
/
/
/
N/F
TOWN OF
MOREHEAD CITY
i TIMBER PIERS & PILES
TO BE REMOVED
AREA TO BE
DREDGED
i N/F 7��
S&R I'
�. LEGACY LLC ,
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% RECEIVED RECEIVED
MAR 2 5 Z015 MAR 12 2015
k��4_��ah I}�►, DCM-MHD CITY
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ARENDELL
, . —11..........,a.,.,
105 NUN 101h SYeet, Sul, 4
U, MheaA City. NC2aW
PHONE: 1252) 6V-Me
FAX [phone]M
xw:r.,IC1Ua41aYHJIgaIt—
North CaroNa C"kiikm4b. C-1509
CLIENT
TOWN OF MOREHEAD CITY
PUBLIC WORK DEPARTMENT
P.O. DRAWER M
MOREHEAD CITY, NC 28557
PROJECT.
DREDGING OF BIG ROCK
TOURNAMENT CENTRAL SLIPS
MOREHEAD CITY, NC
1.11' NAVD 88
0.00' NAVD 88
-0.36' NAVD 88
-2.11' NAVD 88
-6.00' NAVD 88
-8.11' NAVD 88
3.49' MHW
2.11' NAVD 88
1.69' MSL
0.00' MLLW
-3.89' MLLW
-6.00' MLLW
TIDE STAFF
FOR NOAA STA. 8656502
MOREHEAD CITY HARBOR
NOTES:
1. ALL ELEVATIONS RELATIVE TO NAVD 88
VERTICAL DATUM.
2. HYDROGRAPHIC AND LOCATION SURVEY
PROVIDED BY JAMES I. PHILLIPS LAND
SURVEYING, P.A., JAMES PHILLIPS PLS
DATED 12/26114 & 1/17/15.
3. NORMAL HIGH WATER IS LOCATED ALONG
THE CONCRETE BULKHEAD.
4. PROPOSED OTIS LANDING DREDGING
AREA TO-8 NAVD88 = 8,758 SQUARE FEET.
5. PROPOSED OTIS LANDING DREDGING
VOLUME TO -8 NAVD88 = 714 CUBIC YARDS.
I 6. PROPOSED OLYMPUS DIVING DREDGING
AREA TO -6 NAVD88 = 1,635 SQUARE FEET.
7. PROPOSED OLYMPUS DIVING DREDGING
VOLUME TO -6 NAVD88 = 65 CUBIC YARDS.
I.J
SCALE (IN FEET):
0' 30' - 60'
DRAWING TITLE:
PROPOSED DEMOLITION &
DREDGING PLAN
= 30' SHEET N
i'
02105n5 IIII
DBr JJW �I
JWF
r 14062

I -
TOWN OF MOREHEAD DOCK
NEW DOCK TO BE BUILT BY CITY HERE
NEW WEIGH STP
EXISTING
UTILITY BOX
VOTES:
1TIONS
>ED IN THE GIRDERS, JOISTS AND DECWNG TO BE PRES$
O BE CLASS B PILES AND TO BE 12' IN DIAMETER AT EXIT
ED OTHERWISE
RS TO BE T304 STAINLESS STEEL ALL THROUGH BOLTS
GNED FOR A CONCENTRATED VERTICAL LOAD OF 300 PO
=CTION IS U180 WHERE 1' IS THE SPAN LENGTH IN INCI.M
4G MATERIAL TO BE 4' X 5'. ROUNDED EDGE DECKING MN
L BE ALMAG CAST ALUMINUM ALLOY MEETING THE REQUI
I. BE THROUGH BOLTED TO THE DOCK FRAMING AND W M
''TION.
EVALUATE THE EXISTING PUS TO DETERMINE ONES TH
EER AND TOWN. ,
-ICATLONS
S SHALL BE 23 L 14' LONG. •:' W✓DE AND HAVE A 7 HMGEC
= START AND 2'-0' LEV`T.QVG RAMP qT ENO.
E ALUMINUM MEMBERS SHALL CONFORM TO THE CURRET
SPECIFICATIONS AND GUIDE FOR ALUMINUM STRUCTURE
LDING SHALL BE IN ACCORDANCE WRH ANS11AWS D1.2-87
E PERFORMED BY QUALIFIED TIG WELDERS.
SURFACES AND THEIR WELDED JOINTS SHALL BE SMOOTH
RUSIONS SHALL BE 8061-T6 AND 6063-TB ALUMINUM ALLA1
IQQ-A-200.
STEEL FASTENERS TO BE T304.
-END OF GANGWAY TO BE MDS NYLON.
VD TO BE 50 LBS. PER SQUARE FOOT LIVE LOAD.
'O BE LN80 WHERE -I- IS THE L04GM OFTHE GM
'DESIGNED TO HOLD A CONCENTRATED VEIM
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MOREHEAD CITY PUBLIC WORKS
706 ARENDELLST
MOREHEAD CITY, NC 28557
PHONE [phone] FAX [phone]
TRANSMITTAL SHEET
TO: FROM:
Heather Styron David McCabe
FAX: DATE:
3/20/2015
RE: YOUR REFERENCE NUMBER:
S. 8`" St. Dredging — 65 CY
Please find attached the return receipt for the adjacent property owner to the west of the
S. 8 h St. right of way, extended.
As you will recall a request was made with the original submittal of the application to
remove this from the permitting because of difficulties reaching the Wallace Family.
_-- — --Having accomplished the notification of the remaining adjacent -property -owner and -with
the status of our permit incomplete I would ask to now include this dredging so the City
can take advantage of the favorable pricing received in its request for bids.
RECEIVED
MAR 2 0 1015
DCtA-&1HD CITY

��\�,{�r �'jn'j''(''yIIT�u�'- }�'j'��) '[.�Tp Gerald A. Jones, Jr., Mayor
- MORIE�1. 1L 11 AA11.1 .CIT 11
COUNCIL NORTH C^A R O L .1. N A a,
George W. Ballou, Mayor Pro Tern 706Arendell Street
Demus L: Thompson Morehead City, North Carolina 28W--4234 we s58
William F. Taylor TEL [phone]
Diane C. Warrender FAX [phone] , David S. Whitlow
Harvey N. Walker, Jr. www moreheaddty na.gov City Manager
February 922015
CERTIFIED MAIL RETURN RECEIPT REQUESTED -
William B. Wallace
86 Harbor Town Ct.
New Orleans, LA 70131
RE: Notice to Adjacent Property Owners
Application for CAMA Permit
Dredging in Portion of S.. 8 h St. Extended
To Whom It May Concern:
The Town of Morehead City plans to remove approximately 65 cubic yards from the
eastern portion of the riparian area of S: 8th St. Dredged materials will be disposed offsite
at a location provided by the contractor.
In order to obtain a CAMA permit the City is required to provide written notice of the
proposed project to adjoining property owners: The purpose of this letter is to provide
notice of the project in accordance, with the CAMA requirements.
Property owners desiring to comment on the proposed work must do so in writing within
ten (10) days of receipt of this notice. No response will be interpreted as a "no" objection
to the proposed work.
Written comments must be addressed to:
Division of Coastal Management
NC Department of Environment and Natural Resources
400 Commerce Ave.
Morehead City, NC 28557
RECEIVED
MAR 2 0 2015
DCM :"D CITY
ADAMOE/P Equal Opportunity Employer Provider

A copy of the proposed work is attached for your reference as well as an adjacent riparian
owner notification form. It will. not be necessary for you to waive the 15' setback. If you
have any questions, please do not hesitate.to contact me.
Sincerely
r

DUPLIN
LENOIR CRAVEN
JONES
�11 0'I�'��wr
PENDER
IE ....
CARTERET COUNTY
kTLANTIC
OCEAN
AREA OF INTEREST
KT.s
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O7N5115Jjw
r� 1406E

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W
Ll— CONCRETE BULKHEAD
cn
co EXISTING TIMBER
DECK & WALKWAY
j j SN�QP jN/F
/ TOWN OF
I Oi'
MOREHEAD CITY
/ EXISTING 4 � - I
i —•
STRUCTURE
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S&R LEG CY
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WALLACE,
WILLIAM B
/
RECEIVED
j /•
/ 14
MAR 91 7^" i
RECEIVED
MAR 2 0 /
/' iC�MyD CITY
.
IIIIIIIIIIIIIII'-
E�,
ARENDELL
ENGINEERS
CIVI
105 Nab, 10th Straal Sine 4
Maeheed City. NC M7
PHONE: [phone]
FAX: (L52) 622."
Bana.se wakvneeacan
NoM Cerofne Ca5'Scabon Na C-15M
CLIENT
TOWN OF MOREHEAD CITY
PUBLIC WORK DEPARTMENT
P.O. DRAWER M
MOREHEAD CITY, NC 28557
PROJECT.'
DREDGING OF BIG ROCK
TOURNAMENT CENTRAL. SLIPS
MOREHEAD CITY, NC
/
NOTES:
1. ALL ELEVATIONS RELATIVE TO NAVD
88 VERTICAL DATUM.
2. HYDROGRAPHIC AND LOCATION
SURVEY PROVIDED BY JAMES I.
PHILLIPS LAND SURVEYING, P.A.,
JAMES PHILLIPS PLS DATED 12/26/14 &
1/17/15.
3. NORMAL HIGH WATER IS LOCATED
ALONG THE CONCRETE BULKHEAD.,
RECENED
t�AR20 i�;
D�I�, K++I�.FJ CIZY
SCALE (IN FEET):
0' 30' - 60'
DRAWING TITLE:
EXISTING C01WITiIOMS
SHEET*
1' = 37
02/05/15
JJw
JWF
14062

- �17
1 1l' NAVD 88 3.49' MHW
0.00' NAVD 88 2.1 V NAVD 88
-0.36' NAVD 88 1.69' MSL
I '— /•� PROPOSED
i I W
CONCRETE BULKHEAD CONTOURS -2.11' NAVD 88 0.00' MLLW
U) /
3:1 SLOPE
i ao EXISTING TIMBER
DECK & WALKWAY
A
J -6.00' NAVD 88 -3.89' MLLW
SNVPP�O y/• TOWN OF
-8.11' NAVD 88 -6.00' MLLW
/ / I MOREHEAD CITY
EXISTING '
STRUCTURE TIDE STAFF
TIMBER PIERS & PILES FOR NOAA STA. 8656502
I TO BE REMOVED MOREHEAD CITY HARBOR
DD n
° I
DDDDD D ' / I
DD
DpD °D �D �D�O-D,• ,•• D°D° D°
DDDDD D�D D°DDDD - II
DDDDD DDDDDDD /
DDDDDDD D i I.
i GOVED
�•�' MAR 2 0 %1r;
�a,-fly9Wp CIN
I, IIIIIIIIIIIIII, IIIIIIIIIIII,-_
m
/ NOTES:
1. ALL ELEVATIONS RELATIVE TO NAVD 88
1 / / VERTICAL DATUM.
2. HYDROGRAPHIC AND LOCATION SURVEY
PROVIDED BY JAMES I. PHILLIPS LAND
a' I
�. SURVEYING, P.A.,AMES PHILLIPS PLS J
AREA TO BE — DATED 12126/14 & 1/17/15.
DREDGED 3. NORMAL HIGH WATER IS LOCATED ALONG
THE CONCRETE BULKHEAD.
/ • I .-\� ! L 4. PROPOSED OTIS LANDING DREDGING
•
N/F //� \ >�, AREA TO -8 NAVD88 = 8,758 SQUARE FEET.
S&R Ia 5. PROPOSED OTIS LANDING DREDGING
LEGACY LLC I VOLUME TO -8 NAVD88 = 714 CUBIC YARDS.
i 6. PROPOSED OLYMPUS DIVING DREDGING
AREA TO -6 NAVD88 =1,635 SQUARE FEET.
r 7. PROPOSED OLYMPUS DIVING DREDGING
VOLUME TO -6 NAVD88 = 65 CUBIC YARDS.
RECEIVED
• MAR 2 0 2015
SCALE (IN FEET):
0' 30' 60'
ARENDELL
ENGINEERS
CIVIL • COASTAL • 1-11 MMiNTAL
105 North ION Sirmt Suite 4
MDTahaad City, NC 2W
PHONE (252)M-M _
FAX (252) U245M
Nrvarerdeiergnaas.can -
North Canine Cerbkakn Na C-1509
CLIENT.
-
TOWN OF MOREHEAD CITY
PUBLIC WORK DEPARTMENT
P.O. DRAWER M
MOREHEAD CITY, NC 28557
PROJECT
DREDGING OF BIG ROCK
TOURNAMENT CENTRAL SLIPS
MOREHEAD CITY, NC
DRAWING 7111E
PROPOSED DEMOLITION &
DREDGING PLAN
' SCALE
R EEr a
1*=3T
DATE
ozroslls
DRAWN BY:
-
iJw
APPROVED BY:
.
JWF
PROJECT[ 14062.

■ Complete Items 1.2• and 3. Also complete A. Sig
Item 4 If Restricted Delivery is desired. y �Age.n
■ Pft your name and address on the reverse
so that We can return the Card to you. B. eceWed by (Printed Name] C. Date of De
a Attach this card to the back of the mailpiec
Or on the front If space permits. D. Is deWeq address different from item 1? • CI Yes
'<> 1. Article Addressed to: Ify enter daUvery address below,
No
U�,�,Gcwm 8 • C�;IZ� -
N
a4dwJ1wn .
d ipe
MalP a Dail
• ' ' m LL LL i I ❑ Registered CI Reftim Receipt Merc ha
g m g .e r:c e _ ❑ h=red Mail CI Collect on DeAvery
4. Restricted De6very'1 #BMv Fee) D Yes
Article Nmber
cc '0
g 2' 7Q14- -2870 0000 6982 5498 i
—
r" cc]
PS Form 3811. July 2013 Do nestic Retum Receipt
96i15 2969 0000 OZ92 KOZ — _..---- ----= - — --
0
RECEIVED
MAR 2 0 701h
OCM-MHD CITv
UNnW STATES POSTAL SERVICE"
First-Class Mail
Postage & Fees R
USPS
Pend No. G10
• Sender. Please print your name, address. and ZIP+4® in this box*
TOWN OF MOREHEAD CITY
706 ARENDELL STREET
MOREHEAD CITY, NC 28557
11111111i' I I fillsI11r 1 1 r 1 11 Jill II1111 ,I' r
RECEIVED
I,�AR 2 K 1015
• 'Ml lU roil !

COUNCIL
George W. Ballou, Mayor Pro Tam
Demus L. Thompson
William F. Taylor
Diane C. Warrender
Harvey N. Walker, Jr.
February 9, 2015
M ®II E H E • � C IT_ ` Gerald A Jones, Jr., Mayor
d47\l\J�lj.' a�Ppf CST` .
—NORTH CAROLINA
706 Arendell Street
Morehead City, North Carolina 28557-4234
TEL [phone]
FAX [phone] David S. Whitlow
www.moreheaddty.na gov City Manager
CERTIFIED MAIL RETURN RECEIPT REQUESTED.
Olympus Dive Shop
713 Evans St.
Morehead City, NC 28557
RE: Notice to Adjacent Property Owners
Application for CAMA Permit
Slip Improvements & Dredging @ 709 Shepard St.
Dredging in Portion of S. 8 St. Extended
To Whom It May Concern:
The Town of Morehead City plans to improve the boat slip immediately west of the
proposed Ottis' Landing deck as a permanent weigh station for various local fishing
tournaments.
In order to obtain a CAMA permit the City is required to provide written notice of the
proposed project to adjoining property owners. The purpose of this letter is to provide
notice of the project in accordance with the CAMA requirements.
Property owners desiring to comment on the proposed work must do. so in writing within
ten (10) days of receipt of this notice. No response will be interpreted as a "no" objection
to the proposed work.
Written comments must be addressed to:
Division of Coastal Management RECEIVED
NC Department of Environment and Natural Resources MAR 2 5 2015
400 Commerce Ave.
Morehead City, NC 28557 RECEIVED`��V�
MAR 1 2 2015 .
aCr,'�_k311��" NItY
ADA/EOE/P Equal. Opportunity Employer Provider

A copy of the proposed work is attached for your reference as, well as an adjacent riparian
owner notification form. It will not be necessary for you to waive the 15' setback. If you
have any questions, please do not hesitate to contact me.
Sincerely
David McCabe, Direc r
Public Works
RECEIVED
MAR 9 ri
AA- iUrj?`iry
RECEIVED
MAR 19, 7015
ti��-ti�Nrs rth

■ Complete items 1, 2, and 3. Also complete
Item 4 if Restricted Delivery is desired.
■ 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 mailpieee,
or on the front if space permits.
1. Article Addressed to:
A. Signature
X e"nt
/ , ❑ Adgdressee
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If YES, enter delivery address below: ❑ No
'713 2� ,
3. Sery Type
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IUG ❑ Registered ❑ Return Receipt for Merchandise
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8 � 4. Restricted Delivery? (Extra Fee) ❑ Yes i
2. Article Number 7 014 2870 0000 6982 5 511
(transfer from service labeO
PS Form 88y 1, July 2013 ! Domestic Return Receipt
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RECEIVED
MAR 12 2015
DCM-MHO dtfi
RECEIVER
MAR 'q 7015
i,'�x, 'In?`ijv

LENOIR _ ) CRAVEN
JONES
DUPLIN
ONSLOW
PENDER
HIGHWAY 70
tw.w,.R
Beacon o
o Beacon
O Ligh ROGUE SOUND
AARENDELL
PROJECT TRLE
PREPARED FOR-
•.� •�.•...•,.".•.•..••
�mmmion..ns.�
DREDGING ROCK
TOWN OF MOREHEAD CITY
wn a mnm�
TOURNAMENT CENTRAL SUPS
PUBLIC WORK DEPARTMENT
MORETIEAD GTY, NC
DRAWER
mmc.o�v4,mwawcibu
MOREHEHE AD CITY, NC 28557
CARTERET COUNTY
3-04=pl sa
Chi PROJECTmmm
1r LOCATION t- - _ 3
ATLANTIC
OCEAN
RECEIVED
MAR 12 2015
DCM-MHD CITY
AREA OF INTEREST
RLCEIVEG
MAR 2 j 2015
:D•••', -26
,=rF=DOWNTOWN
MOREHEAD CITY
anpl
.�' N.C. PORT
SUGARLOAF
lot ISLAND 111111
�J
Wq T CRW,4 Y
off°
Dolphins
DRAWING TIRE.' N"E ere
NT-'
VICINITY MAP �� 07'�"5 01
wxxe JAW
ire 1 M0

MOREHEAD EAD CITY Gerald A- Jones, Jr., Mayor
COUNCIL NORTH C A R O L I N A Z
0 o a o
George W. Ballou, Mayor Pro Tem 706Arendell Street o ,
Demus L Thompson Morehead City, North Carolina 28557-4234
William F. Taylor TEL [phone]
Diane C. Warrender FAX [phone] David S. Whitlow
Harvey N. Walker, Jr, www.moreheadoitync.gov City Manager
February 9, 2015
CERTIFIED MAIL RETURN RECEIPT REQUESTED
Captain Bill's Restaurant
701 Evans St.
Morehead City, NC 28557
RE: Notice to Adjacent Property Owners
Application for CAMA Permit
Slip Improvements & Dredging @ 709 Shepard St.
To Whom It May Concern:
The Town of Morehead City plans to improve the boat slip immediately west of the
proposed Ottis' Landing deck as a permanent weigh station for various local fishing
tournaments.
In order to obtain a CAMA permit the City is required to provide written notice of the
proposed project to adjoining property owners. The purpose of this letter is to provide
notice of the project in accordance with CAMA requirements.
Property owners desiring to comment on the proposed work must do so in writing within
ten (10) days of receipt of this notice. No response will be interpreted as a "no" objection
to the proposed work.
Written comments must be addressed to: RECEIVED
Division of Coastal Management MAR 2.5 2015
NC Department of Environment and Natural Resources K�4
-ky4 P �1 +'11
400 Commerce Ave.
Morehead City, NC 28557 RECEIVED
LIAR 12 1015
DCM-MHD CITY
ADA/EOE/P Equal Opportunity Employer Provider

A copy of the proposed work is attached for your reference as well as an adjacent riparian
owner notification form. It will not be necessary for you to waive the 15' setback. If you
have any questions, please do not hesitate to contact me.
Sincerely
David McCabe
Morehead City Public Works
RECEIVED
MAR 2 5 2015
RECEIVED
MAR 12 2015
bCM-MHO CIN

szl:tFi iA�l—itv'1VIHIL 1'iCl'rClr l - °' '
;.For "delivey information,,".Wslt our.;tdebslte at tvivty usps com®
I
SE
0IT
--------------------------------------------------------
1
Laisym
PS Form,3800�,�uly20{4'. Seejieverseforf; wction.

311=15
English
CastomerService USPS Mobile
USPS.com®- USPS TrackingTM
Register/Signln
USPS Tracking"
Tracking Number. 70142870000069825504
Updated Delivery Day: Friday, February 27, 2015
Product & Tracking Information
Postal Product: Extra Svc:
Certified Mail''
DATE 8. TIME
STATUS OF ITEM
LOCATION
February 27, 2015 , 2:25
Delivered
MOREHEAD
om
CrIY, NC 28557
Your item was delivered at 2:25 pm on February 27, 2015 in MOREHEAD CITY, NC 28557.
February 27, 2015 ,10.00
Available for Pickup
MOREHEAD
am
CITY. NC 28557
February 27, 2015 , 8Z5 am
Arrived at Unit
MOREHEAD
CITY, NC 28557
February 26, 2015, 1 -.43 pm
z Departed USPS Facility
FAYETTEVILLE, NC 28302
February 26, 2015 , 9:58 am
Arrived at USPS Facility
FAYETTEVILLE. NC 28302
February 25, 2015 , 528 am
Departed USPS Facility
RALEIGH, NC 27676
February 23. 2015 , 8.43 am
Arrived at USPS Facility
RALEIGH, NC 27676
February 17, 2015 ,10.19
Forwarded
MOREHEAD CITY, NC
am
February 17, 2015 , 927 am
Arrived at Unit
MO
CITY.NNC C 228 8557
February 15. 2015 ,11:18
Departed USPS Facility
FAYETTEVILLE, NC 2a302
pm
February 12, 2015 , 8:43 am
Forwarded
MOREHEAD CITY, NC
February 12, 2015 , 8:02 am
Sorting Complete
MOREHEAD
CITY, NC 28557
einocucen
Customer Service >
Have questions? We're here to heip.
Available Actions
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Return Receipt After Mailing
RECEIVED
MAR 2 5 2015
RECEIVED
MAR 12 2015
RECEIVED
W

LENOIR _ -) CRAVEN
JONES
DUPLIN
ONSLOW
PENDER
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o Beacon
O Ligh BOGUE SOUND
CARTERET COUNTY
Spi s�
Chi PROJECT �T;'�_
1� LOCATION (V_ I--l3
ATLANTIC
OCEAN
RECEIVED
MAR 12 2015
AREA OF INTEREST
DOWNTOWN
MOREHEADCITrY
t►� ' N.C. PORT j l
c1tc ), j
Qrb°r I SUGARLOAF . `.
_ -
pi ISLAND
��.
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PREPARED FOR
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DREDGING OF BIG ROCK
CENTRAL SLIPS
TOWN OF MOREHEAD CITYTOURNAMENT
PUBLIC WORK DEPARTMENT
VICINITY MAPMORE14EAD
CRY. NC
P.O. DRAWERMMOR84EAD
E
CITY, NC 28557

|
NODESCRIPTION DATE
PROPOSED
CONCRETE BULKHEAD CONTOURS
3-1 SLOPE
co EXISTING TIMBER
DECK & WALKWAY
EXISTING MOREHEAD CITY
STRUCTURE
TIDE STAFF
TIMBER PIERS & PILES
FOR NOAA STA. 8656502
TO BE REMOVED MOREHEAD CITY HARBOR
� NOTES
~ ^/ 1ALL ELEVATIONS RELATIVE TONAVD88
VERTICAL DATUM.
l HYDROGRAPH|CAND LOCATION SURVEY
PROVIDED BY PH|LL|PSLAND
~.� �
� ---- �'-_� -_'_
\ / SURVEYING, �� �MESPH��SPB
/\����T��� .�~- '
^- DATED 12D8U4& 1/17M5�
DREDGED[)
3. NORMAL HIGH WATER |SLOCATED ALONG
THE CONCRETE BULKHEAD.
N/F 4. OTSLAND|NGDREDGING
�_- AREATO-8NAVD88=8758SOUAREFEET
S&R .~ �
5. PROPOSED OTSLANDING DREDGING
,~^
LEGACY ' ,'~� UMET0'8NAVD88=714CUBIC YARDS
h. PROPOSED OLYK8PUSDIVING DREDGING
AREA TO'8NAVD88=1.835SQUARE FEET.
7� PROPOSEDOLYk�PUSD|NNSDREDG|NG /
~^ |
,~ VOLUME TO'GNAVD88=S6CUBIC YARDS.
/
, RECEIVED �� !
;
�
��0� MAR 2 �
| /
RECEIVED"�
-AR . |
' ��78�
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SCALE
(IN FEET)-
121cm-I'mplo CITY
^ _
/ of 30' 601 ||
'
A
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APPROVED By
|
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| PROJECT ' 14062

TOWN OF MOREHEAD DOCK
NEW DOCK TO BE BUILT BY CITY HERE
NEW WEIGH SV
EXISTING
UTILITY BOX
VOTES:
SIONS
;ED IN THE GIRDERS, JOISTS AND DECKING TO BE PRESS
O BE CLASS B PILES AND TO BE 1Z. IN DIAMETER AT Dn
ED OTHERWISE
RS TO BE T304 STAINLESS STEEL ALL THROUGH BOLTS
GNED FOR A CONCENTRATED VERTICAL LOAD OF 3D0 po
FCTION IS U180 WHERE'L• IS THE SPAN LENGTH IN INCHE
4G MATERIAL TO 13E 7 X S' ROUNDED EDGE'DECIONG MA.
L. BE ALMAG CAST ALUMINUM ALLOY MEETING THE REOUI
L BE THROUGH BOLTED TO THE DOCK FRAMING AND WM
rTION.
'EVALUATE THE EXISTING PILES TO DETERMINE ONES TW
EERANDTOWN.
=(CATIONS
SHALL BE 23 614' LONG, 4. 1W IIL-ALILidy(AIF,'e,':'1y0411i
START AND 2-0' LEVELING RAMP AT END
E ALUMINUM MEMBERS SHALL CONFORM TO THE CURRB
SPECIFICATIONSANDGUIDE FORALUMNUMSTRUCTURE
LDING SHALL BE N ACCORDA.NCE WITH ANSVAWS D1.2-W
E PERFORMED BY QUALIFIED i1G WELDERS.
3URFACES AND THEIR WELDED JOINTS SHALL BE SMOOTF
RUSIONS SHALL BE 608E-T6 AM 6063•T6 ALUMINUM ALL.O'
i 00-0-200. _
STEEL FASTENERS TO BE T304,
-ENDOFGANGWAYTOSE MD3mC)K
1AD TO BE SO L.B& PER SQUARE FOOT LINE LOAD.
"0BE U180 YH4ERE'L.• IS THE LaAGTH OFTHE M
'DESIGNED TO HOLD A CONCENTI ATE D VIgM
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LENOIR _ -) CRAVEN
JONES
DUPLIN
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Beacon
Ligh ROGUE SOUND
CARTERET COUNTY
I PROJECT
-ir LOCATION
AARENDELL
PROAECTTnLB
ia:nnion v�xse• -
DREDGING OF BIG ROCK
TOURNAMENT CENTRAL SUPS
FM qqjn�
MOREHEAD CITY, NC
:: on c.m. n.vrmx. c:son
ATLANTIC
OCEAN
RECEIVED
MAR 12 105
00 w10' urlM?-I"
AREA OF INTEREST
DOWNTOWN
MOREHEAD CITY
anMl • L ,
I I I N.C. PORT
SUGARLOAF
ISLAND
WgTERWAY
3
PREPAREDFOR.
scae
DRAKING 717LF.
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ate.
TOWN OF MOREHEAD CITY
PUBUC WORK DEPARTMENT
P.O. DRAWER M
VICINITY MAP
ah
02/05115
O�
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JJN
MOREHEAD CITY, NC 28557
v mcc r
1062

I /
w
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00 EXISTING TIMBER
DECK & WALKWAY
�QP�O
I
i
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N/
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DDDDDDDDDDDDDDD
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N/F
WALLACE,
WILLIAM B
RECEIVED
�.� MAR J 9 2015
AREN DELL
ENGMEERS
iu�- CIVIL. COASTAL• ENVIRONMENTAL
105 North 10th Street, Suite 4
Morehead City, NC28%7
PHONE [phone]
FAX: [phone]
~..merdd&VrIeerIL=
North Cm IrIa Ceifficafim Ate. C-1509
CLIENT.•
TOWN OF MOREHEAD CITY
PUBLIC WORK DEPARTMENT
P.O. DRAWER M
MOREHEAD CITY, NC 28557
PROJECT
DREDGING OF BIG ROCK
TOURNAMENT CENTRAL SLIPS
MOREHEAD CITY, NC
NOTES:
1. ALL ELEVATIONS RELATIVE TO NAVD
88 VERTICAL DATUM.
2. HYDROGRAPHIC AND LOCATION
SURVEY PROVIDED BY JAMES I.
PHILLIPS LAND SURVEYING, P.A.,
JAMES PHILLIPS PLS DATED 12/26/14 &
1/17/15.
3. NORMAL HIGH WATER IS LOCATED
ALONG THE CONCRETE BULKHEAD.
SCALE (IN FEET):
0' 30' 60'
DRAWING URE
EXISTING CONDITIONS
r=v
SHEET#
02ro5A5
02
JJW
JWF
14062

RECEIVED
MAR 19 ?01§
N/F
TOWN OF
MOREHEAD CITY
TIMBER PIERS & PILES
TO BE REMOVED
/ AREA TO BE
DREDGED
N/F �.
S&R /
LEGACY LLC
r�
" ARENDELL
ENGINEERS
' CIVIL• COASTAL• ENVIRONMENTAL
105 North 1Dth Street Suite 4
Morehead City, NC 29557
PHONE (252) W-208
FAX [phone]M
www.mendellanpaaars.can
North Camiaa Carti5ca9orl No C•1509
CLIENT..
TOWN OF MOREHEAD CITY
PUBLIC WORK DEPARTMENT
P.O. DRAWER M
MOREHEAD CITY, NC 28557
PROJECT.•
DREDGING OF BIG ROCK
TOURNAMENT CENTRAL SLIPS
MOREHEAD CITY, NC
1.1 V NAVD 88 3.49' MHW
0.00' NAVD 88 2.11' NAVD 88
-0.36' NAVD 88 1.69' MSL
-2.11' NAVD 88 Y'1 0.00' MLLW
-6.00' NAVD 88 rW -3.89' MLLW
-8.1 V NAVD 88 LM-6.00' MLLW
TIDE STAFF
FOR NOAA STA. 8656502
MOREHEAD CITY HARBOR
NOTES:
1. ALL ELEVATIONS RELATIVE TO NAVD 88
VERTICAL DATUM.
2. HYDROGRAPHIC AND LOCATION SURVEY
PROVIDED BY JAMES I. PHILLIPS LAND
SURVEYING, P.A., JAMES PHILLIPS PLS
DATED 12126/14 & 1/17/15.
3. NORMAL HIGH WATER IS LOCATED ALONG
THE CONCRETE BULKHEAD.
4. PROPOSED OTIS LANDING DREDGING
AREA TO -8 NAVD88 = 8,758 SQUARE FEET.
5. PROPOSED OTIS LANDING DREDGING
VOLUME TO -8 NAVD88 = 714 CUBIC YARDS.
6. PROPOSED OLYMPUS DIVING DREDGING
AREA TO -6 NAVD88 =1,635 SQUARE FEET.
7. PROPOSED OLYMPUS DIVING DREDGING
VOLUME TO -6 NAVD88 = 65 CUBIC YARDS.
SCALE (IN FEET):
0' 30' 60'
DRAWING 717M
PROPOSED DEMOLITION &
DREDGING PLAN
scut:
1*=30'
SHEET►
DATE:
02(05(15
O w
DRAWN BY:
JJw
APPROVED BY:
Jw�
PRO,ECTi. 14062

w I
I
CONCRETE BULKHEAD i I
co EXISTING TIMBER
DECK & WALKWAY
S. j
S`�`�PP�O . �• I .N/F I
EXISTING / j: MOREHEAD CITY
• '+
D
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N/F
WALLACE,
WILLIAM B
AAREN DELL
ENGINEERS
CIVIL • COASTAL • aeVIRON—MTAL
105 NoM 10th Street Sella 4
Morehead City. NO 28V
PHONE: [phone]
FAX: [phone]
w ..menddwgf ,irIL=
Na M CamAna CerSScdm Na C•1509
CUENT.•
TOWN OF MOREHEAD CITY
PUBLIC WORK DEPARTMENT
P.O. DRAWER M
MOREHEAD CITY, NC 28557
PROJECT.
DREDGING OF BIG ROCK
TOURNAMENT CENTRAL SLIPS
MOREHEAD CITY, NC
RECEIVED
MAR » 7015
DCM-tulH�i (�`I�r4
NOTES:
1. ALL ELEVATIONS RELATIVE TO NAVD
88 VERTICAL DATUM.
2. HYDROGRAPHIC AND LOCATION
SURVEY PROVIDED BY JAMES I.
PHILLIPS LAND SURVEYING, P.A.,
JAMES PHILLIPS PLS DATED 12/26/14 &
1/17/15.
3. NORMAL HIGH WATER IS LOCATED
ALONG THE CONCRETE BULKHEAD.
SCALE (IN FEET):
0' 30' 60'
DRAMNG TITLE:
EXISTING CONDITIONS
0.
1' = 30' SHEET
02/05/15
JJw 02
JWF
14062

1.11' NAVD 88 3.49' MHW
i i
/
I
• i'
0.00' NAVD 88 2.11' NAVD 88
w
I
PROPOSED
-0.36' NAVD 88 1.69' MSL
I
I
V CONCRETE BULKHEAD
CONTOURS
I c„
-
-2.11, NAVD 88 0.00' MLLW
! 00
I
EXISTING TIMBER
3:1 SLOPE -
I
DECK & WALKWAY
=
�.J S-�R�G��
-6.00' NAVD 88 -3.89' MLLW
N
i' E
TOWN OF
I
/
I MOREHEAD CITY
-8.1 V NAVD 88 -6.00' MLLW
�.�
EXISTING I
�•
STRUCTURE
TIDE STAFF
i
TIMBER PIERS & PILES
FOR NOAA STA. 8656502
TO BE REMOVED
MOREHEAD CITY HARBOR
' � I
p°Dpo°°°pop. D^ •° o°p° p°
o°e°t •°'o°o°> o°o ry
DpD°pppp°ppp°p°pp° / i
pD°pppppDppp°D° III I
. °pppppppppp
I G�/ f
• it / �
AREA TO BE
DREDGED
N/F
S&R I' /
LEGACY LLC �
I/
ARENDELL
ENGINEERS
105 North 10N Street Stile I
Morehead City NC 28V
PHONE: (252) M-M
FAX: [phone]%5
w .maadeflwo eaa.=
North Cardna Certi8caffm Na C•1509
CLIENT.•
TOWN OF MOREHEAD CITY
PUBLIC WORK DEPARTMENT
P.O. DRAWER M
MOREHEAD CITY, NC 28557
PROJECT.•
DREDGING OF BIG ROCK
TOURNAMENT CENTRAL SLIPS
MOREHEAD CITY, NC
NOTES:
1. ALL ELEVATIONS RELATIVE TO NAVD 88
VERTICAL DATUM.
2. HYDROGRAPHIC AND LOCATION SURVEY
PROVIDED BY JAMES I. PHILLIPS LAND
SURVEYING, P.A., JAMES PHILLIPS PLS
DATED 12/26/14 & 1/17/15.
3. NORMAL HIGH WATER IS LOCATED ALONG
THE CONCRETE BULKHEAD.
4. PROPOSED OTIS LANDING DREDGING
AREA TO -8 NAVD88 = 8,758 SQUARE FEET.
5. PROPOSED OTIS LANDING DREDGING
VOLUME TO -8 NAVD88 = 714 CUBIC YARDS,
6. PROPOSED OLYMPUS DIVING DREDGING
AREA TO -6 NAVD88 =1,635 SQUARE FEET.
7. PROPOSED OLYMPUS DIVING DREDGING
VOLUME TO -6 NAVD88 = 65 CUBIC YARDS.
SCALE (IN FEET):
0' 30' 60'
DRAWING RME
PROPOSED DEMOLITION &
DREDGING PLAN
1'=3T
02I0M5
JJW
JWF
14062

J'ncelvueLLrnwecrnAE PREPARED R DRAWING TIRE! PGINEERS
scae �.
105welomftsKsa,7 DREDGING OF BIG ROCK TOWN OF MOREHEAD CITY onre
''1ml-ddl'•"c'8' TOURNAMENT CENTRAL SUPS PUBLIC WORK DEPARTMENT VICINITY MAP 02105MSKocm4mml O�
MOREHEAD CITY. NC P.O. DRAWER M oan�x,ev JJW V
rmd c.oti, cnmEm�rx c�sos MOREHEAD CITY, NC 28557 Prro.Ecrr.
14062

LENOIR _ , CRAVEN
JONES
DUPLIN
ONSLOW
PENDER
HIGHWAY 70
.• Ilan.
Beacon o
o Beacon
o Ligh BOGUE SOUND
CARTERET COUNTY
ATLANTIC
OCEAN
RECEIVED
MAR 12 2015
N?'MI_ lwUm N-w
AREA OF INTEREST
DOWNTOWN
MOREHEAD CITY
a 4i.'L G
bO
Tlr SUGARLOAF J
t ISLAND l
--
Wq TERwAY
DELL
A
PROJECT TIREFMOREMEAD
ARED FOR
'A
imx.nima.w any
DREDGING OF BIG ROCKOREHEAD
CITY
TOURNAMENT CENTRAL SUPSK
DEPARTMENT
rPsn anam
MOREHEAD GTY, NCRAWERM
e4`"s"""""
wsmc.m,. cr..rwo,w c.ivs
CITY, NC 2MOW
' N.C. PORT j
cevc
DRAWING FITLE:
NTS
veepr
VICINITY MAP
6w 0705"5
u¢urm ev
O�
JJN
c mccr.
1E062

I
m
n
NEW WEIGH STAT
EXISTING
UTILITY BOX
SPECIFICATION NOTES:
DOCK SPECIFICATIONS
1. ALL WOOD USED IN THE GIRDERS, JOISTS AND DECKING TO BE PRESS
2. ALL PILINGS TO BE CLASS B PILES AND TO BE 12' IN DIAMETER AT EXIT
UNLESS NOTED OTHERWISE.
3. ALL FASTENERS TO BE T304 STAINLESS STEEL. ALL THROUGH BOLTS
GALVANIZED.
4. DOCK IS DESIGNED FOR A CONCENTRATED VERTICAL LOAD OF 300 PC
5. DESIGN DEFLECTION IS U180 WHERE "L" IS THE SPAN LENGTH IN INCH
6. WOOD DECKING MATERIAL TO BE 2" X 6" ROUNDED EDGE'DECKING M/
7. CLEATS SHALL BE ALMAG CAST ALUMINUM ALLOY MEETING THE REQL
QQ-A-571F.
8. CLEATS SHALL BE THROUGH BOLTED TO THE DOCK FRAMING AND WIl
IN ANY DIRECTION.
9. CONTRACTOR EVALUATE THE EXISTING PILES TO DETERMINE ONES T
WITH ENGINEER AND TOWN.
GANGWAY SPECIFICATIONS
1. THE GANGWAYS SHALL BE 23 & 14' LONG, 4' WIDE AND HAVE A 2' HINGI
HINGE AT THE START AND 2'-0" LEVELING RAMP AT END.
2. DESIGN OF THE ALUMINUM MEMBERS SHALL CONFORM TO THE CURR
ASSOCIATION SPECIFICATIONS AND GUIDE FOR ALUMINUM STRUCTUI
3. ALUMINUM WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS D1.2-
AND SHALL BE PERFORMED BY QUALIFIED TIG WELDERS.
4. ALL EXPOSED SURFACES AND THEIR WELDED JOINTS SHALL BE SMOC
5. ALUMINUM EXTRUSIONS SHALL BE 6061-T6 AND 6063-T6 ALUMINUM ALI
SPECIFICATION QQ-A-200.
6. ALL STAINLESS STEEL FASTENERS TO BE T304.
7. ROLLERS USED AT END OF GANGWAY TO BE MDS NYLON.
8. GANGWAY DESIGN LOAD TO BE 50 LBS. PER SQUARE FOOT LIVE LOAD
9. MAXIMUM DEFLECTION TO BE U180 WHERE "L" IS THE LENGTH OF THE
10. DECKING TO BE NON-SKID DESIGNED TO HOLD A CONCENTRATED VE
11. HANDRAILS SHALL BE DESIGNED FOR A HORIZONTAL LOAD OF 20 LB8
TOWN OF MOREHEAD DOCK
NEW DOCK TO BE BUILT BY CITY HERE
9 ol-nil .1 r-1_ net '4 Ol nil 4 Of nil
12. ENTRY END OF THE GANGWAY TO BE HINGED AND CONTRACTOR SHALL ADAPT TO EXISTING DOCK MOUNTING SURFACE.
13. TOP HANDRAIL SHALL EXTEND 12" PAST THE WALKING SURFACE OF THE GANGWAY. o
14. INSTALL 0.25XT ALUMINUM KICK PLATE ON BOTH SIDES, FULL LENGTH OF THE GANGWAY.
9
15. AN EXAMPLE GANGWAY IS ATTACHED.
16. NOTE: CONSTRUCTION TO ADHERE TO 2012 NORTH CAROLINA BUILDING CODE AND MOREHEAD CITY CODES.
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FILE I BIG ROCK
LISTED
APPVD. BY WAG
DATE 2-11-15
DRAWING NUMBER
B - 1
3
I

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T—IC
CD
4'-0"
22" 1/ 2211
TYPICAL 2X4
C BUOYANCY UNIT
B_2 SCALE: 1" = V-0"
OUTER RIM - 2 - 2X10, 1 - 2X6 —
BOTH SIDES AND BOTH ENDS
FLAT WASHER, AND NUT. HDG
2X6 P.T. DECKING -�
I — II
0
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VOID AREAS
TION
TOP PILE
STOP PILE
1
Iff-M—ulm"
CLASS "B" PILING, EMBED 12' INTO
BOTTOM, JET WASH TO 9' AND DRIVE
REMAINING 3'. TOP OF PILING TO BE
@ 8.20' +/- ELEVATION
ELEVATION "A" FLOATING DOCK = 1.26'
ELEVATION "B" FLOATING DOCK = 0.10'
CLASS "B" STOP PILING -,-_
BOLT TO MAIN PILING WITH
3-5/8" HDG THROUGH BOLTS
#10 SS SCREW 1 1/2"LONG (30/10' SECTION
@819 O.C.
3 1/2" x 1 1/4" x 10'-0" BUMPER
PLAN VIEW
ATYPICAL DOCK BUMPER
SECURE WITH B-2 SCALE: 3" = V-0"
#10 SS SCREWS W/WASHERS
TOP AND BOTTOM @ 8" O.C.
3-1/2" X 1-1/4" X 10'-0" BUMPER
-- - - MODEL # VE-TMP 5007B
I 5/8" X 6" HDG BOLT
3/8" X 2" LAG BOLTS. HDG
.. 2X4/2X2 FLOTATION UNIT
DECK EDGE W/THROUGH HDG BOLTS
ELEVATION OF
STREET DECK = 4.20't
TOP OF FLOAT STOP
SECTION "B
SCALE: 1 1/2" = l'-0"
ELEVATION = 4.20' +/-
TOP OF PILING
METAL FRAME
,- 2X6 P.T. DECKING
DBL. 2X6 BRACES
ALL AROUND
18" ROLLER MODEL # IPG-18
(4) - PER PILING
FLOATING DOCK PLAN
SCALE: 1/2" = 1'-0"
1811 1811
O
2x6 P.T. DECKING
2 - 3 x10 P.T. JOISTS O
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8'-6"
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DBL. 2X4 BRACE
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2x6's PT, 2X10 F
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SECTION "A" -"A"
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s PT, 2X10 P.T.
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SCALE: 1 /2" = 1'-0"
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FILE BIG ROCK
LISTED
4PPVD. BY WAG
DATE 1 2—I1—I5
DRAWING NUMBER
B — 2
OF
®m
SCALE: NTS
SCALE:NTS

2X6 P.T. DEr"'"' ^-
3 X10 P.
2 X2 P.T. LEDGI
1 \./ I L. - V /\ I V 1. 1. \7 I I\ V L I
TYPICAL PILING/DOUBLE GIRDER CONNECTI
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P.T. PILING
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DRAWN BY I RFS SCALE
FILE I BIG ROCK
LISTED
APPVD. BY WAG
DATE 2-11-I5
DRAWING NUMBER
B - 3
TYPICAL PILING/SINGLE GIRDER CONNECTION
SCALE: 1 1/2" = 1'-0"
N

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NEW WEIGH STATI
EXISTING
UTILITY BOX
SPECIFICATION NOTES:
DOCK SPECIFICATIONS
1. ALL WOOD USED IN THE GIRDERS, JOISTS AND DECKING TO BE PRESS
2. ALL PILINGS TO BE CLASS B PILES AND TO BE 12' IN DIAMETER AT EXIT
UNLESS NOTED OTHERWISE.
3. ALL FASTENERS TO BE T304 STAINLESS STEEL. ALL THROUGH BOLTS
GALVANIZED.
4. DOCK IS DESIGNED FOR A CONCENTRATED VERTICAL LOAD OF 300 PC
5. DESIGN DEFLECTION IS U180 WHERE "L” IS THE SPAN LENGTH IN INCH
6. WOOD DECKING MATERIAL TO BE 2" X 6" ROUNDED EDGE'DECKING M)
7. CLEATS SHALL BE ALMAG CAST ALUMINUM ALLOY MEETING THE REQI
QQ-A-571F.
8. CLEATS SHALL BE THROUGH BOLTED TO THE DOCK FRAMING AND WI"
IN ANY DIRECTION.
9. -CONTRACTOR EVALUATE THE EXISTING PILES TO DETERMINE ONES T
WITH ENGINEER AND TOWN.
GANGWAY SPECIFICATIONS
1. THE GANGWAYS SHALL BE 23 & 14' LONG, 4' WIDE AND HAVE A 2' HINGI
HINGE AT THE START AND 2'-0" LEVELING RAMP AT END.
2. DESIGN OF THE ALUMINUM MEMBERS SHALL CONFORM TO THE CURR
ASSOCIATION SPECIFICATIONS AND GUIDE FOR ALUMINUM STRUCTU
3. ALUMINUM WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS 131.2-
AND SHALL BE PERFORMED BY QUALIFIED TIG WELDERS.
4. ALL EXPOSED SURFACES AND THEIR WELDED JOINTS SHALL BE SMOC
5. ALUMINUM EXTRUSIONS SHALL BE 6061-T6 AND 6063-T6 ALUMINUM ALL
SPECIFICATION QQ-A-200.
6. ALL STAINLESS STEEL FASTENERS TO BE T304.
7. ROLLERS USED AT END OF GANGWAY TO BE MDS NYLON.
8. GANGWAY DESIGN LOAD TO BE 50 LBS. PER SQUARE FOOT LIVE LOAD
9. MAXIMUM DEFLECTION TO BE U180 WHERE "L" IS THE LENGTH OF THE
10. DECKING TO BE NON-SKID DESIGNED TO HOLD A CONCENTRATED VEI
11. HANDRAILS SHALL BE DESIGNED FOR A HORIZONTAL LOAD OF 20 LBS
12. ENTRY END OF THE GANGWAY TO BE HINGED AND CONTRACTOR SHALL ADAPT TO EXISTING DOCK MOUNTING SURFACE.
13. TOP HANDRAIL SHALL EXTEND 12" PAST THE WALKING SURFACE OF THE GANGWAY.
14. INSTALL 0.25XT ALUMINUM KICK PLATE ON BOTH SIDES, FULL LENGTH OF THE GANGWAY.
I & AN EXAMPLE GANGWAY IS ATTACHED.
1R NOTF- CONSTRUCTION TO ADHERE TO 2012 NORTH CAROLINA BUILDING CODE AND MOREHEAD CITY CODES.
TOWN OF MOREHEAD DOCK
NEW DOCK TO BE BUILT BY CITY HERE
t: B_ � ) SCALE: 1/4" = V-0"
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FILE BIG ROCK
LISTED
APPVD. BY WAG
DATE 2-i 1-15
DRAWING NUMBER
B - 1
IF
3
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I\CC
CD
4'-011
22`' I, 221'
22" 'I 22" '1 '
2
TYPICAL 2X4
C BUOYANCY UNIT
B-2 SCALE: 1" = 1'-0"
OUTER RIM - 2 - 2X10, 1 - 2X6 —
BOTH SIDES AND BOTH ENDS
FLAT WASHER, AND NUT. HDG
2X6 P.T. DECKING
r�l �
VOID AREAS
1
M
rioN
TOP PILE
STOP PILE
CLASS "B" PILING, EMBED 12' INTO
BOTTOM, JET WASH TO 9' AND DRIVE
REMAINING 3'. TOP OF PILING TO BE
@ 8.20' +/- ELEVATION
ELEVATION "A" FLOATING DOCK = 1.26'
ELEVATION "B" FLOATING DOCK = 0.10'
CLASS "B" STOP PILIP
BOLT TO MAIN PILING
3-5/8" HDG THROUGH
#10 SS SCREW 1 1/2"LONG (30/10' SECTI
@811 O.C.
OUTER RIM - 2 - 2X10, 1 72X6
0 0 0 O 0 0
0 0 0 0 0 0
3 1/2" x 1 1/4" x 10'-0" BUMPER
PLAN VIEW
TYPICAL DOCK BUMPER
I
SECURE WITH \!ZL�
#10 SS SCREWS W/WASHERS
TOP AND BOTTOM @ 8" O.C.
3-1/2" X 1-1/4" X 10'-0" BUMPER
MODEL # VE-TMP 5007B
5/8" X 6" HDG BOLT
3/8" X 2" LAG BOLTS. HDG.
�— 2X4/2X2 FLOTATION UNIT
DECK EDGE W/THROUGH HDG BOLTS
BUMPER W/LAG SCREWS
R_7 SCALE: NTS
ELEVATION OF
STREET DECK = 4.20't
TOP OF FLOAT STOP
SECTION "B"-"B"
SCALE: 1 1/2" = V-0"
TOP OF PILING
METAL FRAME
2X6 P.T. DECKING
�- DBL. 2X6 BRACES
ALL AROUND
18" ROLLER MODEL # IPG-18
(4) - PER PILING
FLOATING DOCK PLAN
SCALE: 1/2" = 1'-0"
ELEVATION = 4.20' +/-
18"
O
2x6 P.T. DECKING
2 - 3 x10 P.T. JOISTS O
O
2x6 P.T. OI
I
18"
2x6 P.T. DECKING O
2 - 3 x10 P.T. JOISTS
STEP SECTION
SCALE: NTS
III
FROM B-1)
ti
ti
11
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B FLOATING DOCK FRAMING
B-2 SCALE. 1/2 = 1-0
8'-611
DBL. 2X6 BRACES
DBL. 2X4 BRACE 2X6 P.T. DECKING
I, 2'-0' '-011 2'-0" I, 2'-011
SECTION "A" -"A"
SCALE: 1 /2" = V-0"
2
2x6's PT, 2X10 P.
2x6's PT, 2X 10 P
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-5/8" X 6" CARRIAGE BOLT, � � • �,
3/8" X 2" LAG BOLTS. HDG.
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PLAN VIEW OF FLOATING DOCK FRAMING
SCALE: 1 /2" = V-0"
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SEA IN
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DRAWN BY RFS SCALE
FILE BIG ROCK
LISTED
4PPVD, BY WAG
DATE 2-11-15
DRAWING NUMBER
B N r
OF
3
w
x
U
C

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2X6 P.T. DEC"""'^
3 X10 P.
2 X2 P.T. LEDGI
TYPICAL PILING/DOUBLE GIRDER CONNECTI
SCALE: 1 1 /2" = V-0"
P.T. PILING
P.T. Pll
9YA P T m=r. wr.
2 -5/8" HDG THI
@ EACH PI,LIN1
D.T.GIRDERS
TYPICAL PILING/JOIST/GIRDER
CONNECTION
SCALE: 1 1/2" = V-0
KING
2 -5/
@ E,
P.T. G11.L/V1.
TYPICAL PILING/SINGLE GIRDER CONNECTION
SCALE: 1 1/2" = V-0"
PILING FRAMING LAYOUT
SCALE: 1/4" = V-0"
E
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DRAWN BY RFS SCALE
FILE BIG ROCK
LISTED
4PPVD, BY WAG
DATE 2-11-Is
DRAWING NUMBER
B - 3
OF
3