20120646 Ver 1_CAMA Application_20120629

June 28 2012
MEMORANDUM
TO
FROM
SUBJECT
Applicant
Project Location
Proposed Protect
Karen Higgins Webscape Unit Supervisor
Division of Water Quality Raleigh
Doug Huggett
Mayor Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
You Can Fly, LLC
7517 S Virginia Dare Trail Nags Head Dare County
D
JUN 2 9 2012
DENR ATER
letlamin a o_— QUALITY
Demolition/reconstruction of retail facility renovations /additions to
parking reconstruction of bulkhead & reconfiguration of docks & piers
Please indicate below your agency s position or viewpoint on the proposed project and return this
form by 07/19/12 to 400 Commerce Avenue, Morehead City, NC 28557 If you have any
questions regarding the proposed project please contact Kelly Russell at [phone] When
appropriate in depth comments with supporting data are requested
REPLY This agency has no objection to the project as proposed
This agency has no comment on the proposed project
This agency approves of the project only if the recommended changes are
incorporated See attached
This agency objects to the project for reasons described in the attached
comments
SIGNED DATE
1367 US 17 South Elizabeth City NC 27909
Phone [phone] FAX [phone] Internet www nccoastalmanagement net One
NorthCarolina
An Equal Opportunity 1 Affirmative Action Employer Natyrally

ti
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANTS NAME John Harris You Can Fly LLC
2 LOCATION OF PROJECT SITE 7517 S Virginia Dare Trail, Nags Head on the
Pamlico Sound
Photo Index — 2006 185 -721 (O 13) 2000 185 2081 (O 13)
1998 42 -1052 (C 11)
State Plane Coordinates X 3004894 Y 800425
3 INVESTIGATION TYPE CAMA & D &F
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 6/14/2012
Was Applicant Present - no
5 PROCESSING PROCEDURE Application Received Complete - 6/15/2012
Office - Elizabeth City
6 SITE DESCRIPTION
(A) Local Land Use Plan — Nags Head
Land Classification From LUP - conservation
(B) AEC(s) Involved EW PTA ES
(C) Water Dependent yes
(D) Intended Use commercial
(E) Wastewater Treatment Existing — LPP individual system
Planned - replacement LPP system
(F) Type of Structures Existing — 2 story commercial structure bulkhead
mooring facility
Planned - 2 story commercial structure bulkhead
mooring facility
(G) Estimated Annual Rate of Erosion n/a
Source — n/a
7 HABITAT DESCRIPTION [AREA]
nRFnGFn FII I Fn gwAnFn
(A) EW PTA
470 sq ft
2905 sq ft
(B) upland (outside of AEC)
6101 sq ft
(C) ES
13 422 sq ft
(impervious)
3525 sq ft
(filled)
(D) Total Area Disturbed 26 423 sq ft
(E) Primary Nursery Area no
(F) Water Classification SA Open no

Field Investigation Report
You Can Fly LLC
Page 2
8 PROJECT SUMMARY The applicant proposes to demolish an existing retail
structure and pier and then rebuild the structure septic system and parking area
further away from normal water level (NWL) and reconfigure the pier with 10 boatslips
Project Setting
The proposed project is located at 7517 S Virginia Dare Trail US 64 on the Nags Head
causeway in Nags Head Dare County The site is adjacent to the Roanoke Sound The tract
is approximately 34 304 sq ft with 342 ft of shoreline The tract is approximately 4 6 ft above
normal water level (NWL) and is vegetated with typical lawn grasses and shrubs The site is
currently developed with a 1 019 sq ft 2 story structure housing a watersport rental business
and a retail facility with associated parking areas fuel tank wooden decks bulkhead and an
existing damaged pier A general permit to repair the pier due to hurricane damage was issued
in April 2012 There are no known areas of archaeological significance in the area
The property to the east of the project site is developed with a public access pier and parking
area and the property to the west is bulkheaded and developed with a retail facility The
Roanoke Sound in the area of the proposed project is classified as SA and is closed to
shellfish harvesting Water depths in the area range from -1 5 ft adjacent to the bulkhead to —
3 6 ft approximately 100 ft from NWL and the width of the Roanoke Sound in this area is
approximately 1100 ft There were no observed areas of submerged aquatic vegetation
Development Proposal
The applicant proposes to demolish the existing 1 019 sq ft 2 story building and construct a
new 1700 sq ft 2 story building and install a new septic system The existing structure is almost
completely within the 30 ft buffer zone The new structure will be sited more landward with only
approximately 25 sq ft within the 30 ft zone however the 25 sq ft of structure within the zone is
over existing impervious surfaces The existing site configuration including structures decks
and impervious surfaces comprise 54% of the total area within the 30 ft zone and 59% within
the 75 ft Estuarine Shoreline The new proposed configuration covers 37 7% of the 30 ft zone
and 57 6% within the 75 ft AEC
The applicant will also demolish all the existing wooden uncovered decking which measures
approximately 3 525 sq ft and replace it with an approximately 6 ft by 100 ft boardwalk
a 20 ft by 20 ft 2 story observation tower with a ramp and decks connecting the structures
which all total 1 615 sq ft within the 75 ft AEC The applicant also proposes to reposition the
existing fuel storage tank maintaining a 5 sq ft encroachment within the buffer zone The
project also includes grading and resurfacing the existing parking area which totals 9 369 sq ft
within the 75 ft AEC and reducing the coverage to 9 325 sq ft The resurfacing of the parking
area would include the use of porous concrete in some areas and adding gravel to others

Field Investigation Report
You Can Fly LLC
Page 3
The applicant also proposes to replace the existing damaged bulkhead along the shoreline
The applicant would construct 235 ft of new wooden bulkhead with an alignment of 2 ft
waterward of the existing bulkhead and backfill behind the new bulkhead The applicant would
then remove the existing pier and construct a 170 ft by 6 ft pier with a 135 ft by 6 ft platform
extension over the water along the edge of the new bulkhead and a 60 ft by 6 ft platform
extension at the end of the pier Along the pier there would be eight 6 ft by 11 ft floating jetski
ramps to service the jetski rental facility and six mooring pilings creating 2 boatslips for a total
of 10 slips The existing pier has 4 mooring pilings creating 5 slips and they use mooring
buoys for 5 additional slips The water depths in the area of the floating ramp are
approximately -2 7 ft and -3 6 ft in the area of the mooring pilings
Anticipated Impacts
The proposed development will result in the following impacts
1 2 095 sq ft of Estuarine Waters Public Trust Area AEC will be shaded as a result of the
new pier construction The project will also create 5 additional formalized slips for a total
of 10 slips
2 13 422 sq ft of impervious coverage (57 6 %) in the Estuarine Shoreline AEC as a result
of the new structure location and parking areas This amount represents an overall
increase of 492 sq ft Included in these figures are the impacts to the Public Trust
Shoreline AEC which represent a 1 610 sq ft reduction in impervious surfaces within this
AEC
3 470 sq ft of Estuarine Water public Trust Area AEC will be filled as a result of the
bulkhead construction
Submitted by Kelly Russell
Date June 20 2012

MAJOR PERMIT FEE MATRIX
Applicant YOU CAN FLY, LLC
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 435100093 1625 6253)
(24300 1602 435100095 2341)
I Private non commercial
F]
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas
II Public or commercial
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas
III For development that
involves the filling and /or
excavation of up to 9 acre
of wetlands and /or open
water areas determine if A
B C or D below applies
III(A) Private non
commercial development if
$250
100%($250)
0%($0)
General Water Quality
Certification No 3490 (See
attached ) can be applied
III(B) Public or commercial
®
development if General
$400
100%($400)
0%($0)
Water Quality Certification
No 3490 (See attached)
can be applied
III(C) If General Water
Ej
Quality Certification No
$400
60%($240)
40%($160)
3490 (see attached) could
be applied but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life
III(D) If General Water
Quality Certification No
$400
60%($240)
40%($160)
3490 (see attached) cannot
be applied
IV For development that
El
involves the filling and /or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas

You Can Fly LLC
Site Redevelopment Narrative
May 2, 2012
RECEIVED
'm -4 Al2
C04-Th P � JAW -P IDiT
ELILA5LIH CITY
The You Can Fly LLC facility is located at 7517 S Va Dare Trail on the causeway in
Nags Head NC It is a water sport rental facility with a small retail store The parcel was
originally developed in the early1980 s as a water sports rental site and has undergone
several ownerships In August of 2012 the site piers docks walkways and buildings
were severely damaged by Hurricane Irene The site has been partially restored and will
continue operations until permitting and construction can occur based upon the
proposed site renovations The new site renovations are subject to the Nags Head
Zoning ordinance and were approved by the Nags Head Board of Commissioners on
May 2 2012
The renovations will include the demolition of the existing retail building and waterfront
decks and rebuilding of the docks and tour boat moorings The renovations include a
reduction in coverage within the 30 buffer zone and an overall reduction of lot coverage
within the Estuarine AEC The site enhancements will include a new wastewater
treatment and disposal system which will provide a much higher effluent quality The
use of porous concrete and new BMP s will be incorporated into the site renovations A
new two story wood frame building will be constructed that will be elevated higher
above base flood elevation and a two bedroom managers apartment will be added to
the site The new building will increase the retail space from 1000 sf to nearly 1700 sf A
large portion of the sound side deck will be removed which will provide better visibility of
the Pamlico Sound
The new docks will be reconfigured to better suit mooring of rental watercraft and tour
boat operations The facility is open to the general public but will not allow any personal
watercraft mooring The dockage areas will only be used for water craft rental tour boat
and training operations conducted by facility personnel A new bulkhead will be
constructed along the face of the existing bulkhead The new bulkhead will maintain the
existing bulkhead height and will be placed no more than two feet water ward of the
existing bulkhead
These improvements are scheduled to begin after the 2012 summer tourist season
within the fall of 2012 Completion is anticipated to be within the Spring of 2013
Land Planning — Engmeenng — Environmental — Construction Management
P 0 Box 3989 115 W Saint Clair St Kill Devil Hills North Carolina 27948
North Carolina License No C 1027
Phone [phone] www AlbemarleAssoaates com Fax [phone]

i6M EF4
RECE V
APPLICATION for �� ra 4 20111-
Maier nevoiepment PITY
North Carolina DIVISION OF COASTAL MANAGEMENT
past revised 72/21/06)
1 Pnmary Apphcant( Landowner informahon
Business Name
Business Name
Project Name (if applicable)
Albemarle &Associates Ltd
You Can Fly Llc
You Can Fly
Agent/ Contractor 1 First Name
MI
Applicant 1 First Name
MI
Last Name
M
DeLucia PE
John
Agent/ Contractor 2 First Name
Harris
Last Name
Applicant 2 First Name
MI
Last Name
City
State
if additional applicants please attach an additional pages) with names listed
3989
Mailing Address
PO Box
City
State
PO Box 1839
1839
Nags Head
NC
ZIP
Country
Phone No
Contractor #
FAX No
27959
USA
252 441
4127 ext
City
252 441 2498
Street Address (if different from above)
City
State
Kill Devil Hills
ZIP
7517 South Virginia Dare Trail
Nags Head
NC
27959 -
Email
ucanfly @kittyhawk corn
2 Agent/Contractor /nformahon
Business Name
Albemarle &Associates Ltd
Agent/ Contractor 1 First Name
MI
Last Name
John
M
DeLucia PE
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
PO Box 3989
3989
Kill Devil Hills
NC
ZIP
Phone No 1
Phone No 2
27948
252 441 2113 ext
ext
FAX No
Contractor #
252 441 0965
Project Engineer
Street Address (d different from above)
City
State
ZIP
115 W/ St Clair
Kill Devil Hills
NC
27948
Email
johnd @albemadeassociates com
<Form continues on back>

Form DCM MP 1 (Page 2 of 4)
hLUUV1 :0
JUN - 4 2012
APPLICATION for
Major Development Permit
3 Project Location
COASTAL W41AGEUEW
b Size of entire tract (sq ft )
County (can be multiple)
Street Address ELIZA6L I H CITY
State Rd #
Dare
7517 S Virgina Dare Trail
US 64/264
Subdivision Name
City
State
Zip
NA
Nags Head
NC
27959
Phone No
Lot No (s) (if many attach additional page with list)
252 441 4127 ext
h How does local government zone the tract?
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Paquotank
Pamlico Sound
c Is the water body identified in (b) above natural or manmade?
d Name the closest major water body to the proposed project site
®Natural ❑Manmade ❑Unknown
Pamlico Sound
e Is proposed work within city limits or planning jurisdiction?
f If applicable list the planning jurisdiction or city limit the proposed
Wes []No
work falls within
Town of Nags Head
4 Site Description
a Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft )
342
34 304 33
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes please attach additional page with a list)
4-6 ❑NHW or ®NWL
e Vegetation on tract
Sparse Grasses and Lanscape shrubs
f Man made features and uses now on tract
Exiting Watersports and Retail facility with parking and docks
g Identify and describe the existing land uses adiacent to the proposed project site
East Town of Nags Head Sound Access
West Commercial Development
North Single Family Dwellings / Commercial
South Pamlico Sound
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
C2 Commercial / Outdoor Recreation Ovelay
(Attach zoning compliance certificate ff applicable)
®Yes ❑No ❑NA
j Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k Hasa professional archaeological assessment been done for the tract? If yes attach a copy ❑Yes ®No ®NA
If yes by whom?
I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP 1 (Page 3 of 4)
RECEIVED
I i n nn n I
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? ❑Yes ®No
(u) Are there coastal wetlands on the site? C OA ti T/- L P' A r r n E iN T []Yes ®No
El I dR i H LITY
(iii) If yes to either (i) or (ii) above has a delineation been conducted? ❑Yes ❑No
(Attach documentation if available)
n Describe existing wastewater treatment facilities
Exisdng Septic System with Drainfiled will be replaced with pretreatment units and new LPP Drainfield
o Describe existing drinking water supply source
Public Town of Nags Head
p Describe existing storm water management or treatment systems
None currently exist New development will install porous concrete and BMP for builddng runoff
5 Activities and Impacts
a Will the project be for commercial public or private use? ®Commercial ❑PublictGovernment
❑Pnvate /Community
b Give a brief description of purpose use and daily operations of the protect when complete
This is a redevelopment of an exisitng watercraft rental and retail facility The daily uses will be watercraft rental and
instruction tour boats and retail sales The use will add a two bedroom dwelling managers unit to the facility The exisitng
dockage will be reconfigured
c Describe the proposed construction methodology types of construction equipment to be used during construction the number of each type
of equipment and where it is to be stored
Construction methods will be wood frame construction for the landside improvements and for construction of the new docks
The equipment used will be typical for light frame construction including some concrete removal and replacement
d List all development activities you propose
Demolition and reconstruction of a new two story building renovations and additions to the existing parking areas
reconstruction of existing bulkhead and reconfiguration of docks and piers
e Are the proposed activities maintenance of an existing protect new work or both? Both
f What is the approximate total disturbed land area resulting from the proposed project? 4000 ®Sq Ft or []Acres
g Will the proposed protect encroach on any public easement public accessway or other area []Yes ®No ❑NA
that the public has established use of?
h Describe location and type of existing and proposed discharges to waters of the state
None Anticipated
i Will wastewater or stormwater be discharged into a wetland? []Yes ®No ❑NA
If yes will this discharged water be of the same salinity as the receiving water? []Yes ❑No ❑NA
I Is there any mitigation proposed? ❑Yes []No ®NA
If yes attach a mitigation proposal
<Form continues on back>

Form DCM MP 1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6 Additional Information
In addition to this completed application form (MP 1) the following items below if applicable must be submitted in order for the application
package to be complete Items (a) – (0 are always applicable to any mayor development application Please consult the application
instruction booklet on how to property prepare the required items below
a A project narrative
b An accurate dated work plat (including plan view and cross sectional drawings) drawn to scale Please give the present status of the
proposed project Is any portion already complete? If previously authorized work clearly indicate on maps plats drawings to distinguish
between work completed and proposed
c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site
d A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties
e The appropriate application fee Check or money order made payable to DENR
f A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mad Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management
Name Town of Nags Head Phone No 252 -441 7016
Address PO Box 99 Nags Head NC 27959
Name Canbben Comers Center Assoc Inc Jim Nance Phone No
Address PO Box 2247 Washington NC 27889
Name Phone No
Address
g A list of previous state or federal permits issued for work on the project tract Include permit numbers permittee and issuing dates
h Signed consultant or agent authorization form if applicable
r Wetland delineation if necessary
I A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1 10) if necessary if the project involves expenditure
of public funds or use of public lands attach a statement documenting compliance with the North Carolina Environmental Policy Act
1 7 Certification and Pennission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restnctrons contained in the permit
I certrfy that I am authorized to grant and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow up
monitoring of the project
I further certify that the information provided in this application is t uthful to he best of my knowledge
Date / %2— Print Name ts t
Signature
Please indicate application attachments pertaining to your
❑DCM MP 2 Excavation and Fill Information
®DCM MP 3 Upland Development
®DCM MP-4 Structures Information
r, ECE{VEU
ZJ /&V---
e �►UN -4 2012
rd project
❑DCM MP 5 Bridges and Cul erts
COASTAL f'ANhGEMENT
ELIZABrTH CITE

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
KLULIVEU
JUN 15 20112
COAaTAL WNAGEMENT
ELIZABETH CITY
Attach this form to Joint Application for CAMA Major Permit Form DCM MP 1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
Describe below the purpose of proposed excavation and /or fill activities All values should be given in feet
9 EXCAVATION ®This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards
c (i) Does the area to be excavated include coastal wetlands/marsh d High -ground excavation in cubic yards
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(n) Describe the purpose of the excavation in these areas
2 DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a Location of disposal area b Dimensions of disposal area
(i) Do you claim title to disposal area?
[]Yes []No ❑NA
(u) If no attach a letter granting permission from the owner
e (i) Does the disposal area include any coastal wetlands/marsh
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(n) Describe the purpose of disposal in these areas
d (i) Will a disposal area be available for future maintenance?
❑Yes []No ❑NA
(u) If yes where?
f (i) Does the disposal include any area in the water?
❑Yes []No ❑NA
(n) If yes how much water area is affected?
Access
tither
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization
Length
Width
Avg Existing
Depth
NA
NA
Final Project
Depth
NA
NA
9 EXCAVATION ®This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards
c (i) Does the area to be excavated include coastal wetlands/marsh d High -ground excavation in cubic yards
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(n) Describe the purpose of the excavation in these areas
2 DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a Location of disposal area b Dimensions of disposal area
(i) Do you claim title to disposal area?
[]Yes []No ❑NA
(u) If no attach a letter granting permission from the owner
e (i) Does the disposal area include any coastal wetlands/marsh
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(n) Describe the purpose of disposal in these areas
d (i) Will a disposal area be available for future maintenance?
❑Yes []No ❑NA
(u) If yes where?
f (i) Does the disposal include any area in the water?
❑Yes []No ❑NA
(n) If yes how much water area is affected?

3 SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin use MP-4 — Structures)
a Type of shoreline stabilization
®Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other
c Average distance waterward of NHW or NWL 2
e Type of stabilization material
Wooden Bulkhead
g Number of square feet of fill to be placed below water level
Bulkhead backfill 626 Riprap
Breakwater /Sill Other
I Source of fill material
Brought to site from approved sand pit
b Length 235
Width
d Maximum distance waterward of NHW or NWL 2
f (i) Has there been shoreline erosion during preceding 12
months?
❑Yes []No ®NA
(n) If yes state amount of erosion and source of erosion amount
information
Exisitng Old Bulkhead Damaged by Hurricane Irene is to be
replaced
h Type of fill material
Clean Sand
4 OTHER FILL ACTIVITIES [0 This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brought to the site? ❑Yes []No ❑NA b (i) Will fill material be placed in coastal wetlands/marsh (CM
If yes
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV) shell bottom (SB) or
other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
❑WL ❑None
(n) Describe the purpose of the fill in these areas
5 GENERAL
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e g dragline
controlled? backhoe or hydraulic dredge)?
Fill material will be delivered to the site once the new bulkhead is A backhoe will be used to place new piles and sheeting and to
installed and placed between the old and new bulkhead once backfill the area between the existing bulkhead and the new
placed and compacted it will be seeded with a coastal grass mix bulkhead
for stabilization
c (i) Will navigational aids be required as a result of the project?
[]Yes ®No []NA
(ii) If yes explain what type and how they will be implemented
You Can Fly LLC
Date
6/12/2012
d (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No []NA
(u) If yes explain steps that will be taken to avoid or minimize
environmental impacts
Project Name
John M DeLucia for John Harris
Applicant Name
l
E I�r F�hGI1(
d (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No []NA
(u) If yes explain steps that will be taken to avoid or minimize
environmental impacts
Project Name
John M DeLucia for John Harris
Applicant Name

App t Signature
RECEIVED
JUN ( 5 2012
COAgTAL MANAGEMENT
ELIZABETH CITY

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and /or land disturbing activities)
PECFlV'--D
0U11 - 4 212
COAgTNL PIANAGI�"ACCT
ELLABETH CITY
Attach this form to Joint Application for CAMA Major Permit Form DCM MP 1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
[GENERAL UPLAND DEVELOPMENT
a Type and number of buildings facilities units or structures
proposed
One two story wood frame structure on wooden piles ADA
accessible ramping a two story uncovered observation
deck renovations and additions to the parking lot
c Density (give the number of residential units and the units per
acre)
N/A
e If the proposed project will disturb more than one acre of land the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land- disturbing
activity begins
(i) If applicable has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
[]Yes ❑No ®NA
(ii) if yes list the date submitted
g Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built upon surfaces such as
pavement budding rooftops or to be used for vehicular driveways
or parking
58% this is a reduction of 17% from existing coverage
i Give the percentage of the entire tract to be covered by impervious
and/or built upon surfaces such as pavement budding rooftops
or to be used for vehicular driveways or parking
572%
I Describe proposed method of sewage disposal
Sewage will be treated using an Advantex biological filter
and will meet a higher standard for treatment than the
current gravity septic system This system has tentative
County Health Dept Approval
I Describe location and type of proposed discharges to waters of the
state (e g surface runoff sanitary wastewater industrial/
commercial effluent "wash down and residential discharges)
None
b Number of lots or parcels
d Size of area to be graded filled or disturbed including roads
ditches etc
4000 sf
f List the materials (such as marl paver stone asphalt or concrete)
to be used for impervious surfaces
Porous concrete to be added some turfstone and concrete
currently exisits and will be maintained
h Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes []No ®NA
(ii) If yes list the date submitted
k Have the facilities described in Item (i) received state or local
approval?
®Yes []No ❑NA
If yes attach appropriate documentation
M Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes attach appropriate documentation

m Describe proposed drinking water supply source (e g well
community public system etc)
Public Water Town of Nags Head
o When was the lot(s) platted and recorded?
DB 1563 Pg 298 PC C SI 92B
Date
J v c LL —
Project Name
Appllkant Dame
Apph ature
n (i) Will water be impounded? []Yes ®No ❑NA
(u) If yes how many acres?
p If proposed development is a subdivision will additional utilities be
installed for this upland development?
❑Yes []No ®NA
RECEIVED-
,,(-1 ° 4 2012
COA,,T4L 111a V (EwIEIIT
ELILABCTH CITY

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
R lVED
4 29'2
COA,,TAL P'Ailf CEMENT
ELIZ \�'ETH CITI
Attach this form to Joint Application for CAMA Major Permit Form DCM MP 1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
1 DOCKING FACILITY /MARINA CHARACTERISTICS
a (i) Is the docking facility /manna
®Commercial ❑Public/Government ❑Pnvate /Community
❑This section not applicable
b (i) Will the facility be open to the general public?
❑Yes ®No
c (i) Dock(s) and /or pier(s)
d (i) Are Finger Piers included? ®Yes []No
(ii) Number 1
If yes
(iii) Length 220
(n) Number 8
(iv) Width 6
(v) Floating []Yes ®No
(iii) Length
(iv) Width
(v) Floating ®Yes ❑No
e (i) Are Platforms included? ®Yes []No
f (i) Are Boatlifts included? []Yes ®No
If yes
If yes
(n) Number 1
(n) Number
(in) Length 140
(in) Length
(iv) Width 6
(iv) Width
(v) Floating []Yes ®No
Note Roofed areas are calculated from dnpline dimensions
g (i) Number of slips proposed
h Check all the types of services to be provided
10
❑ Full service including travel Irft and /or rail repair or
(ii) Number of slips existing
maintenance service
10
❑ Dockage fuel and marine supplies
❑ Dockage ('civet slips ) only number of slips
❑ Dry storage number of boats
❑ Boat ramp(s) number of boat ramps
® Other please describe
Watercraft Rental and training. Tour Boat
Check the proposed type of siting
❑ Land cut and access channel
❑Open water dredging for basin and /or channel
®Open water no dredging required
®Other please describe
This is a reconfiguration of an existing facilitv that was
damaged dunng Hurricane Irene
Describe the typical boats to be served (e g open runabout
charter boats sail boats mixed types)
Jet Skis and Kayaks Dolphin Tour Boats
k Typical boat length Jet Skis and Small Tour Boats 1 (i) Will the facility be open to the general public?

m (i) Will the facility have tie pilings? ❑Yes ®No
®Yes []No 2012
(n) If yes number of be pilings?
12
CCA,, T,,L f 1 It CEMENT
ELI f,CcTH CITY
2 DOCKING FACILITY /MARINA OPERATIONS ❑This section not applicable
a Check each of the following sanitary facilities that will be included in the proposed project
® Office Toilets
® Toilets for patrons Number 4 Location In Retail Budding
❑ Showers
❑ Boatholdmg tank pumpout Give type and location
b Describe treatment type and disposal location for all sanitary wastewater
Advanced pretreatment system with a LPP dnanfield disposal meeting requirements of NC State On Site Wastwater regulations
This will replace a primary septic tank grarnty drainfield system The new wastewater system mull provide much cleaner effluent
than the existing system and mll provide more separation to the Pamlico Sound
c Describe the disposal of solid waste fish offal and trash
General trash from retail and residential operations wit be handled by an on site dumpster No other solid waste or fish offal is
antiaapted
d How will overboard discharge of sewage from boats be controlled?
N/A no boats vvdl have sewage carrying capability
e (i) Give the location and number of No Sewage Discharge signs proposed
N/A
(n) Give the location and number of Pumpout Available signs proposed
N/A
f Describe the special design if applicable for containing industrial type pollutants such as paint sandblasting waste and petroleum products
N/A
g Where will residue from vessel maintenance be disposed of?
In the solid waste dumpster located as shown on the site plan
h Give the number of channel markers and No Wake signs proposed N/A
I Give the location of fuel handling facilities and describe the safety measures planned to protect area water quality
The site has an existing fuel tank within a containment tank This fuel tank will continue t be utilitzed The fueling operatins for
the het skis and other watercraft will be in compliance with the NC State Fire Prevention Code Section 2210
What will be the manna policy on overnight and live- aboard dockage?
Not permitted

k Describe design measures that promote boat basin flushing?
N/A
I I- 'i L. I It L J
COy,)TAL f "A1'! GFNiEIV F
ELI ASETH CITY
I If this project is an expansion of an existing manna what types of services are currently provided?
This is a replacement of the current facility Docks were damaged during Hurricane Irene and this is a reconfiguration of the
former docks to better support the operations
m Is the manna/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ®No
o Is the manna/docking facility proposed within or adjacent to coastal wetlands /marsh (CW) submerged aquatic vegetation (SAV) shell bottom
(SB) or other wetlands (WL)? If any boxes are checked provide the number of square feet affected
❑CW ❑SAV ❑SB
OWL ®None
p Is the proposed manna/docking facility located within or within close proximity to any shellfish leases? []Yes ®No
If yes give the name and address of the leaseholder(s) and give the proximity to the lease
13 BOATHOUSE (including covered lifts) ®This section not applicable
a (i) Is the boathouse structure(s)
❑Commercial ❑Public/Govemment ❑Pnvate /Community
(ii) Number
(iii) Length
(iv) Width
Note Roofed areas are calculated from dnphne dimensions
14 GROIN (e g wood sheetp►le etc If a rock groin use MP 2 Excavation and Fill) ®This section not applicable I
a (i) Number
(ii) Length
(in) Width
5 BREAKWATER (e g wood sheetpile etc) ®This section not applicable
a Length
c Maximum distance beyond NHW NWL or wetlands
b Average distance from NHW NWL or wetlands
6 MOORING PILINGS and BUOYS ❑This section not applicable
a is the structure(s) b Number 12
®Commercial ❑Public/Government ❑Pnvate /Community

c Distance to be placed beyond shoreline 60 d Description of buoy (color inscription size anchor etc)
Note This should be measured from marsh edge ►f present
e Arc of the swing
7 GENERAL
a Proximity of structure(s) to adjacent npanan property lines
>15
Note For buoy or moonng piling use arc of swing including length
of vessel
c Width of water body
Very Wide
e (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(u) If yes explain what type and how they will be implemented
b Proximity of structure(s) to adjacent docking facilities
d Water depth at waterward end of structure at NLW or NWL
4
18 OTHER El This section not applicable
a Give complete description
'/ I-
Date '
�,,V bioo I,- t LL(L
Proiect Name
-D
-1 90 2
CuA-,TyL rle �t a'Ef,T
Eu,7F�;rIH CITY

a
L
�r-
N
0
N
cn
0
N
O
N
0
i�
0
Q
v
/
0
cn
i
CD
N
0
N
O
U)
0
v
0
0
N
'-
0
N
O
U
N
0
a
U
Q
Y
YOU CAN FLY INTENDS TO CONSTRUCT A NEW TWO STORY BUILDING, BULKHEAD
REMOVAL OF THE EXISTING
IN LODE THE REMO
AND DOCK. THE CONSTRUCTION WILL C
BUILDING, DECKS AND SOME OF THE EXISTING PAVEMENT. THE SITE IS LOCATED'
7 ACRES AT 7517 S. VIRGINIA DARE TRAIL
NAGS HEAD
NORTH CAROLIi�,y.
ON 0.9 ,
C
APPROXIMATELY
T 0.79 ACRES OF THE SITE ARE TO BE DISTURBED.
CONSTRUCT
IS SCHEDULED TO BEGIN IN THE SPRING OF 2012.
THE SITE IS LEVEL, WITH SANDY SOILS. THE VEGETATION ON THE SITE WILL BE
REMOVED AND /OR RELOCATED.
DISTURBED AREAS ARE TO BE STABILIZED WITH TEMPORARY /PERMANENT
VEGETATION ACCORDING TO THE SEQUENCE OF CONSTRUCTION.
11. SOILS
UPLAND SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF DARE COUNTY:
PSAMMENTS (PsB)
III. C016TRMTM SE 1JENCE°
• OBTAIN PLAN APPROVAL
• FLAG OR STAKE WORK LIMITS
••� HOLD
//��PRE-CONSTRUCTION MEETING
• INSTALL SILT FENCING
• CLEAR LOT OF EXISTING FEATURES AND VEGETATION AS SHOWN
• COMMENCE CONSTRUCTION OF NEW BULKHEAD AND WASTEWATER
TREATMENT SYSTEM
• CONSTRUCT NEW BUILDING, DECKS AND PAVEMENT
• SEED, FERTILIZE AND WATER DISTURBED AREA TO STABILIZE
IV. SEDIMENTATKM EROSION CONTROL NOTED
1. PRIOR TO ANY LAND DISTURBING ACTIVITIES AND AFTER DELINEATION OF THE LIMITS OF
CLEARING, THE CONTRACTOR SHALL SCHEDULE A PRE - CLEARING MEETING O' THE SITE
WITH THE REPRESENTATIVE INDICATED IN THE SPECIFICATIONS INCLUDING THE OWNER,
CONSTRUCTION MANAGER, ARCHITECT, ENGINEER AND DARE COUNTY PLANNING
DEPARTMENT IN ORDER TO IDENTIFY AND MARK SPECIFIC TREES WHICH 'RE TO BE
PROTECTED IN ACCORDANCE WITH SECTION 3.38 OF THE NORTH CAROLINA, EROSION
AND SEDIMENT CONTROL HANDBOOK.
2. PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR S:ALL HAVE
THE APPROPRIATE UNDERGROUND UTILITIES LOCATED.
3. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, EROSION AND
SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THE EROSION AND SEDIMENT
A
CONTROL AND THIS PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT
PLANS SPECIFICATIONS.
4. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS
DESIGNATED ON THE SEDIMENT AND EROSION CONTROL PLAN.
5. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND
DISTURBANCE AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY NOTED FOR
PROTECTION ARE NOT ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES.
6. AREAS WHICH HAVE BEEN DESIGNATED IN THE PLANS TO REMAIN UNDISTUFBED SHALL
BE IDENTIFIED PRIOR TO CLEARING. IN ADDITION TO SECTIONS SHOWN ')';HERE ALL
VEGETATION IS TO REMAIN, ADDITIONAL SPECIMEN TREES WITHIN AREAS DESIGNATED
FOR SELECTIVE CLEARING MAY BE SPECIFIED AND FLAGGED TO REMAIN.
7. EVERYTHING WITHIN "PROJECT LIMITS" ESTABLISHED BY ACTUAL ADJACENT PROPERTY
LINES SHALL BE CLEARED UNLESS NOTED TO REMAIN. CONTACT THE Ef§GINEER IF
UNCLEAR. ALL CLEARED AREAS TO BE GRUBBED AND LEVELED. ALL REi, +.OVAL AND
DISPOSAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE
REMOVED BY THE CONTRACTOR TO AN OFF SITE LOCATION.
8. THE LIMITS OF LAND DISTURBANCE SHALL BE MAINTAINED AS NOTED UNLESS
OTHERWISE APPROVED. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE
LIMITS OF LAND DISTURBING AS WELL AS TREES SPECIFICALLY NOTED FOR PROTECTION
ARE NOT ADVERSELY IMPACTED BY ANY CONSTRUCTION ACTIVITIES. ANY SPECIMEN
TREES DAMAGED SHALL BE REPLACED IN KIND.
9. EXPOSED SIDE SLOPES SHALL BE PLANTED OR PROVIDED WITH TEMPORARY GROUND
COVER SUFFICIENT TO CONTROL EROSION WITHIN 15 WORKING DAYS OR 21 CALENDAR
DAYS OF COMPLETION OF ANY PHASE OR GRADING, WHICHEVER IS SHORTER.
10. IF EXCESSIVE WIND EROSION OR STORM WATER RUNOFF DEVELOPS DURING TIME OF
CONSTRUCTION IN ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SAND OR SILT
FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER, SEE SAND OR SILT FENCE
DETAIL.
11. SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND
REPAIRED AS NECESSARY.
12. PERMANENT GROUND COVER MUST BE PROVIDED WITHIN THE SHORTER OF 15
WORKING DAYS OR 90 CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION.
13. NO BURNING IS PERMITTED ON SITE.
14. NO BORROW PERMITTED FROM THE SITE.
15. ANY OFF -SITE MATERIAL USED FOR GRADING FILL SHALL BE OBTAINET FROM A
PERMITTED BORROW PIT.
16. EXISTING TOPOGRAPHIC INFORMATION BASED ON THE SURVEY INFORMATION OBTAINED
BY ALBEMARLE AND ASSOCIATES, LTD ON XX /XX /XX.
17. CONTRACTOR TO PROVIDE AS -BUILT TOPOGRAPHIC SURVEY OF ENTIRE SITE �'T TIME OF
SUBSTANTIAL COMPLETION. INFORMATION REQUIRED INCLUDES CONTOUR'S AT 1'
INTERVALS DISPLAYED AT 1"=30' FOR DISTURBED AND UNDISTURBED AREAS.
V. DEMOLITION NOTES
ALL EXISTING IMPROVEMENTS SHOWN WITHIN THE LIMITS OF DISTURBANCE SHALL BE
REMOVED UNLESS SPECIFICALLY NOTED TO REMAIN. THE CONTRACTOR .SHALL BE
RESPONSIBLE FOR PROPER DISPOSAL TO AN OFFSITE LOCATION PROVIDED BY THE
CONTRACTOR.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CAREFULLY REMOVE ALL
ITEMS SHOWN TO BE RELOCATED. PRIOR TO REMOVAL, ANY CONDITIONS THAI: PREVENT
SUCH REMOVAL OR EXISTING DAMAGE TO THE ITEMS SHALL BE REPORTED TO THE OWNER
IMMEDIATELY. CONTRACTOR WILL BE RESPONSIBLE FOR ITEMS DAMAGED DURING THE
PROJECT.
WARNING
LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN HAS BEEN TAKEN FRCiNA RECORD
DRAWINGS. EXACT LOCATION OF THESE UTILITIES IS UNKNOWN. LOCATION OF OTHER
UNDERGROUND UTILITIES IS UNKNOWN AND HAS NOT BEEN SHOWN ON THESE: DRAWINGS.
ALL UNDERGROUND UTILITIES ENCOUNTERED SHALL IMMEDIATELY BE REPORTED TO THE
CONSTRUCTION MANAGEMENT GROUP.
............. .................. ..._............. ..................... ........................................... ................... .... .......................
........
.......... ............................ ..... .................. .............
.......... 1 . ... USt. 64.E ,2 4 ........................ .
........ ......... ..............
..........( 9diri' v ,�.............................
. .... ....... .. . ..... ..... ...
. .®
.. ................ ..
>k
PA GT= PA °
l-DC�E OF Vt"C�tT . .EDGE k6vET(f. . lo; 060'
42'
° °4, °
31 'E'
1 1' 3.
84
m°
°°
�o�S�o�o�8�8�%�0 %�8�0�8�0 0�% 80008oa8S8 ^8�8� &ao�o�o�o�o�o�o�o
o
ogag% gag8 gog8 gSg% gog8 oog00% g %gog °oegageoeg °g °o °q °p °o °g °g °p° ° ° ° °° °°°°°°°°°°°°°°°°°°°°°°°•°°°°°°°°°°°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°
% ° °�
° °e�8�8�8�8�8�0�8�0�% °8 °0 ° % °8
Sgoo ° ° ° ° ° ° ° ° ° ° ° ° ° °° ° ° ° ° ° ° ° ° ° ° ° . ° o ° ° ° ° ° ° ° ° °°°°°°° °e °o °o °o °o °00000000000oo�o�S�o� &moo S�S� °� °� °� °� °� °� °� °� °� °� � °� ° ^ °� ° ° °� °� °� °� °� ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °° g.
'(TIE LINE). •
° ° ° ° ° ° ° ° ° ° ° ° °° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°
°eo ° ° ° ° °° ° ° ° °°
059'07 4411 "E 283.50r .: ,, •. :_ ,,. ,
a ti 1 1 1 A I I , • • �C
(063'30'00 "E) �. e. \
TOWN aF NAC-S HEAD /
TO BE: RELOCATED
• c 0800 19 50 1733
N� d a . ° ` PL. G, SL.
GAUSkWAY INVESTORS
PL. G, PINE TRFfS O�i��fVvEl NrA(/ a 0800 18 40 7412 hvn SL 92p, d TO BE REMOVED e d.
/
TO' BE REMOVED ° . \ d \\ ° a a ° a a� i a \ \� ,a a • • /
> f ,: 4 >><, '
400k,
X.
o
cD LAJ
PORTION OF EX. . • • '� / -H O
CONCRETE TO
° a , O
d p
d w o / d �0•� �
�1
. a.`a • Cfl Cb
a _ d.. .a °. a d a . 9. ° ',d a . °. ° • ° e ° .• ° ° ,�,.� ->'. \ a \ , e • O N
a6 d. ° °^ : a d. _ a a e .a a ° d • 1 c° 4 Q , / t1') v
e.
NCPORTIOOX. d ° RA. Q d
d a \ P� q - COE TO N ti14.
/
BE REMOVED ° GGTiGfZE(E d °
° O . O.. a.ad. .a .. n ° a :. ° d° d e • 4 4 ° ° d. ° ° a\.. , • °n
4.
° d N i • d: e ' o '• a' • i o e t ° . d a a ° o ,\- /d \ ° • / N ��
4 • ° Rte/ 1�6 V ONE
4 4
p d
c d. / ION EX. 32
CiAGK
4, ° e .d c ° e ° .. ° / d . CONCRE`TE TO a a\ a F(Fl_ TANG / 9
d' ° °GONGRETE a ° ° ° . ° ° BE REMOVED TO BE RELJQCATED
e
° d ° 4 EXI NG UTILITIES ROANOKE OUND
a ° „ °. a PORTION OF EX. d °�, ° a ° e./ ' r TO BE RELOCATED
a d TURFSTOME TO'. d . d .
\ ° BE REMOVED Nx � n d ° C
A Md
'mp
,eo o° o8oSg8o bgagBoYo° % ®o°o °80 0 S`og ooY � 8°•o° °° °°°o° a� zPFa l' ! u S° a
g °° $oo a °go� oo
e
fT Y
WW
FZACE ON PLPS
0. TO • BE REMOVED ° g %0� , g ° o ° o S
4p�
RENTAL.
I5�
TO BE REMOVED
EXISTING BULKHEAD
TO REMAIN
p yl♦
SPECIES
RATE
K -31 FESCUE
3
LB /1000
SF
COMMON BERMUDAGRASS
1
LB /1000
SF
WINTER RYE GRAIN
3
LB /1000
SF
MAY 15 - JULY 16
SPECIES
RATE
K -31 FESCUE
3
LB /1000
SF
COMMON BERMUDAGRASS
1
LB /1000
SF
GERMAN MILLET
3
LB /1000
SF
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500
LB PER ACRE OF 10 -10 -10 FERTILIZER.
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING WITH
50 LB/ ACRE NITROGEN.
-.4"
•
COMPACTED FILL -J WIRE RE NFORCED SYt: ; AETIC
FIBRE JUTE MESH FILTER FABRIC
EXTENSION OF FILTER
FABRIC INTO THE TRENCH
DIRECTI&f,J OF FLOW
.ti I -
m�- Wr
roKkNX l
GRAPHIC SCALE
0 10 20 40
STEEL POST
(IN FEET)
1 INCH = 20 FT.
NOTES:
1. 6' POST SPACING FOR
NON -WIRE REINFORCED
FENCE. 8' POST SPACING
PERMITTED IF FENCE
CONTAINS REINFORCING
WIRE.
2. 4' MINIMUM OVERLAP
REQUIRED (ATTACHED AT
POSTS) WHEN JOINING
SECTIONS OF SILT FENCE.
3. SILT FENCE SHALL BE
ATTACHED TO STEEL POSTS
USING A MINIMUM OF 3
WIRE OR PLASTIC TIES.
:•
NOT FOR
FINISHED GRADE
ESTABLISH VEGETATIVE
COVER FOR STABILIZATION
DEADMAN 8' MIN. _,,,­�' U
BELOW GRADE
(SEE NOTES)
15' % "0 HDG TIE -BACK
ROD 0 5' -4" O.C.
(BEND AS REQUIRED)
�J
�W
Q
V
V)
to
Q
06
NICOLON FILTER
CLOTH
EXISTING BULKHEAD
DBL 1 "x8" SHEET PILES
JOINTS STAGGERED
8 "0 PILES @ 5' O.C.
(SEE NOTES)
REGIONAL WUNITY MAP
N.T.S.
10" MITER FOR
WATER RUNOFF
2.0'
(2) r 6 WALERS
i
�%
NTS
2' -0" 4' -0"
1' -6 i ---
EXISTING GRADE
5/8" 0 HDG
THRU -BOLT, NUT &
12' MIN LOCK WASHERS (TYP.)
PENETRATION
�r 6
NOTES.
1. ALL LUMBER SHALL CONFORM WITH AWPA STANDARDS AS NOTED WITHIN THE APPROPRIATE USE CATEGORY.
2. PILINGS: SHALL BE 8 "0 X 18' TIMER CONFORMING Vl'ITH UC -5B LOCATED IN SPLASH ZONE.
3. WALERS SHALL BE 6 "x6" TIMBER CONFORMING WITH LC -5B. WALERS SHALL OVERLAP (2' MIN.) AT PILES.
4. SHEATHING: SHALL CONSIST OF 2 ROWS OF 1"x8" OF AN "OVERLAPPING" DESIGN AND CONFORM WITH UC -5B.
5. DEADMAN SHALL BE 6 "x6 "x10' OR 8 "6x10' TIMBER (PACED VERTICALLY) AND SHALL CONFORM WITH UC -4C.
6. ALL FASTENERS SHALL BE HOT- DIPPED GALVANIZED PER ASTM A -153 (2 OZ. ZINC /SF).
7. BACKFILL SHALL BE CLEAN GRANULAR FREE DRAINING SAND. VEGETATION AND DEBRIS SHALL BE REMOVED PRIOR TO
BACKFILLING
C
ca
a
C
ca
E n C
J .aye. 4 �
N U O
0
" fn NNE NZ sue. 0 O
of Z�° NQ N
QUrn v m �xS Z �
y M 2� U E 2 N 0
gym° a�i civa o 0 0 �° c
N L L
00U-)d c°c 33m y -cQLma
¢r
0- u- 30 H 0 :c3: N;
ew
o
..
�.
ul
X Ono
® z
0
a
0
w
0
I
m
N
\ C9
C4 0
N J m V N
W � 0
w
z Z Y
0 N a 0 0 U.
SCALE:
1 )1 = 20'

WE PLAT y NOTES:
1. OWNER: YOU CAN FLY, LLC
PO BOX 1839
. . . . . . . . . . . .. . . . ..
. . . .......
DIRECTION
. . . . .
89.75
NAGS HEAD, NC 27959
ee'' � p�/�
V S. /!i 0 ,,2 4
. .
CONNECT .NEW. BUILDING. .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . .
(252)
(90 {L/W) . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . .
. . . . T.O. EX.. WATER . METER . . . . . . .
. . . . . . . .
11.23
2. THE OWNER INTENDS TO CONSTRUCT A 1,616 SF RETAIL BUILDING WITH A 2 EEDROOM
APARTMENT.
°42'31 "E
L7
10.93
I WILL ALSO RENT WATER C RAFT AND HAVE TOUR BOAT OPERATIONS',
THE FACILITY
;
8a°�o% .4ae 8����0 0 0�0�8 0�8�o�oaoao�8 °0 °% °%°
N 60 113.84'
TIE
4
°o °o °O� ° O° o°° o°° o°° o°° o°° o°° o° o°° o°° o°° o°°°°° o°° o°° o°° o°° o°° o°°°°° o°° o ° °° ° °o ° °o ° °o ° °o ° °o ° °o °o ° °° °o ° °° o° 6
3
°g °�.04g.g4g.040.g ° ° °° °° ° ° °a.g�4g4g °0 °o °0 °0 °8 °0 °0 °0 °0 °0 ° ° °
s
1.35
° °
- -
(TIE N E'
46.45
S59'33'40 "W
L11
P.C. L. 926
1 63 P G. 298 C
3. THE PROPERTY IS RECORDED D.B. 5
= -... ?rs=.•=.•:`.:: �•- • =- "•. -�'= = "- :-:: ::••:` `�" -: "� .:: •: ::- '•= :••: :'- :- -: ::=; •: = :• :' =: =•:•- •. " - -
L12
4
S63'08' 18 "W
°- °
9
>Z
DARE COUNTY PIN# 0800 18 40 8563
S/
3
.�
PROPERTY ADDRESS: 7517 S. VIRGINIA DARE TRAIL, NAGS HEAD, NC 27959
--4 - -
N59'07°41°E 283.50
"E)
4. THE SITE IS LOCATED IN FIRM ZONES AE(10') AND VE(11')
FIRM MAP NUMBER 3730080000' EFFECTIVE DATE SEPTEMBER 20 2006.
4 (N63'30'00
�2 ?
ff4
_ € EX
¢4
9
N/F
(SUBJECT TO CHANGE BY FEMA) 43s - - - - - - - - - - - ° d s.o ° • ` ° 4�s s.o I TOWN OF NAGS HEAP
4 rffi�rr ` I6 MDL
'� � 0500 19 50 1733
5. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE SPEC..'::=1ED. ELEVATIONS ° STORMWATER PL. G, SL. 15013
SHOWN ARE HEREON PER NAVD88. N Ifrf a5O INFILTRATION BASIN
/ f I' • KAYAK RACK
CAUSEWAY INVE5TOR5 I I x /�� > r ��� /,' ( VOLUME 716 CF
6. AREAS SHOWN ARE BY COORDINATE METHOD. 0500 15 40 7412 xf' f d �y'
ACTIVE DRAINFIELD ( I * /r fr
100% REPAIR AREA'��r�sr��r r '4 � r �' r /
L- L_---- - - - - -- I r�Yi LEs�F=NCE ryr&��i 4
7. EXISTING FEATURES AND SURVEY INFORMATION OBTAINED BY ALBEMARLE & ASSOCIATES, LTD. ON 48_ - - - - - - ✓ Y �f£� :. I CONNECT ROOF DRAIN
4 - . . 4 a °. I >> s .,; / s ✓ 3 r✓f x y r xrrfrr > f r^ ' ! f,zf-rf fxf/ . a .e : x r f;r n s ff f /�a1? , f ✓ ✓f r r r a e'< t x O / . r, r � ....,,,; r / ff r ,
;r
€
a
. . _. . .
TO TO STORMWATER BASIN
PRO WRY MARCH 26, 2003. IMP ROVEMENTS FROM PREVIOUS SITE PLAN FIELD VERIFIED SEPTEMBER 8, 2 011. FRAME ON PILES ef � POSED TO STO
r
°
'
/ ✓ _ a
Mr ., , . „r= . .r . . '� ,>.: ,� ,�. .� fr � .f/�� .f, ,: , rr . � / J. r , ,a f f, a,; ° ,.r ,✓ , Fr , ..�� ,x ✓ r. , ,,,, ±✓ , �/r' . , r .. . . � „ a-. , .> .:, .f, . -.„ :: f . s , r r f r , .:,r... . - , � r f' .5 %r: � , r r/ �� _ r . r1„f , ;�F, : ,,fi� , : „�, . ' �r F�s � ,r � 2f.` r, � srr a, ,� � gfr �r <.r :. ,w�; ., : , , ' � / �/� y r -rl a , . c , r r i �✓ : .ar, � f / 1� , .>.� .;, rr : . , � Y . r %. f /, rr r ,/ a f .f . ,, „, ,r, sr , ?r r .� F � / � / r :� . � rf � � ft ,r� , , , f✓N osr r f : . f f � -,.� �,f.r r, , � r 3 f � � " r y / f � r z f f : O : <'� �� , k�r �f �f a , r � a ,/ ffff r/ , i > F � �z, .✓ -f r �, '` F �F f r / �► f zaJ .r � *� ' , � ri . +,y .. ..... . . ... : .•_a ,e � d y : .9„a ,, `r . x x , ..�5 r +i r1
e o- r
,.,.
o p
I . e
,
ajd 4�
' -
Qr)i
ROOF 00 FFE t .5'
8. THERE ARE NO DELINEATED WETLANDS ON THE PROJEC T SITE. OVERHANG THE PRRECREATIONAL T AIL ARE OPERTY IS ZONED C2, OVERLAY DISTRICT AND BOAT RE R. A LS AND R r Ex4
DUMRSTERI. -H
CONDITIONAL AND PERMITTED USES.
s o
O 0 _
O q
w
2
4
0 1
a I a �.-.- . ....,:.. . ..,r,r ,_, , ,.1. � .,.-..; - . . �r, .,. , . , � „ . s . <s .� �� rax<.,,R . ! r,. . . . a.._rm..� ,. , . .r r . 4 v Fey.:: /�_/ f f` f f , ✓ . ' k ,,r,,'r. . :, F -u ' ,,.,,,.,.a ,.. . f� r >a f f 5 � f, � rr� r ;, � . f,IXa,' , . . f/ :rrr ! f 5 r„ .l' , F,. r< r fz f , ,z r f „?r ' f'r , r f/ ,r /F.-• a � , �,`r �f f r� / f l f r + �'/f. � s e 10. MINIMUM B UILDING SETBACKS PER CURRENT ZO NING. -.
�
,
d
a -
F '' . ✓ f•t 1 , -'. : . • I °
5 O rCO FR NT 15 , 7
_ .,.,... ,r.,f.f _„ ...... ...,.......� . /5.... ., � :.<" ✓.f�f 1... .< 5 r3 r:: ✓ e r,., f
25 a ° >...., -. _. °......... x F M, a.�. � �✓.e . .. ,, , !r />r , / . f r r f r ,/r Fr,, r r r .� r / / f d� r r
✓ ✓ r
REAR 4 . .. , r
in ...
V
r.N � !. ..dam.? ✓rI 4
✓/ r ✓d ✓ /f a
r a �
/ F f �, � r /I rf r ✓ V'
. 5 • 15 TOTAL
SIDES MIN d f f.� r ✓�/ / r /r/ � � F r °
8 V) Q.
f/' l
d y`f� /f� �: � H �-' �,{f,::: ? , i / /�� «`/ ,% /f�f, ri r/ / r { r., ,� _',✓ ` : o r' r, /
w lyfF, E s 4 r 4 l/ wv r PLOP c f L
4' °- r ✓,�E r r', rJ ,? : / ✓°wy�:r i r , ` PF?tEir ', +tai. • _aC ,3 z
,f- .. .ii,i% „i•, ,..,...... a:. f • \�
• 4 'O ;^ ,s,�r ,^ a � � -r.., rl ,, .. .. .. , f, f"! Vii, ✓, ✓ ,<. : i �a ,?
e 4....,/ r s l/ ra ✓„ r/r r_ .:, r.. r+ r f r x f
11. PARKING REQUIREMENTS. / „� �r� � �/ � �� />rd, f ,rn �r a �� P�� /
O r" a.. m°1 a / / F
° f � F' rrr� e z /qrr ff• / /4 /1. ' ✓r • p r t fr � ,a t`' � r` r s GALL
° i
°
O r ..,., !ra, x h ✓": aiE F / %..: r,�+v -r . ,. ,. tr ,: „rz: / /f.,. ..;-, ri O
r
e
.. .rz,F, ✓! b.,._,.... �� rr P :. ,��.t.,,.rr n;.,,zr ,,..,,_, r.
SPACES REQUIRED USES 8 • N D L 4' , ..b t , f/// , ,r /fEf :r / . r r; // r f/r r 9 ....,a o r „ffr�tF f r r 'ff F . � ., i f ,a ,,, . r `�fi , f / rrr a r ✓:P' s ' ' , .
- 4.5
/ / t N RETAIL 1616 SQUARE FEET UP SIDEWALK •
1 SPACE PER 200 S Q. FT. co H
\
s
d ° a ° Y { � y,,�rf , �� � r -'s r� � ;� s > yy r � �fr � ✓ r � f x, ,�"r r/ ✓ `.,/. � �.� . �r sx�� r/ N F i ° a a /fF , ;f f ��/� � � x /, fr f 1y f�r1�f,' � � r, f / f s / <� ,r r`rE � fr'/ f � r r f . F- J ,"4r� t � z F f f �r 4 F r � y %� , s 3 � � � � rfr9/ r� �/� 'r rf , � .,/F 6 "� � !� . r �� ' f 5 H f> f/r �/v/r✓=, � l r
✓ :
2 BEDROOM APARTMENT 2 ✓ �EMPLOYEES 2 • s Z . . s /
�\ N
E ON Y
o 6
>
•
8 JET SKIS
4 ✓X
p' d ,�..n
10 KAYAKS 5 4 4 N ��„,�r��. fr,�/FF'�t� �, �� rz � � E , ..�• �. r_��.� `�� � ' r / "/ � =� ,, F r /�r rr3y ., S , .. ,;. . � . o-,� ::.f., . " ..f > h u � f � .,. ,<� 2 TOUR BOATS (56 PASSENGERS) 19 . : r ��. r rFx £ . � � � ,� ✓r'✓ ^ F f rxf rf /. , . r. /r / ✓fi� rf�./ r . ,F , ?,fr'x �� ✓ ,rr rf rr ,1 af✓ f �,h '.f r'f "� f
_ •,,�:s >r : T.. . ,,,?,,, . . -
:. RELOCATED
o "mo
o
�f� fry ✓ �?.� rf � „r, $:@T , r r r ;f t r r .. FUEL TANK S
1 SPACE /3 PASSENGERS n e / " ,s / j f ' y✓y r f, yr,
( / )
d' ° a ° :ter Fff✓�:�?`'..
ON
-rr K ff ./;l`rr y .. fr r r <z;">t ✓ a /,[/ 1r'.' f f ,.%` �..% �' a . s
CAPTAIN AND MATE 4
- .
e a ` 'n ° f ✓Frr rr / ryr ;
,7r F✓ /$i fq ff rn sf s f
PARKING REQUIRED 44 fr (1 ry r� rf 4 a f AE6o / r / X2:7
yr°343/ rs f �r1 n PROPZ35E# r / /f� 8 {? 4.50 s
r rr r'r4 ��✓ s ..,,�,r /✓`/�,F s 'GUISELR'k-t'E T � �a' / _:. - '8 .'.
e. �✓ d'/ l r f r fir/ fr
PARKING PROVIDED 44
�
38 ON SITE +15% INCREASE
FOR SHARED PARKING
*f ,Sn. /. :f !
L:�:����.>r�fr'. k11 ��� r�fr ✓r . " "'"��r:: ...' .,.,:.,�N..? f.�f� .
12. AREA TO BE DISTURBED. (4,000 SF ��. ,
,��: %F. F,. , - :,.,..,., �G .,;s.;t' z..� i�,„ .. -, ., ,.., a .,._..`. •:<, r � rr ... z /f� /,�.cya /�,, - ;. ,: ^ .
4s aR aaa#4?o an 4tr 0a 4 Mn #mnana 4 as : o?on -0aa 0°°44° 4 °cv 4 ?4n nr .F� /f6x�is rr / ' r f, . ' 9.0.
EX. GEOWEB PAVERS D �gD°n: - #., 4. 4" a a�'.4 .p4 44,4. 4 a 4444 - sst;��f/ �,,.,..r* ., +trr:�r r /r�r /f. :.:y�; .' •
a s o D aaa #a c m d° 4 4 o a 4 a a k4ko ° °a4D aaa 4a 6 ,. v r r h 1 / f f-C ✓/ ; ..... -- �- 11.5
•
A FOLLOWS:
13. COVERAGE IS S OL �
TO REMAIN
"a•' .. _e° -a °a a oa4?aa a : u• a. a°4 % .4..4. ° ..a 4. a.... a 440.. ,�, a f fn,. -. ;.. . .
- °' a° e$ 4 °a:'° da ic. aT?k ?saaaaan °. s°4a °oaa °ao o4n ° °a °44o °aaa°a aa4s'n , ✓i /ri:r r :t x' l -C]
LOT AREA 34,304.33 SF TO SHORELINE AND EX. FACE OF BULKHEAD
.: a4 o0aa+'o.444vb,4,44 0 .;. a a.. q4a�. ,.y�4# Quo a°4 aaa4ao Q <eoO4aD0pOapaagaa o4gan6a'IC,f4 .- "; .� ..: � e s j t'. :3 .
AREA WITHIN THE 75' AEC BUFFER = 23,292.86 SF
n ' rcaa " an°u4a °�s�' d° " : aaa� � � Ok7< °4 o6a°°�'44a °4 o°�a° li0asga�°.° , � -�> � � :a► X 1 - t • 's �, .. / � r /f
AREA WIT
HIN THE 30 ' AEC BUFFER - 9,867.43 SF 1R k#�� D K : '4n§#°a�4 ' ia Aa�a�i a# s. o- � s� 4aoa � b # ° a n °'9aDn4 ��o- °�°a n a•°a # 4a4f "s- 'Ta��n - o- GW>. ° - o '.s•3'n aD ° •� 4�ss : 3 „#
A "n 4 °� d 4 u°°eo4°D4a�� a°4 °'' ?� o° g QD°�4 4k n 4 4°a a° 0 aa�° a ; o •ua a4 °aa 4 44 4 a4�4 n a4 a a e°a v •a°a DQ°a t'.a4 a4 an . o4a# A' a. ba .c u , S i y - �w '`.r � ,� � ./ ,n'<l� ' *.tf »y 4 �5 ,/ y ^r G f " % ` . y t � /r ` ef r % �r i / ' °} r 'f
,, 4Q
LOCATE EX. LIGHT POLE
WITHIN 75' AEC WIT=IN 30 , BUFFEREXISTING.
• mass'°a° a a �:��44oma4�a444 ysr4a ° °°9aca °a�d'a °aa4eF �: .. r r �/`�,; f . i a r - ,"
BUILDINGS - 1 ,525.44 SF 3525.44 SF 644.20 SF
018.98 SF 1 018.98 SF
M TCH EXISTING
DECKS 3, , z 312.62 SF APPROXIMATE LOCATION ? • • w 4.20 TC
CONCRETE - 12,497.09 SF 7,553.78 SF 4.49 SF OF EXISTING LP TANKS 3 3.70 PROPOSED 20'xTIO Two
TO BE RELOCATED STORY OBSERVATION DECK J.
TURFSTONE - 1.816.38 SF (5.3 %) 1.816.38 SF 1..108.47 SF LOWER FFE 4.20'
TOTAL COVERAGE - 18,857.89 SF (55.0 %) 13,914.58 SF (59.7 %) 5329.78 SF (54.0%) UPPER DECK 13.50'
TO BE REMOVED: 6 O GAt PROPOSED 6' WIDE
BUILDINGS - 1,018.98 SF � BOARD WALK" HOG DOME HEAD
ELEV. 4.20' BOLTS W/ 3" OGEE WASHERS
DECKS - 3,525.44 SF „ , ....! 2 :.%
CONCRETE - 2894.54 SF �ys CONSTRUCT NEW BULKHEAD
+ ADJACENT TO AND
TURFSTONE - 171.40 SF PROPOSED POROUS PROPOSED ys } \ WITHIN 2' OF EXISTING SCAB OR LAP SPLICE
CONCRETE IN NEW BOLLARDS /6 5% MAX. SLOPE STRINGERS 2' OVERLAP
PROPOSED: PARKING AREAS CONSTRUCT NEW BULKHEAD TO DECK
MAINTAIN LEVEL ADJACENT TO AND WITH (2) %" GALVANIZED
BUILDING - 2,296.39 SF 2,253.34 SF 235.79 SF WITHIN 2. OF EXISTING PROPOSED BOLTS & 3" OGEE WASHERS
PROPOSED 6' WIDE STEPS TO WATER
. �/C®
STEPS - 227.50 SF 227.50 SF 196.34 SF PROPO BOARD WALK �6cI7
DECKS - 1,615.22 SF 1,615.22 SF ',514.40 SF
STANDARD CONCRETE - 9,182.13 SF 5,204.01 SF 0 SF ELEV. 4.20' „ ^' <�
POROUS CONCRETE - 3,925.83 SF (11.4 %) 1,897.21 SF 556.65 SF 135.9' 1. IN CASE OF A DISCREPANCY IN DIMENSIONS OR DETAILS, BETWEEN MANUFACTURER
TURFSTONE - 1,644.71 SF (4.8 %) 1,644.71 SF 1.008.73 SF AND STRUCTURAL DRAWINGS NOT AFFECTING STRENGTH, THE MANUFACTURERS PLANS
SIDEWALK - 631.63 SF 580.38 SF 7.51 SF <? <: SHALL GOVERN. FOR DIMENSIONS AND DETAILS NOT SHOWN, SEE MANUFACTURERS
19,523.41 SF (56.9 %) 13,422.37 SF (57.6 %) 3,719.42 SF (37.7 %) r ;' PLANS.
55% ALLOWED; COVERAGE MAY BE INCREASED TO A MAXIMUM OF 657. IF TURFSTONE OR POROUS k z A- A- z °' 2. WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDITION, IT SHALL
CONCRETE IS USED. 5,570.54 SF (16.2 %) PAVEMENT IS BEING REPLACED WITH TURFSTONE /POROUS s $ > 8 FLOATING ^ APPLY TO ALL SIMILAR OR LIKE CONDITIONS, UNLESS NOTED OR SHOWN OTHERWISE
CONCRETE. (1 SF IMPERVIOUS PAVEMENT REPLACED BY 1.5 SF POROUS CONC =ETE / TURFSTONE) JET SKI BERTHS ON PLANS.
±65' x 11'
14. STORMWATER MANAGEMENT WILL UTILIZE INFILTRATION THRU NEW PAVEMENT ANED THE NEW BUILDING '' 3. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE, PLUMB AND TRUE,
WILL HAVE ROOF RUN -OFF DIRECTED TO A NEW INFILTRATION BASIN LOCATED ON THE EAST SIDE OF ;` OR IN OTHER PLANES AND SHAPES AS SHOWN ON THE DRAWINGS. JOINTS SHALL BE
THE SITE. THE SYSTEM IS DESIGNED TO MANAGE THE 10 YEAR 2 HOUR STORK. TIGHT, EVEN, AND FREE OF OFFSETS. NO FIELD ALTERING OF ANY MEMBERS WILL BE
ALLOWED THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE WTIH THE DRAWINGS
15. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL BUFFERING. ALL REQUIRED •
AND SPECIFICATIONS, WITHOUT WRITTEN APPROVAL OF THE PROJECT ENGINEER.
LANDSCAPING AND BUFFER AREAS SHALL BE MAINTAINED IN GOOD CONDITION SO AS TO PRESENT A > >
HEALTHY AND ORDERLY APPEARANCE AND SHALL BE KEPT FREE FROM REFUSE AND DEBRIS, THIS Y <' 4. THE DIMENSIONS SHOWN WITH A SUFFIX " ARE APPROXIMATE AND SHALL BE
<.;
INCLUDES, BUT IS NOT LIMITED TO THE REPLACEMENT OF PLANTS DAMAGED B°` INSECTS, DISEASE, a\i VERIFIED BY THE CONTRACTOR BEFORE FABRICATION.
VEHICULAR TRAFFIC AND VANDALISM.
w 5. IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING
ELEVATIONS, OR OTHER CONDITIONS WHICH PROHIBIT EXECUTION OF THE WORK AS
16. LIGHTS FOR THIS SITE WILL BE MAINTAINED. 6.0'
DIRECTED IN THESE DRAWINGS, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
17. ALL OUTDOOR LIGHTING SHALL BE ERECTED, ALTERED OR MAINTAINED IN ACCORDANCE WITH THE
PROVISIONS IN SECTION 48 -321 - 48 -329 OF THE TOWN OF NAGS HEAD ZO';ING ORDINANCE. ALL 6. LUMBER SHALL BE RATED (AWPA STANDARDS) AS FOLLOWS:
LIGHT PRODUCED ON SITE SHALL BE CONTAINED WITHIN THE PERIMETER OF TN <E SITE BY DESIGN,
ORIENTATION OR SHIELDING OF THE LIGHT SOURCE. PROPOSED LIGHTS WILL MATCH EXISTING LIGHTS. PILINGS:
SET OUTSIDE OF TIDE ZONES: UC -4C
18. ALL NEW UTILITIES ARE TO BE PLACED UNDERGROUND. �� • k ®• k� SET IN SALT OR BRACKISH WATER AND TIDE ZONES: UC -5B
3s s� 3s GIRDERS:
19. BUFFER YARDS SHALL BE INSTALLED AND MAINTAINED ACCORDING TO THE STANDARDS OF (D)(5)A WITHIN SPLASH PRONE AREAS IN SALT OR BRACKISH WATER INSIDE TIDE ZONES:
OF SECTION 48 -445, AND IN ACCORDANCE WITH SECTIONS 48 -481 -48 -484. 19.5' 60.0' UC -5B
OTHER: UC -413
20. THE BUILDING WILL COMPLY WITH VOL. 1C OF THE NORTH CAROLINA STATE BU.LDING CODE AND STRINGERS /JOISTS /TIES:
CURRENT NFPA REQUIREMENTS.
GROUND CONTACT R SP -
OTHER: UC -3B
21. BUILDING HEIGHT SHALL NOT EXCEED 42'. DECKING AND HANDRAILS:
GROUND CONTACT OR SPLASH ZONE: UC -4B
22. WATERCRAFT FUELING SHALL COMPLY WITH SECTION 2210 OF THE NC FIRE PHI- VENTION CODE. OTHER: UC -3B
GRAPHIC SCALE 7. ALL BOLTS TO BE HOT DIP GALVANIZED, ALL FASTENING TO BE STAINLESS STEEL OR
23. WATER DEPTHS PROVIDED BY OWNER'S CONTRACTOR. �n n 11" gn an Rn TREATED FOR EXTERIOR EXPOSURE AND USE.
LINE TABLE (BULKHEAD)
LINE
LENGTH
DIRECTION
L1 TIE LINE
89.75
S43'54'37 "W
L2
32.71
S11'56'02 "W
L3
14.78
S09'04'04 "W
L4
5.08
S12'42'39 "W
L5
11.23
N82'35'41 "W
L6
11.63
S0832'51 "W
L7
10.93
S76'1 1'52"E
L8
20.86
S10'11'16 "W
L9
1.35
N82'46'48 "W
L10
46.45
S59'33'40 "W
L11
11.34
S57'20'07 "W
L12
31.91
S63'08' 18 "W
L13
48.90
S61'08'43 "W
4" AGGREGATE EASE COURSE
NCOOT TYPE 'A'
(100% COMPACTION, -SHTO T180) 5" 3,500 PSI REINFORCED
TOP 8" SUBGRADE CONCRETE
1/4 "R TOOLED EDGE
4000 PSI CONCRETE
44 WWF
SUBGRADE (95%
STANDARD PROCTOR)
(98% COMPACTION, AASHTO -99)
0
5s,
� � I
NOTE: ,;,'ONFIRM PAVEMENT THICKNESS WITH GEOTECHNICAL REPORT.
.STMDAM J AIL
NTS
(IN FEET)
1 INCH = 20 FT.
(2) 24" #5 REBAR PINS
6'Lx5"Tx6 "W PRECAST WHEEL, STOP
\_ SUBGRADE - STABLE AND APPROVED
SUBGRADE BELOW 6 ", 315% COMPACTION BY GEOTECHNICAL ENGINEER
STANDARD PROCTOR - COMPACTED TO AT LEAST 98%
(FILL TO BE PLACED IN 8" LIFTS) (STANDARD PROCTOR)
zlik
Y2" TOOLED RADIUS
PAVEMENT
(SEE DETAIL)
d '
14"
M1 /rII / MA
NTS
INRL7MTM BASNV
NTS
TYPICAL VIER 3ECT10N
NTS
4
1�
2()l a 0 6 46
2x6 DECKING FASTENED
WITH 12d (3 Y4 ") NAILS
(3 AT EACH STRINGER)
8 "0 TIP PILES ® 10' O.C.
2x8 ® 12" O.C.
2 -2x,10 BOLTED
TO 8"0 PILING
2 "x4" WOOD TIES WITH (6)
#12 NAILS (TYPICAL
INTERIOR STRINGERS)
vm
rA
1'- 0 "x1' -6 "x.080" ALUMINUM HANDICAP PARKING
PARKING SIGN. SIGN TO READ C°
"RESERVED PARKING" WITH
IDENTIFICATION SYMBOL, BOLTED TO
STEEL TUBE WITH 3/8" CADMIUM
PLATED BOLTS, NUTS AND WASHERS. MAXIMUM
PENALTY rn
5' CONCRETE SIDEWALK
(UNLESS OTHERWISE SPECIFIED) ,£I a �. u = RN _,lADIUS: 1 -1/2" (TYPICAL)
9
JL
(SEE NOTE 7) a �� �' (� (' 4 "x4" STYP POST
3 I,i p
5" THICK (6" AT DRIVEWAYS)
FIBER REINFORCED CONCRETE
COMPACT EXISTING (UNLESS OTHERWISE SPECIFIED)
SUBGRADE TO 95%
STANDARD PROCTOR
DENSITY
NOTES:
1. ALL CONCRETE SHALL BE 4,000 PSI, 5" THICK, UNLESS NOTED OTHERWISE. DRIVE APRONS AND PATHWAY AT DRIVEWAYS SHALL
BE 6" THICK CONCRETE SHALL BE PREPARED IN ACCORDANCE WITH ACI 211.1, ACI 301 AND ASTM C94.
2. CONTROL JOINTS SHALL BE PLACED PERPENDICULAR TO THE EDGE OF PAVEMENT AT 5' SPACING. CONTROL JOINTS SHALL BE
SAWED.
3. EXPANSION JOINTS SHALL BE PLACED AT THE END OF EACH SECTION OF CONSTRUCTION INCLUDING THE LOCATIONS THAT
PAVEMENT ABUTS EXISTING PAVEMENT AND AT 30' INTERVALS. EXPANSION JOINT MATERIAL SHALL BE YZ" THICK AND CONFORM TO
ASTM D 1751.
4. LONGITUDINAL SLOPE SHALL NOT EXCEED 5 %.
5. A GROOMED SURFACE FINISH SHALL BE PROVIDED UNLESS OTHERWISE APPROVED BY THE OWNER.
6. TESTING SHALL BE PROVIDED BY THE CONTRACTOR.
7. REFER TO PLANS FOR SLOPE DIRECTION.
NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES
SHALL BE IDEN T`.IFIED BY ABOVEGROUND SIGNS
ONLY (SEE N.C:O.S.)
2. NEW SPACES SHALL NOT USE GROUND- PAINTED
SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE STRIPED
OFF ONLY; BLUE COLORING IS NOT NECESSARY
NOT REQUIRED.
4. STRIPING IS WH:I "E ON DARK PAVEMENT; BLUE
ON LIGHT PAVEMENT. (N.C.D.O.T.)
5. CONDITION 1: PEDESTRIAN PATH DOES NOT PASS
UNDER OR AROISND SIGN. CONDITION 2:
PEDESTRIAN PATH GOES BY, UNDER, OR AROUND
SIGN.
6. STANDARD SIGN COLORS: BACKGROUND - WHITE,
LETTERING /BORGG:ER - GREEN, FIGURE - WHITE ON
BLUE FIELD.
7
0. •
R
�Lo
FI
Z Iw
0
v=
0
z
0
0
z
io
I
in
1.'
•
C
i
W
E
N
U
�
O N
�
ayi rn � .m p
t`
NNCO
°• c
U f6
f
U� U)Z
O
QU�Zd N
CoiS 0
D
Lo
0
(6 N O> v N a O
O N L
33
N O C
.o to X
0= a�
`- ._ L 16
w< v
- c a
L -
- e
a tL 3 U
�
I- o a m ._
m
Z
z
� a
U
w
0
H
0
8
Q
Z
r
T