20130644 Ver 1_CAMA Application_20130625

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A
AMENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
Governor
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Braxton C. Davis
Director
24 June 2013
EXPRESS PERMIT REVIEW PROGRAM
Karen Higgins
Division of Water Quality
David W. Moye
Express Permits Coordinator
CAMA/DREDGE & FILL Permit Application
I. G. Holdings, LLC — c/o Israel Golasa
John E. Skvarla, III
Secretary
Juiv b 5lzo�
DEW - WATER URZITY
The project site is located at 24530 NC 12 in Rodanthe on the Pamlico
Sound in Dare County, North Carolina.
Proposed Project: The applicant proposes to construct a $10,200 fF retail building and a
1,792 ftz detached 5- bedroom house, a bulkhead, pier, and a 56 -space
paved parking lot.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form to The Washington Regional Office by 14 July 2013. If you have any questions
regarding the proposed project, please contact David W. Moye at 252 - 948-3852. When
appropriate, in -depth comments with supporting data is 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
943 Washington Square Mall, Washington, NC 27889
Phone: 252 - 946 -8481 1 FAX- 252 - 948 -0478 Internet www.nccoastalmanage nentnet

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review Program
1. APPLICANT'S NAME: I. G. Holdings, LLC for Israel Golasa
2. LOCATION OF PROJECT SITE: 24530 NC 12 in Rodanthe on the Pamlico Sound in Dare County,
North Carolina
Photo Index - 2006: 174 -7845; R-2, 2000: 175 -2058; G-22
State Plane Coordinates - X: 3,049,500 Y: 685,000 GPS Rover File - did not obtain
Rodanthe Quad. (upper right corner)
3. INVESTIGATION TYPE: CAMA 8t D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 06/12/13
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 06/20/13
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Uplands - Commercial, Water - Conservation
(B) AEC(s) Involved: EW, PTA, CS
(C) Water Dependent: YES
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - None
Planned - Standard LPP system
(F) Type of Structures: Existing - Concrete riprap, concrete pad, gravel parking, and chain link
fence
Planned - Commercial building, concrete parking, house, bulkhead and
pier
(G) Estimated Annual Rate of Erosion: 0
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
OTHER
(A) Vegetated Wetlands
(B) Non - Vegetated Wetlands
(1,180 ft2
Sound bottom
shaded
(C) Other
±78,408 ft2
highground
LL
(D) Total Area Disturbed: +79,588 ft2 ( ±1.83 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SA;HQW Open: Yes
8. PROJECT SUMMARY: The applicant proposes to construct a retail building with a detached 5- bedroom
house, a 56 -space paved parking lot, a bulkhead, and a pier.
a

I. G. Holdings, LLC
Go Israel Golasa
Dare County
Express Permit Review Program
Project setting
Michael Morway with Albemarle & Associates, Ltd., on behalf of Israel Golasa for I.
G. Holdings, LLC, has requested the attached application be processed under the
Express Permit Review Program, for construction of a commercial retail building under
the name of I. G. Holdings, LLC.
The project site is located at 24530 NC 12 in the Village of Rodanthe adjacent the
Pamlico Sound in Dare County, North Carolina. The Pamlico Sound is classed as Public
Trust Area and Estuarine Water Areas of Environmental Concern (AECs), with the
corresponding designated Coastal Shoreline AEC (751 Estuarine Shoreline). The
proposed project site is *1.75 acres and was a commercial recreational vehicle storage lot
The site has *160' of shoreline and it is armored with large broken concrete riprap
along the entire length. A *60' long riprap groin straddles the northern property line. Near
the center of the lot is a large concrete pad on which a building previously existed that was
destroyed in Hurricane Irene in 2011. A gravel drive enters the site from NC 12, loops
around the building and has an expanded parking area along the south side of the old
building site. The remainder of the site is vegetated with upland grasses. The property
has a chain link fence along NC 12 and down both property lines that stops short of the
water.
The property is bordered to the north by commercial development (Kitty Hawk
Kites), which has a bulkheaded shoreline and 1130' long pier. An old amusement park site
(Water Fall Park) borders the site to the south. It has a shoreline stabilized with broken
concrete similar to the project site but the structures on the upland portion of this site were
damaged by Hurricane Irene and have not been repaired.
The project site has an existing elevation of *51. Pamlico Sound at this location is
classified as SA; HOW by the Environmental Management Commission. The area is open
to the harvesting of shellfishing.
Project description
The applicant proposes to construct a *10,200 ft2 (60' by 170') retail building on the
site with a detached ±1,792 ft2 (28' by 64' footprint) 5- bedroom house for the employees.
The existing elevation of the property at the building location will be raised t6' for a
finished floor elevation of ±10.71. A 56 -space concrete paved parking lot is also proposed
as well as a driveway connection to NC 12. The applicant proposes to construct a
wastewater system utilizing a standard LPP system.

I. G. Holdings, LLC
c!o Israel Golasa
Dare County
Express Permit Review Program
Page Two
The existing concrete riprap is proposed to be replaced by a 5' high by 160' long
vinyl bulkhead. The bulkhead alignment will be located at the normal water level along the
shoreline. Along the southern property line the applicant proposes a 50' long return wall.
A 6' wide by 130' long pier is proposed including a 16' by 25' L -Head platform. A 6' wide
by 54' long wooden boardwalk access is proposed from the bulkhead to the proposed
parking area. Existing water depth at the end of the proposed pier is 1.8' below normal
water level. No impervious surface is proposed within 30 of the Pamlico Sound.
The total amount of disturbance for the project site is 11.8 acres (178,408 W), which
is the entire site plus a portion of the NC DOT right of way for the driveway connection.
The total impervious coverage for the site is 1-37,634 fN or 49.4 %. As proposed,1-840 W of
impervious surface will be located within the 75' Coastal Shoreline Area AEC associated
with the concrete parking area. No impervious surface is proposed within the 30' Coastal
Shoreline Buffer.
Anticipated impacts
The project as proposed will result in the disturbance of 178,408 ft2 of uplands.
Approximately 840 ft2 of impervious surface within the Coastal Shoreline AEC will result
from the installation of the paved parking area. No impervious surface within the 30,
Coastal Shoreline Buffer is proposed. Approximately 1,180 ftz of sound bottom will be
shaded by the proposed pier. The project will result in localized turbidity as a result of the
construction activities.
David W. Moye — 20 June 2013

f i
__ -Albemarle _
& ASSOCIATES, LTD.
CAMA Narrative - Rodanthe Super Wings
24530 NC 12, Rodanthe, NC, 27968
Prepared for
IG Holdings, LLC
2229 S. Croatan Hwy, Nags Head, NC, 27949
June 4, 2013
Existing Conditions: IG Holdings, LLC has recently purchased a 1.73 acre site in
the Village of Rodanthe on Hatteras Island in Dare County. Prior to the purchase,
the site was operated (under previous ownership) as "Boyce Storage ", serving as a
storage facility for large vehicles, campers, etc. The site is adjacent to the Pamlico
Sound (SA, HQW classification) and has approximately 160' of sound frontage. The
Natural Resource Conservation Service Soil Survey for Dare County has mapped
the soils on the site to consist primarily of Corolla Fine Sand, with a small portion
Corolla — Duckston Complex along the southeast corner of the parcel. The majority
of the site is between 3 and 6 feet above sea level (NAVD 1988). The west side of
the site of the site slopes to sea level and the shoreline is lined with rip -rap
consisting of large broken concrete for stabilization of the shoreline. Portions of the
shoreline have a sandy beach in front of the rip -rap (above NWL). A large raised
building foundation is located within the center of the site, with much of the
surrounding areas containing gravel access roads previously used for the
vehiclettrailer storage. The remainder of the site is sandy with areas of sparse
vegetation consisting of native weedy ground cover. The property is within a flood
zone of AE -8 & AE -9. Shoreline protection along the adjacent parcel to the north
(Kitty Hawk Kites) consist of a wooden bulkhead, while the parcel to the south has
rip -rap along the shoreline.
Proposed Development: IG Holdings, LLC intends to redevelop the property to
construct a new 10,200 sf retail building, a five- bedroom house and a parking lot. All
the existing gravel and paved surfaces will be removed. An on -site septic system
consisting of a septic tank, pump tank and LPP drainfield will serve both facilities,
which will be permitted through the Dare County Health Department. Domestic water
will be provided through a connection to the existing Dare County watermain along
the west side of NC -12. Stormwater will be directed to an infiltration basin along the
northern property line. A new bulkhead will be provided for shoreline protection. A
pier with a platform at the end will also be provided.
CAMA Permitting Items: The Pamlico Sound is jurisdictional waters that include an
AEC of 75' from the shoreline. Development within the AEC includes the installation
of a bulkhead (including grading to backfill the bulkhead) and pier as well as the
construction of a portion of the parking lot and house. The bulkhead will be timber
with anchor rods and deadmen, and will extend vertically to an elevation of 5' above
msl. On the north end of the site, the bulkhead will connect to the existing bulkhead
Land Planning — Engineering — Surveying — Environmental — Construction Management
P.O. Box 3989, 115 W. Saint Clair St, Kill Devil Hills, North Carolina 27948
Phone: [phone] www.AlbemarleAssociates.com Fax: 252 - 441 -0965

Rodanthe Wings
CAMA Narrative
June 4, 2013
Page 2 of 2
that extends to the south end of the Kitty Hawk Kites property. At the south end of
the site, the bulkhead will turn east and extend approximately 50' into the property,
where grades are within 12" of the proposed top of the bulkhead. The pier will also
be wooden and extend approximately 130' into the Pamlico Sound, or approximately
the same distance as the pier on the adjacent (north) Kitty Hawk Kites property. The
pier will be six feet wide and a 400 sf platform will be provided at the west end. Rip -
rap will be removed as needed to install the bulkhead, tie rods, deadmen and pier
pilings. Pilings for the bulkhead and pier will be jetted and /or tamped into place. All
impervious surface (concrete parking & sidewalks and building structures) will be
outside of the 30' estuarine setback, with only a wooden boardwalk extending to
pier.

INE Wa
NFLICATION for
Maier Oer9br010n1 Permit
Pam nwlaW , =,W,
Nnrth ramlina n1VLS1nN nF rnA.CTAI MANAf'%FIIAFNT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (If applicable)
I.G. Holdings, LLC
Rodanthe Super Wings
Albemarle & Associates, Ltd
Applicant 1: First Name
MI
Last Name
Agent/ Contractor 1: First Name
Israel
Last Name
Golasa
John
Applicant 2: First Name
MI
Last Name
Agentl Contractor 2: First Name
If additional applicants, please attach an additional page(s) with names listed.
Last Name
Mailing Address
PO Box
City
State
PO Box 120
Kitty Hawk
NC
ZIP
Country
Phone No.
FAX No
Kill Devil Hills
27949
USA
252 - 480 - 0009 ext.
252 '
480 0889
Street Address (rf different from above)
City
State
ZIP
2229 S. Croatan Hwy
Nags Head
NC
- 27959
Email
Contractor #
[e-mail]
250 - 441 - 0965
2. Agent/Contractor Information
Business Name
Albemarle & Associates, Ltd
Agent/ Contractor 1: First Name
MI
Last Name
John
M
DeLucia
Agentl Contractor 2: First Name
MI
Last Name
Mike
J
Morway
Mailing Address
PO Box
1PO 1
City
State
Box 3989
Kill Devil Hills
NC
ZIP
Phone No. 1
Phone No. 2
27948
252 441
2113 ext.
- -
ext.
FAX No.
Contractor #
250 - 441 - 0965
Street Address (if different from above)
City
[State
ZIP
115 West St. Clair St
ill Devil Hil
s NC
27948
Email
johnd @albemarleassociates.com
mikemealbemarleassociates.com
SFAWM cantinups can hark>

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
I Project Location
County (can be multiple)
Street Address
State Rd. #
Dare
24530 NC 12
NC 12
Subdivision Name
City
State
Zip
n/a
Rodanthe
NC
27968
Phone No.
Lot No.(s) (rf many, attach additional page with list)
- n/a - ext.
n/a , , I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
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
®Yes []No
work falls within.
Dare County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
160 ft
76,183 sf
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
n/a
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
5' ❑NHW or ®NWL
e. Vegetation on tract
mostly gravel with areas of native weedy vegetation, pavement and rip -rap.
f. Man -made features and uses now on tract
gravel paved areas, building foundation, rip -rap shoreline protection
g. Identify and describe the existing land uses adiacent to the proposed project site.
south: "Waterfall Park" - abandoned amusement park with go cart tracks, bumper boats, etc
north: Kitty Hawk Kites retail shop
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
S -1 "Special District" (all uses permitted)
(Attach zoning compliance certificate, if applicable)
(Eyes []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 QNo ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic Distnct or does it involve a ❑Yes ©No ❑NA
National Register listed or eligible property?
<Form continues on next Pane>

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Maior Development Permit
m. (i) Are there wetlands on the site?
❑Yes ®No
(ii) Are there coastal wetlands on the site?
❑Yes ®No
(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.
The site was previously used as a storage facility.
An on -site septic system is believed to exist to serve the
former building.
o. Describe existing drinking water supply source.
Dare County supplies municipal potable water to the site.
p. Describe existing storm water management or treatment systems.
There are no stormwater BMP's on the site. An infiltration basin is planned with this project.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Govemment
Commercial (public retail) and residential (employee housing) ❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The site will include a 10,200 sf retail sales building (open daily to the public)
and a 5- bedroom residential house (1,792 sf) for employees.
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.
Fill will be placed and compacted with a roller. Retail building will be steel frame, house
will be wood with standard residential construction techniques. Pilings for bulkhead and pier
will be ietted and vibrated or tamped into place, navement will be oured in place concrete.
d. List all development activities you propose.
demolition of existing pavement and foundations, 10,200 sf retail building, 5 bedroom house,
paved parking lot, septic system, stormwater infiltration basin,
bulkhead (shoreline protection) and 6' wide timber pier.
e. Are the proposed activities maintenance of an existing project, new work, or both?
demolition of existing pavement /foundations and new construction
f. What is the approximate total disturbed land area resulting from the proposed project? ❑Sq.Ft or ®Acres
1.8 acres (includes encroachment into NCDOT r /w)
g. Will the proposed project encroach on any public easement, public accessway or other area UYes ❑No ❑NA
that the public has established use of? driveway access & grading will encroach into NCDOT r/w
h. Describe location and type of existing and proposed discharges to waters of the state.
Existing stormwater from portions of the site may runoff into the Pamlico Sound.
No discharges are proposed.
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
j. Is there any mitigation proposed? ❑Yes ❑No ®NA
If yes, attach a mitigation proposal.
<Form continues on backs

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) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly 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 prof that such
owners have received a copy of the application and plats by certified mail. 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 Waves Village, LLC Phone No. 252-441 -4127
PO Box 1839, Nags Head, NC, 27959
Address 24502 NC -12, Rodanthe, NC, 27968 (property)
Name Ritsa G. Merjos (Trustee) Phone No.
2004 Inland Cove, Virginia Beach, VA,23454
Address 24654 NC -12, Rodanthe, NC, 27968 (property address)
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, perrnittee, and issuing dates.
unknown
h. Signed consultant or agent authorization form, if applicable.
L Wetland delineation, f necessary. n/a
). A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owne4 n/a
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. n/a
7. Certificadon and Permission 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 restrictions contained in the permit.
1 certify that I am authorized to grant, and do in tact 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 truthful to the best of my knowledge.
Date —&I#,( 113 Print Name P10AU -7s. rW(b+1*'I.' AVE eLJZ--**- "cC'PMc'� Q62�
Signature
Please indicate application attachments pertaining to your proposed)roject.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bn es and Culverts
®DCM MP -3 Upland Development
pDCM MP-4 Structures Information

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
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.
1. EXCAVATION ®This section not applicable I
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 wedands/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.
OCW OSAV OSB
OWL ONone
(i) Describe the purpose of the excavation in these areas:
d. High - ground excavation in cubic Yards-
12. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
OYes ONo ONA
(ii) 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.
OCW OSAV OSB
OWL ONone
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
OYes ONo ONA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
OYes ONo ONA
(ii) If yes, how much water area is affected?
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
(NLW or
NWL )
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
1 1
Depth
1. EXCAVATION ®This section not applicable I
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 wedands/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.
OCW OSAV OSB
OWL ONone
(i) Describe the purpose of the excavation in these areas:
d. High - ground excavation in cubic Yards-
12. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
OYes ONo ONA
(ii) 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.
OCW OSAV OSB
OWL ONone
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
OYes ONo ONA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
OYes ONo ONA
(ii) 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)
160+50 = 210
,,,,o,.. ,,,,,,o .,,.o
[513ulkhead ❑Riprap ❑Breakwater /Sill ❑Other:
c Average distance waterward of NHW or NWL:
0'
e Type of stabilization material:
timber bulkhead
g Number of square feet of fill to be placed below water level.
Bulkhead backfill 0 sf Riprap
Breakwater /Sill Other
i. Source of fill material.
existing on -site fill or permitted borrow pit
Width: +/- 1811
d. Maximum distance waterward of NHW or NWL:
0'
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
sand
4. OTHER FILL ACTIVITIES [N This section not applicable
(Excluding Shoreline Stabilization)
a_ fil Will fill material be brought to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetiands/marsh (CM,
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Silt fence will be installed along edge of
bulkhead
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.
sunmergea aquatic vegetation tar,v), amall wucnn %voy, VP
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
bulkhead piles will be placed by jetting
and backfilled by backhoe or excavator
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes [@No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
6 )'yI'-2, Michael J. Morway (Albemarle & Associates - Agent)
Date Appli time J
Rodanthe Super Wings
Project Name Applicant S' re

m. Describe proposed drinking water supply source (e g., well,
community, public system, etc.)
Dare County Water Department
o. When was the lot(s) platted and recorded?
(1978 was the first deed found)
61+1'41,3
Date
Rodanthe Super Wings
Project Name
Michael J. Morway (Albemarle & Associates - Agent)
Appian Name
A,2-� Applicant Sign re
n. (i) Will water be impounded? []Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes []No ®NA

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
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 (1) Is the docking facility /marina:
®Commercial ❑Public/Govemment )]Private /Community
c (t) Dock(s) and /or pier(s)
(ii) Number 1
(iii)Length +/- 130'
(iv) Width 61
(v) Floating ❑Yes ®No
e. (i) Are Platforms included? ®Yes []No
If yes:
(ii) Number 1
(iii) Length 25' ?
(iv) Width 16, ?
(v) Floating []Yes ®No
Note: Roofed areas are calculated from dnpline dimensions.
g (i) Number of slips proposed
0
(ti) Number of slips existing
0
i. 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:
k. Typical boat length: n/a
m (i) Will the facility have tie pilings?
❑Yes ©No
(ii) If yes number of be pilings?
[I This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ❑No
d. (i) Are Finger Piers included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
f. (i) Are Boatlifts included? ❑Yes ©No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and /or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe.
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
n a
I. (i) Will the facility be open to the general public?
®Yes ❑No

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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.
(1) 10,200 sf retail
(1) 5 bedroom house (1,792 sf)
c. Density (give the number of residential units and the units per
acre).
1 house / 1.7 acres
(0.6 units / acre)
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 submitted concurrent
(ii) If yes, list the date submitted:
to CAMA permit
b. Number of lots or parcels.
1
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
1.6 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
concrete pavement, roofing
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built -upon surfaces, such as require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
7% ®Yes ❑No ❑NA
Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
49.4%
j. Describe proposed method of sewage disposal.
on site septic system (LPP disposal)
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).
An engineered stormwater management plan
is being designed and permitted by DWQ
for this project.
submitted concurrent
(ii) If yes, list the date submitted: to CAMA permit
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 storrnwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.

Z DOCKING FACILITY /MARINA OPERATIONS [3 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: ; Locabon:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available' signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake° signs proposed.
L Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live- aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?

m. Is the marinaldocking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
n. Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ❑No
o. Is the marinaldocking 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
❑WL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ONO
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) IN This section not applicable
a. (t) Is the boathouse structure(s):
[]Commercial ❑Public/Govemment ❑Private /Community,
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dnpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) 10 This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) 19 This section not applicable
a Length
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a Is the structure(s):
❑Commercial ❑Public/Govemment ❑Private /Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Are of the swing
b. Average distance from NHW, NWL, or wetlands
19 This section not applicable
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)

7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
1001 (north) / 521 (south)
b. Proximity-of structure(s) to adjacent docking facilities.
127' (pier to north)
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body d Water depth at waterward end of structure at NLW or NWL
193 M, t -> t .6 t
e. (1) 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.
& OTHER ®This section not applicable
a. Give complete description:
&1w ( 13
Date
Rodanthe Super Wings
Project Name
Michael J. Morway (Albemarle & Associates - Agent)
Appli nt Name
Applicant Signa

N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date
Name of Property Owner Applying for Permit:
I G Holdings, LLC
Mailing Address:
PO Box 120
Kitty Hawk, NC, 27949
I certify that I have authorized (agent) Albemarle & Associates, Ltd
to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) bulkhead and pier
at (my property located at) 24530 NC -12, Rodanthe, NC, 27968
This certification is valid thru (date) 5/20/2014
Property Owner Signature Date

DARE '.+�� REAL ESTATE
COUNTY yk �'' TRANSFER TAX
L r B: 1923 P: 279 Doc Id: •6324608
03/07/2013 03 39 PM Receipt tt 13.2829
Dec Coda DEED NCExclse Tax Pd- $780 00
Van. -,!Ila ticMurran -Smith Register of Deeds Dire Co tJC
Tax. Collector Cep fist on That No Delinqueot Taxes
Are Due. Date 13 By _Certification
er•pires Jan. 6th of the year following certific2tinn
�qq, t �
LT#
$ 3,900.00
Tax Lot No.
Verified by.
NORTH CAROLINA GENERAL W
Revenue Stamps $780.00
Parcel Identifier No. 0142211
County on the day of
by f (
N
EED
Mail after recording to Gray & Lloyd, 3120 N. Croatan Hwy, Suite IQ , ,Aill Devil Hillsf'l+t� 27948
This instrument was prepared by Starkey Sharp, Attorney at Law I \
Brief Description for the index i metes and bounds
RE150971r
THIS DEED made March 7, 2013 by e n
GRANTOR GRANTEE
Ronald A. Boyce, unmarried G gs, LLC
A rth Carolina Limited Liability Company
P.O. Box 403
Rodanthe, NC 27968 P . Box 120
O Hawk, NC 27949
n
The designation Grantor and Gt � in shall �ude said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, fe o uter context.
WITNESSETH, that the G!aqo?,Aefr val-ttie-bmsideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents don ' , sell a ey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in the Town of Rodanth , i ut , co #0 -vownst , Dare County, North Carolina and more particularly described as follows:
see attached Exhibit "A"
If checke t ie prope includes the primary residence of at least one of the Grantors. (NC GS §
105- 317.2)

The property hereinabove described was acquired by Grantor by instrument recorded in Book 1751 , Page 276 .
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has e r
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant an
lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Easements and restrictions of record, if any, in the Dare County Registry. CC)
IN WITNESS WHEREOF, the Grantor has hereunto set his hand at
its corporate name by its duly authorized officers by authority of its
STATE OF NORTH CAROLINA O
I the undersigned Notary Public for the State
me this day and acknowledge the due execu
February, 2013. T
My Commission Expires:
7/2/2015
V
to the Grantee in
the same in
t!e against the
t to be signed in
written.
{SAL)
(SEAL)
(SEAL)
YCOUN(SEAL) TY OF DARE
said, do hereb certify that Ronald A. Boyce personally appeared before
instrument itness my hand and official seal this 7th day of
Notary Public
P I. - s'a
AO TAR = cA
Y•
C
co

EXHIBIT "A"
Tract I:
Beginning at a concrete monument, said concrete marker being situated on the Western ed�
right -of -way of North Carolina Highway 12, said existing marker also being located North
feet from an existing concrete monument located at the South East corner of the Frank A. J
land, formerly known as the Old Church Lot, as shown on a map or plat entitled "S
Rodanthe, Kinnakeet Twp., Dare County, North Carolina," dated the 13`s day of Septtee
Meekins, Jr., and Associates, Surveyors and Planners, a copy of which is recorde
Dare County Registry and incorporated herein by reference for a more complet p 's4
said beginning point North 84 °41'30" West 250.0 feet to a concrete monume ence No
180.0 feet to a concrete monument; thence South 84 °41'30" East 250.0 feet to ete
concrete monument situated and being on the Western edge of the 100 -fog o y oii
Highway 12; thence South 7 °3'30" West 180.0 feet to the point and pla pfbegi 'ng.
Tract II:
of the 100 -foot
3'30" East 101.87
Not or parcel of
Fr :bw. ob,
M.
486, Pa of the
escrip oo ; from
703130's' East
ument, said
)rth Carolina
Beginning at an existing concrete monument, said existin c crete monu Ice tang situated on the Western
edge of the 100 -foot right -of -way of North Carolina Hi y 12, said ex tc g concrete monument also being
South 7 °03'30" West 75.2 feet from an existing iron pi shown on a a or plat entitled "Survey for Frank
Jakob, Rodanthe, Kinnakeet Twp., Dare County, North C o ' a," dated a 3`s day of September, 1979, by W.
M. Meekins, Jr., and Associates, Surveyors and Planners, a y recorded in Book 486, Page 104 of
the Dare County Registry and incorporated herein by reference a complete and precise description;
from said beginning point North 84 °41'30" We 52.0 feet to an existing concrete monument; thence North
84 °41'30" West 12 feet, more or less, to a point hores of the Pamlico Sound; thence following the
various meanderings of the Pamlico Sound in a gene utherly direction to a certain point, said certain
point being the various calls and distances from t pr ee ' g call: South 84 041130" East 12 feet, more or
less, to an existing concrete monument, South I ° t 1 I feet to a concrete monument, North
84 041'30" West 25 feet, more or less, to the ain c sit ed on the shores of the Pamlico Sound; thence
from said certain point on the shores the P c oun outh 84 °41'30" East 25 feet, more or less, to a
concrete monument; thence South 81,3(1" East 1 t to a concrete monument; thence North 7 °03'30"
East 130.0 feet to a concrete monument;
situated and being on the Western ed�'++
North 7 003'30" East 30.0 feet to an kh
a
41'30" East 250.0 feet to a concrete monument
right -of -way of North Carolina Highway 12; thence
onument, being the point and place of beginning.

Complete Items 1, 2, and 3. Also complete
Item 4 if Restricted Delivery is desired.
I Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
I. Article Addressed to:
�I�p�
2 lc'�1 `
A. Signature
X r ❑ Agent
O Addressee
B. Received by ( ripkd me) C. Date of Delivery
D. Is a dry M item 1? O Yes
If Zr- Y , nter delivery add Blow: O No
�aAY 2 9 2013
3. Service 71W-S- P�S
❑ Certified M Express Mail
D Registered O Return Receipt for Merchandise '
0 insured Mall O c.o.D.
4. Fiestricted Delivery? (Extra Fee) O Yes
2. Article Number
(rr irrsfer from service label)
'S Form.3811, February 2004 Domestic Return Receipt 10205.02- M•t540
• 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 mailpiece,
or on the front if space permits.
1. Article Addressed to:
Z3y 5L)
A. Signature
O Agent
X J &� N� f f c s ErAddressee
r .,R �gd by (PdrKed Name) C. Date of Delivery
V. S'`aS`t �i
D. Is delivery ad different NM .Item 1? 0 Yes
If YES, enter delivery address low: O No
3. Service Type
C] Certified Mail ❑ Express Mail
0 Registered 0 Return Receipt for Merchandise
(3 Insured Man O c.o.D.
4. Restricted Delivery? (Extra Fee) C7 Yes
2. Are leeNrumbe�alabel 7011 2000 0002 0036 9975 from
PS Form.3811, February 2004 Domestic Return Receipt 10259"24A-1540 I
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PS Form r .r

lbemarle
& ASSOCIATES. LTD.
May 22. 2013
Waves Village. LLC
PO Box 1839
Rodanthe. NC. 27968
Attn: John Harris, Manager
RE: CAMA Major Permit Application for 24530 NC -12, Rodanthe, NC, 27968
Notification to Adjacent Property Owner
Dear Mr. Harris:
This letter is to inform you that the IG Holdings.
permit for the property at 24530 NC -12 in Rodanth,
I have enclosed a copy of the project drawings as
No action is required from you, or you may sign a
form. If you have any questions or comments a
t
LLC is applying for a CAMA major
As required by CAMA regulations,
notification of the proposed project.
id return the enclosed no objection
bout this proposed project, please
con act me at 252 - 441 -2113 or by mail at the address listed below. If you wish to file
written comments or objections with the Division of Coastal Management CAMA —
Express Permit Program. you may submit them to:
David Moye. District Manager
Division of Coastal Management
943 Washington Square Mall
Washington. NC. 27889
Sincerely.
Michael J. orwa . PE
Engineer .......
cc: File 68608 (122)
David Moye. NCDENR

CERTIFIED MAIL • RETURN RECEIPT REQUESTED
DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
Name of Property Owner- xa'; = = =a_e,
Address of Property:
(Lot or Street #. Street or Road. City & County)
Agent's Name #:
Agent's phone #:
Mailing Address:
I hereby certify that I own property adjacent to the above referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development
they are proposing. A description or drawing, with dimensions. must be provided with this letter.
I have no objections to this proposal. I have objections to this proposal.
K you have objections to what is being proposed, you must notify the Division of Coastal Management
(OCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is
available at vnvw. nccoastalmanagement.net!contact dcm.htm or by calling 1- 888- 4RCOAST. No
response is considered the same as no objection if you have been notified by Certified Mail.
WAIVER SECTION NOT APPO C ANN
d that a pier, dock. mooring pilings. breakwater, boathouse, lift. or groin mum
back a minim ce of 15' from my area of riparian access unless waive (If you
wish to waive the setback, must initial the appropriate bl in
I do wish to waive
wish to waive the 15' setback requirement,
(Property Owner Information)
Signature
Print or Type Name
Mailing Address
City/State2ip
Telephone Number
(Adjacent Property Owner Information)
Signature
Print or Type Name
Mailing Address
City /State/Zip
Telephone Number
Date Date
Revised 611812012

' &ASSOCIATES. LTD.
May 22. 2013
Ritsa G. Merjos
2004 Inland Cove
Virginia Beach. VA. 23454
RE: CAMA Major Permit Application for 24530 NC -12, Rodanthe, NC, 27968
Notification to Adjacent Property Owner
Dear Ms. Merjos:
This letter is to inform you that the IG Holdings. LLC is applying for a CAMA major
permit for the property at 24530 NC -12 in Rodanthe. As required by CAMA regulations,
I have enclosed a copy of the project drawings as notification of the proposed project.
No action is required from you. or you may sign and return the enclosed no objection
form. If you have any questions or comments about this proposed project, please
contact me at 252 - 441 -2113 or by mail at the address listed below. If you wish to file
written comments or objections with the Division of Coastal Management CAMA —
Express Permit Program. you may submit them to:
David Moye. District Manager
Division of Coastal Management
943 Washington Square Mall
Washington. NC. 27889
Sincerely.
Michael J. IV rway. PE
Engineer
cc: File 68608 (122)
David Moye. NCDENR

CERTIFIED MAIL - RETURN RECEIPT REQUESTED
DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
Name of Property Owner: ••-`Sa Xeres
Address of Property: - - •- - = - -
(roc or atreet # Street or Road. City & County)
Agent's Name #: Mailing Address:
Agent's phone #: 5 2- 44:1 -2 = -- - -- = -- - -- 2-
=�=
I hereby certify that I own property adjacent to the above referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development
they are proposing. A description or drawing with dimensions must be-Provided-with this Letter.
I have no objections to this proposal. I have objections to this proposal.
if you have objections to what is being proposed, you must notify the Division of Coastal Management
(DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is
available at www.nccoastalmanaaement net,contact dcm him or by calling 1- 888- 4RCOAST. No
response is considered the same as no objection if you have been noticed by Certfied Mail
WAIVER SECTION NOT A►PKICIMUZ
I stand that a pier. dock. mooring pilings, breakwater. boathouse. lift. or groin mus
back a mt?�istance of 15' from my area of riparian access unless waived,by e. (If you
wish to waive the se u must initial the appropriate blan o`'�
z :.�
I do wish to waive the 1 lirement.
-.
dot sh to waive the 15' setback requirement. �-
(Property Owner Information)
.Signatuie
Print or Type !Name
Ica:
Mailing Address
City/Stare/Zip
Telephone Number
Duty
(Adjacent Property Owner Information)
Sigtamre
Print or Type Name
Mailing Address
CttylStatelZip
Telephone Number
Date
Revised 611a/2o12

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MAY 21, 2013 109 Candlewoo

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I G HOLDINGS, LLC, INTENDS TO CONSTRUCT A 10,200 SF RETAIL BUILDING ANC
5- BEDROOM HOME AT THE FORMER "BOYCE STORAGE" FACILITY IN RODANTHE.
THE CONSTRUCTION WILL INCLUDE A CONCRETE PARKING AND LOADING AREA,
SOUNDSIDE BULKHEAD AND BOARDWALK, SEPTIC SYSTEM AND STORMWATER
MANAGEMENT IMPROVEMENTS. THE SITE IS LOCATED ON 1.73 ACRES LOCATED AT
24530 NC -12, RODANTHE, NORTH CAROLINA. APPROXIMATELY 1.80 ACRES OF
THE SITE ARE TO BE DISTURBED. CONSTRUCTION IS SCHEDULED TO BEGIN IN
THE LATE SUMMER OF 2013.
THE SITE IS FAIRLY LEVEL, WITH SANDY SOILS AND MIXED FILL MATERIAL
CONSISTING OF ROCK AND CRUSHED PAVEMENT. THERE IS LITTLE EXISTING
VEGETATION ON THE SITE, WHICH WILL BE CLEARED PRIOR TO GRADING.
DISTURBED AREAS ARE TO BE STABILIZED WITH TEMPORARY /PERMANENT
VEGETATION ACCORDING TO THE SEQUENCE OF CONSTRUCTION.
II. SOILS DESIM
SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF DARE COUNTY:
COROLLA FINE SAND (CoB)
COROLLA DUCKSTON COMPLEX (CrB)
UI. E
• OBTAIN SITE PLAN APPROVAL
• OBTAIN ALL NECESSARY ENVIRONMENTAL PERMITS
• FLAG OR STAKE WORK LIMITS
• HOLD PRE - CONSTRUCTION MEETING
PHASE
• UTILIZE EXISTING GRAVEI. DRIVEWAY FOR CONSTRUCTION ENTRANCE
(MAINTAIN MINIMUM LENGTH AND DEPTHS OF GRAVEL THROUGHOUT
CONSTRUCTION)
• REMOVE AND STOCKPILE EXISTING SHORELINE RIP RAP AS NEEDED TO
INSTALL BULKHEAD
• INSTALL BULKHEAD AND BACKFILL
• PLACE STOCKPILED RIP -RAP ALONG TOE OF BULKHEAD
• INSTALL SILT FENCE AND COIR LOG CHECK DAM
• CLEAR LOT OF EXISTING BUILDING FOUNDATION AND VEGETATION AS
SHOWN
PHASE TWO
• PLACE AND GRADE FILL MATERIALS
• FINE GRADE AREA ADJACENT TO BULKHEAD (50' STRIP) AND ESTABLISH
PERMANENT (IF SEASON PERMITS) OR TEMPORARY VEGETATION
• ESTABLISH TEMPORARY VEGETATION ALONG ANY AREAS REQUIRED IN
ACCORDANCE TO THE "SEDIMENTATION AND EROSION CONTROL NOTES"
• COMMENCE CONSTRUCTION OF NEW STRUCTURE
• CONSTRUCT NEW PAVEMENT
• REMOVE SEDIMENTATION FROM WITHIN INFILTRATION AREA TO ESTABLISH
INFILTRATIVE PROPERTIES
• ESTABLISH PERMANENT VEGETATION ON ALL DISTURBED AREAS (ON
PROPERTY AND ADJACENT RIGHT -OF -WAY)
• FERTILIZE AND WATER DISTURBED AREAS UNTIL PERMANENT VEGETATION
IS FIRMLY ESTABLISHED AND STABILIZATION IS ACHIEVED
• REMOVE SILT FENCE
td ENTATION E ION CONT NOTES
1. PRECONSTRUCTION CONFERENCE:
PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE CONTRACTOR SHALL WALK THE
SITE WITH THE OWNER'S REPRESENTATIVE AND A REPRESENTATIVE OF THE
MUNICIPALITY (IF REQUIRED) IN ORDER TO IDENTIFY AND MARK SPECIFIC
ELEMENTS WHICH ARE TO BE PROTECTED. TREES SHALL BE PROTECTED IN
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
HANDBOOK.
2. INSTALLATION OF EROSION CONTROL MEASURES:
PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, ALL EROSION
AND SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THIS PLAN SHALL BE
INSTALLED IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS AND
ALL PERMIT CONDITIONS.
3. UTILITIES:
PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL
HAVE THE APPROPRIATE UNDERGROUND UTILITIES LOCATED. CONTACT NC811 AT
811 OR 800 - 632 -4949. UTILITIES SHOWN ARE TAKEN FROM EXISTING RECORDS,
FIELD OBSERVATIONS AND /OR UTILITY LOCATING SERVICE AND ARE NOT
GUARANTEED TO BE ACCURATE OR COMPLETE.
4. ACCESS TO SITE:
ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS
DESIGNATED ON THIS PLAN.
5. LIMITS OF DISTURBANCE:
THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND
DISTURBING AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY NOTED TO REMAIN
ARE NOT ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE REPAIR AND /OR REPLACEMENT OF ITEMS
DAMAGED OUTSIDE THE LIMITS OF DISTURBANCE OR OTHERWISE NOTED TO
REMAIN.
6. STABILIZATION:
EXPOSED SWALES, DITCHES, DIKES OR OTHER SLOPES STEEPER THAT 3(H):1(V)
SHALL BE STABILIZED WITH A TEMPORARY OR PERMANENT GROUND COVER WITHIN
7 CALENDAR DAYS. ALL OTHER EXPOSED EARTHEN AREAS SHALL BE STABILIZED
WITH A TEMPORARY OR PERMANENT GROUND COVER WITHIN 14 CALENDAR DAYS
OF THE COMPLETION OF ANY PHASE OF GRADING.
7. INSPECTIONS REQUIRED:
SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSPECTED, MAINTAINED
AND REPAIRED AS NECESSARY BY THE CONTRACTOR. THE CONTRACTOR SHALL
MAINTAIN COMPLETED SELF- INSPECTION / MONITORING FORMS (COMPLETED
WEEKLY WITH DAILY RAINFALL TOTALS) THROUGHOUT THE PROJECT. THE SITE
SHALL ALSO BE INSPECTED AFTER ANY RAINFALL EVENT EQUAL OR GREATER THAN
0.5 INCHES OVER A 24 HOUR PERIOD.
8. CORRECTIVE MEASURES:
ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT
CONSTRUCTION UNTIL WORK IS COMPLETE AND ALL DISTURBED AREAS ARE
PERMANENTLY STABILIZED. IF EXCESSIVE WIND EROSION OR STORM WATER
RUNOFF DEVELOPS DURING TIME OF CONSTRUCTION IN ANY LOCATION ON THE
PROJECT SITE, ADDITIONAL SAND OR SILT FENCE SHALL BE INSTALLED AS
DIRECTED BY ENGINEER, SEE SAND OR SILT FENCE DETAIL.
9. DEBRIS REMOVAL:
ALL CLEARING DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR
AND DISPOSED OF IN A LAWFUL MANNER. NO BURNING OF DEBRIS ON SITE IS
PERMITTED. NO ON -SITE BURNING IS PERMITTED UNLESS OTHERWISE APPROVED
BY THE LOCAL FIRE MARSHALL, MUNICIPAL AGENCY OF JURISDICTION AND THE
OWNER.
10. EXCAVATION AND EMBANKMENT:
ANY OFF -SITE MATERIAL BROUGHT ONTO TO THE SITE TO BE USED FOR GRADING
FILL SHALL BE OBTAINED FROM A PERMITTED BORROW PIT. FILL SHALL CONFORM
TO PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT. NO BORROW IS
PERMITTED FROM THE SITE.
MOLD NOTES
ALL EXISTING ]IMPROVEMENTS SHOWN WITHIN THE LIMITS OF DISTURBANCE SHALL BE
REMOVED UNL >ESS SPECIFICALLY NOTED TO REMAIN. THE CONTRACTOR SHALL BE
RESPONSIBLE = OR PROPER DISPOSAL TO AN OFFSITE LOCATION PROVIDED BY THE
CONTRACTOR.
CONTRACTOR SMALL TAKE ALL NECESSARY PRECAUTIONS TO CAREFULLY REMOVE ALL
ITEMS SHOWN 'TO BE RELOCATED. PRIOR TO REMOVAL, ANY CONDITIONS THAT 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.
WAMNO
LOCATION OF EA'ISTING UNDERGROUND UTILITIES SHOWN HAS BEEN TAKEN FROM RECORD
DRAWINGS. EXA0.T 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
OWNER.
APFL 1- AIA}YAP�LiNEnTaISEE i
SPECIES RATE
K -31 FESCUE 3 LB /1000 SF
COMMON BEIRMUDAGRASS 1 LB /1000 SF
WINTER RYE GRAIN 3 LB /1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
A41Y 6 - .J1L Y'& PfiW4NWT �IIKi
SPECIES RATE
K -31 FESCUE 3 LB /1000 SF
COMMON BERMUDAGRASS 1 LB /1000 SF
GERMAN MILLET 3 LB /1000 SF
NOTE: DELE" , MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELET__ FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
A 1S- t
SPECIES RATE
K -31 FESCUr 3 LB /1000 SF
WINTER RYE GRAIN 5 LB /1000 SF
APPLY LIME :AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500 LB
PER ACRE CF 10 -10 -10 FERTILIZER.
APPLY STRAVi'l MULCH OVER SEEDED AREAS AT A RATE OF 1.5 TONS /ACRE.
STRAW SHALIi BE TACKED TO THE EARTH WITH A FARM DISK. HYDROSEEDING
IS ALSO AN ,'' ACCEPTABLE METHOD OF TEMPORARY STABILIZATION.
HYDROSEED1i%G SHALL INCLUDE WOOD FIBER AT A RATE OF 1 TON /ACRE.
A MINIMUM C2f 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR ,MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB /� ACRE NITROGEN.
NOTE:
APPLICABLE AT ALL POINTS OF INGRESS &
EGRESS UNTIL SITE IS STABILIZED,
FREQUENT CHECKS OF THE DEVICE AND
TIMELY, MAINTENANCE MUST BE PROVIDED.
N07M
O
SOP 50' 1. WASHED STONE ( #4 STONE OR 2" TO 3" AGGREGATE).
����' PAD TO BE 50'L X 20'W X 6 "D AT A MINIMUM.
F +\� 2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED.
12' MIN. 3. ENTRANCES) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
2 " -3" COURSE
6" MIN AGGREGATE 4. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE SHALL
BE NECESSARY.
t• ,- I ; F
•
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ii!Sii���n :; .:
=:1111 V �.. i�
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WIRE REINFORCED SYNTHETIC
FIBRE JUTE MESH FILTER FABRIC
X
EXTENSION OF FILTER <
FABRIC INTO THE TRENCH
DIRECTION OF FLOW - -- 1
NOTES:
- �
1. 6' POST SPACING FOR
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REQUIRED (ATTACHED AT IF
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ARE NEEDED
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USING A MINIMUM OF 3
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STRAW BALES)
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EXISTING DITCH
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TOP OF BANK
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11. EXISTING INFORMATION: I I I I . . .
THE EXISTING SURVEY AND SITE TOPOGRAPHIC INFORMATION SHOWN IS BASED �" mI N
UPON SURVEY INFORMATION PROVIDED BY STYONS SURVEYING SERVICES AS �, P� " ( II
SURVEYED ON MARCH 18 -28, 2013. , ' �� 1 " "° I N I I I I ' ' . . - . " w
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SITE l'L4N NOTES.-
1. OWNER: I G HOLDINGS, LLC
PO BOX 120
14. AREA TO BE DISTURBED: ±1.80 ACRES.
KITTY HAWK, NC 27949
CONCRETE MONUMENT FOUND
rr a.
E
15. STORMWATER RUNOFF WILL BE DIRECTED TO AN INFILTRATION BASIN ON THE
2. THE OWNER INTENDS TO CONSTRUCT A 10,361.33 SF RETAIL BUILDING AND A
NORTH SIDE OF THE PROPERTY.
5 BEDROOM HOUSE.
BOUNDARY
€ ,2 ¢
16. SILT FENCE TO BE INSTALLED ON SITE AS SHOWN ON EROSION
3. THE PROPERTY IS RECORDED IN D.B. 1923, PG. 279
CONTROL /GRADING PLAN.
DARE COUNTY PARCEL 014221000; DARE COUNTY PIN# 0648 12 95 7789
EXISTING DRAINAGE PIPE
PROPERTY ADDRESS: 24530 NC 12 HWY, RODANTHE, NC
17. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL
ra s fit �r
c s f
rt G d
'N< F
a }ta
BUFFERING. ALL REQUIRED LANDSCAPING AND BUFFER AREAS SHALL BE
4. THE SITE IS LOCATED IN FIRM ZONES AE 8', AE 9', AND VE 10' AS SHOWN
MAINTAINED IN GOOD CONDITION SO AS TO PRESENT A HEALTHY AND ORDERLY
FIRM MAP NUMBER I
APPEARANCE AND SHALL BE KEPT FREE FROM REFUSE AND DEBRIS, THIS
EFFECTIVE DATE SEPTEMBER 20, 2006. (SUBJECT TO CHANGE BY FEMA)
INCLUDES, BUT IS NOT LIMITED TO THE REPLACEMENT OF PLANTS DAMAGED BY
- -5
INSECTS, DISEASE, VEHICULAR TRAFFIC AND VANDALISM.
5. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
PROPOSED CONTOURS
SPECIFIED. ELEVATIONS SHOWN ARE HEREON PER NAVD88.
18. LIGHTS FOR THIS SITE WILL BE 400 WATT PULSE START METAL HALLIDE ON 30'
)A.3-7
CONCRETE POLES.
6. AREAS SHOWN ARE BY COORDINATE METHOD.
EXISTING FENCE
P ,
19. ALL OUTDOOR LIGHTING SHALL BE ERECTED, ALTERED OR MAINTAINED IN
7. EXISTING FEATURES AND SURVEY INFORMATION PROVIDED BY STYONS SURVEYING
ACCORDANCE WITH THE PROVISIONS IN SECTION 22.60 OF THE DARE COUNTY
SERVICES.
ORDINANCE.
8. THERE ARE NO DELINEATED WETLANDS ON THE PROJECT SITE.
20. THE BUILDING WILL COMPLY WITH VOL. 1C OF THE NORTH CAROLINA STATE
d
BUILDING CODE AND CURRENT NFPA REQUIREMENTS.
9. THE PROPERTY IS ZONED S -1 AND RETAIL AND RESIDENTIAL ARE PERMITTED
TRAFFIC FLOW ARROWS
USES.
21. BUILDING HEIGHT SHALL NOT EXCEED 52'.
10. MINIMUM BUILDING SETBACKS:
22. AT TIME OF SURVEY, THE SIDEWALK ALONG THE WEST SIDE OF NC -12 HAD
FRONT: 15'
NOT BEEN CONSTRUCTED. DUE TO GRADE TRANSITIONS, A PORTION OF THIS
REAR: 20'
SIDEWALK WILL NEED TO BE REMOVED AND REPLACED TO PROVIDE VERTICAL
SIDES: 10'
ALIGNMENT TO THE NEW DRIVEWAY. THE LIMITS OF THE SIDEWALK REMOVAL
SHALL BE SET TO ALLOW FOR VERTICAL TRANSITION OF NO STEEPER THAN
11. TOTAL PROPERTY AREA = 75,406 SF (TO SHORELINE)
21(H):1(V). THE REPLACEMENT SIDEWALK SHALL BE A MINIMUM OF 5' WIDE, 4"
74,655.16 SF TO FACE OF PROPOSED BULKHEAD
THICK (6" WHERE CROSSING DRIVEWAY) AND SHALL BE CONSTRUCTED IN
ACCORDANCE WITH NCDOT STANDARDS.
12. COVERAGE IS AS FOLLOWS:
EXISTING CONCRETE 1,962.98 SF
23. PROPOSED PIER SHALL BE USED FOR RECREATION AND VIEWING BY RETAIL
EXISTING GRAVEL 27 378.47 SF
STORE PATRONS AND EMPLOYEES ONLY.
EXISTING COVERAGE: 29,341.45 SF (38.5 %)
(EXISTING COVERAGE TO BE REMOVED)
PROPOSED BUILDING 10,361.33 SF
PROPOSED PAVEMENT 22,451.52 SF
PROPOSED SIDEWALK 2839.04 SF
DUMPSTER PAD 100.00 SF
LOADING DOCK 306.00 SF
RAMP 330.00 SF
PROPOSED BOARDWALK 323.96 SF
PROPOSED RESIDENTIAL 1,976.00 SF
PROPOSED COVERAGE: 38,687.85 SF (51.8 %)
13. PARKING REQUIREMENTS:
(1 SPACE /200 SF BUILDING) *(10,200 SF) = 51 SPACES
(1 SPACE /EACH BEDROOM) *(5 BEDROOMS) = 5 SPACES
56 SPACES REQUIRED, 56 SPACES PROVIDED
PROPOSED
400 SF
PLATFORM
C%9APHIC SCALE
20 0 10 20 40
(IN FEET)
1 INCH = 20 FT.
VEGETATED
FILTER VEGETATED
RIETAIININNE, WALL/ , �OVERLOW .
ft " A
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1
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AZI�
1
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SET FLUSH'
LIMITS OF DISTURBANCE
N/f
WAVES VILLA6f_
GONDGMINIUM UNIT ONNERS
U/O G, PCB. 394
D.b. 182(0, P0. 2(09
•
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CONCRETE MONUMENT FOUND
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10,
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GONDGMINIUM UNIT ONNERS
U/O G, PCB. 394
D.b. 182(0, P0. 2(09
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CONCRETE MONUMENT FOUND
66
IRON ROD SET
- - -
RIGHT OF WAY
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10,
EXISTING POWER POLE
EXISTING DRAINAGE PIPE
OVERHEAD ELECTRIC
PROPOSED DRAINAGE PIPE
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EXISTING TELEPHONE PEDESTAL
©
EXISTING CABLE TV PEDESTAL
EXISTING LIGHT POLE
W -i
PROPOSED LIGHT POLES
- -5
EXISTING CONTOURS
- -5 - - -
PROPOSED CONTOURS
\A.01
EXISTING SPOT ELEVATIONS
)A.3-7
PROPOSED SPOT ELEVATIONS
X
EXISTING FENCE
X
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a' ° °
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W
EXISTING PAVEMENT
a ° d
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d
PROPOSED CONCRETE SIDEWALK
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-
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FLARED END SECTION
}
RIP RAP
STORMWATER FLOW ARROW
EXISTING DRAINAGE PIPE
PROPOSED DRAINAGE PIPE
•8YYY1�f1HYiIL* i� r ,�f,� -
EXISTING DITCH /SWALE
- - - - - -
EXISTING TOP OF DITCH BANK
PROPOSED BASIN EDGE
000
EXISTING SANITARY CLEANOUT
SV
PROPOSED SANITARY VALVE
•
PROPOSED SANITARY CLEANOUT
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PROPOSED SANITARY SEWER
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PROPOSED FORCEMAIN
Jt
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a
EXISTING WATER METER
>4
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EXISTING WATERLINE
HANDICAP PARKING
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SIGNAGE
4J
TRAFFIC FLOW ARROWS
-
WHEELSTOPS
SF
SILT FENCE
{ LIMITS OF DISTURBANCE
VICINITY MAP
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ST M)CTURAL NOTES
1. WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDITICAI, IT
SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS UNLESS NOTED OR SOWN
OTHERWISE ON PLANS.
2. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE, PLUMB AND -RUE,
OR IN OTHER PLANES AND SHAPES AS SHOWN ON THE DRAWINGS. JOINTS SMALL
BE TIGHT, EVEN AND FREE OF OFFSETS. NO FIELD ALTERING OF ANY MEMBERS WILL
BE ALLOWED THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE WITH THE
DRAWINGS AND SPECIFICATIONS WITHOUT WRITTEN APPROVAL OF THE PROJECT
ENGINEER.
3. IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING
ELEVATIONS OR OTHER CONDITIONS THAT PROHIBIT EXECUTION OF THE WORD AS
DIRECTED IN THESE DRAWINGS, THE CONTACTOR SHALL NOTIFY THE ENG VEER
IMMEDIATELY.
4. TIMBER PILES SHALL BE A MINIMUM OF 2.5 CCA UC58 AND SHALL MEE- OR
EXCEED AWPA STANDARDS (C -18) FOR PRESERVATION TREATMENT AS APPLIC: -.BLE.
PILES SHALL ACHIEVE A MINIMUM OF 18' PENETRATION INTO SUITABLE SUBSURFACE
MATERIAL.
5. STRUCTURAL FRAMING BE #2 SYP, TREATMENT AS SHOWN, AND SHALL MEE- OR
EXCEED AWPA STANDARDS (UC4C) FOR PRESERVATION TREATMENT AS APPLICABLE.
6. DECKING SHALL BE #1 SYP, TREATMENT AS SHOWN, AND SHALL MEET OR EXCEED
AWPA STANDARDS (UC4B) FOR PRESERVATION TREATMENT AS APPLICABLE.
7. ALL CROSS BRACING SHALL BE #2 GRADE MATERIAL WITH A MINIMUM OF 2.5 CCA
UC5B (MOISTURE CONTENTS <19 %) AND SECURED WITH (2) 1 "0 HDG BOLTS IN
PRE - DRILLED HOLES.
8. ALL FASTENERS SHALL BE HIP -DIP ZINC COATED IN ACCORDANCE WITH ASTM A 153.
TRIM 202 FLUSH
W/ DECKING
FIBER REINFORCED
2x6 DECKING CONCRETE SLAB
200 JOISTS 12"
" "'•."� "" POLYETHELENE FILTER
12" FABRIC, EXTEND 24"
BEYOND EACH EDGE
OF CONCRETE
CONCFEM TO PIER TRANSWN
NTS
2x4x20 CAD EACH JOIST /GIRDER
CONNECTION W/8 10d NAILS
PER CONNECTION
4 IN JOISTS /4 IN GIRDER
4x8 CROSS
BRACING UC5B
EACH BENT
6' -0"
5' -2"
I--- 6' -0" --�1
2 "x6" #1 DECKING UC4B
SCREWED W /3" ST- `INLESS
STEEL DECK SCRENS (2 /JOISTS)
PILES MARINE BOLTS
NTS
12" O.C. UC4B -5' -6"
(4) 2 "02" GIRDEF,S UC4B
TWO ON EACH SII'E OF PILING
W/ (3) 1" HDG 14ARINE
BOLTS EACH PILIN-3 (SEE DETAIL)
NORMAL WATER LEVE_ ±1.0'
BOTTOM
(2) -Y4" HDG MARINE BOLTS
® EACH CONNECTIIN
30' -10 "0 T? CLASS B TIMBER
PILING (18' YIN. PENETRATION)
18'
ALL PILES TO BE Zt EATED
TO 2.5 CCA UC5B PER NC
BUILDING CODE PRESCRIPTION
10" MITER' FOR WATER RUNOFF
4 "x6" WHI.LERS
FINISHED GRADE 6»
" TAP OF BULKHEAD 4.50'
BE AS REQUIRED
NORMAL WATER
4 "x6" DEADMAN 6' t3' -6» LEVEL
- MIN. BELOW GRADE 2� -6� EXISTING
(CONTINUOUS) GRADE
N0�
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k 20 X ROO ® NICOLON FILTER
gPCK CLOTH
4' MIN
5/8" 0 HDG
- THRU -BOLT, NUT &
8' MIN LOCK WASHERS (TYP.)
DBL. 1"X8" SHEET PILES
JOINTS STAGGERED
6 "x6" PILINGS ® 5' -4" O.C.
NOTE
ALL WOOD SHALL BE SALT TREATED
FOR MARINE SERVICES. (1.0 CCA)
v
-28'
RDER
5' CONCRETE PATHWAY
(UNLESS OTHERWISE
YL" TOOLED RADIUS,' SPECIFIED)
EX. GRADE
1/4-/ F i•.
(SEE NOTE 7) ° ilt, V (n,P) ill,
a- - - -- --- - - - - --
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4" THICK (6" AT DRIVEWAYS)
3,000 PSI CONCRETE
(UNLESS OTHERWISE SPECIFIED)
COMPACT EXISTING
SUBGRADE TO 95%
STANDARD PROCTOR
DENSITY
NOTES:
1. ALL CONCRETE SHAD BE 4,000 PSI, 4" THICK, UNLESS NOTED OTHERWISE. DRIVE APRONS AND PATHWAY AT DRIVEWAYS SHALL
BE 6" THICK CONCR:E fE SHALL BE PREPARED IN ACCORDANCE WITH ACI 211.1, ACI 301 AND ASTM C94.
2. CONTROL JOINTS SI LALL BE PLACED PERPENDICULAR TO THE EDGE OF PAVEMENT AT 5' SPACING. CONTROL JOINTS SHALL BE
SAWED.
3. EXPANSION JOINTS t. 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 Y2" THICK AND CONFORM TO
ASTM D 1751.
4. LONGITUDINAL SLOPE- SHALL NOT EXCEED 5 %.
5. A BROOMED 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.
CONCAL= M SIDEw,4c.x DETAL
NTS
(2) 24" #5 REBAR PINS
6'Lx5 "Tx6 "W PRECAST WHEEL STOP
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4,000 PSI CONCRETE
°
TOP 8" SUBGRADE
100% COMPACTION, AASHTO T99
NC)TE: CONFIRM ASPHALT PAVEMENT THICKNESS WITH GEOTECHNICAL REPORT.
STA DAM PA WWFJVT AAD MEELSTOP DETAIL
NTS
J. \CAD \DETAILS \C201 -SITE ,PLAN \PAvEMENT\TYPICAL PAVEMENT SECTION AND WHEELSTOP.DWG
1'- 0 "x1' -6 "x.080" ALUMINUM HANDICAP
PAIRKING SIGN. SIGN TO READ
"RE :SERVED PARKING" WITH
IDE]SITIFICATION SYMBOL, BOLTED TO
STEEL TUBE WITH 3/8" CADMIUM
PLrTED BOLTS, NUTS AND WASHERS.
CORNER RADIUS: 1 -1/2" (TYPICAL) -
4 "x4" STYP POST -
NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE
SPACES SHALL BE IDEINTIFIED BY
ABOVEGROUND SIGNS ONLY (SEE N.C.G.S.)
2. NEW SPACES SHALL N'OC T USE
GROUND- PAINTED SYIW.IBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE
STRIPED OFF ONLY; BLUE COLORING IS NOT
NECESSARY NOT REQU'111RED.
4. STRIPING IS WHITE ON'. DARK PAVEMENT;
BLACK ON LIGHT PAVEMENT. (N.C.D.O.T.)
5. CONDITION 1: PEDESTI ;IAN PATH DOES NOT
PASS UNDER OR AROUND SIGN. CONDITION
2: PEDESTRIAN PATH '("OES BY, UNDER, OR
AROUND SIGN.
6. STANDARD SIGN COLORS: BACKGROUND -
WHITE, LETTERING /BOF DER - GREEN, FIGURE
- WHITE ON BLUE FIELD.
6" MIN.
TOP OF BERM
ELEV. = 6.5'
EX. GRADE
VARIES 4.6' TO 5.9'
R
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6' _:: � 10'
1'
2'
VEHICLE
OVERHANG
12'* 10'*
24'*
STORAGE
ELEV. = 5.5'
ESTABLISH GRASS COVER
(SEE SEEDING SCHEDULE)
* DIMENSIONS VARY
4" MIN. ON EAST END OF
CLEAN SAND BASIN, SEE PLAN.
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20' PARKING
18'
CURB &
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FACE OF BUILDING Q c
AS NOTED
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(SEE ARCHITECTURAL
FORM CURB SECTIONS DRAWINGS FOR SIZE it
WITH STD. CURB FORMS Y2" PREFORMED JOINT FILLER AND LOCATION) �
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PAVEMENT VARIES (6" TYP.) . ' D 4
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STORM DRAIN (SEE PLANS FOR SIZE - O C ¢ ` 5 2
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4000 PSI CONCRETE ROOF DFM COANVEMM DEML Egan
NTS vx CMI
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SUBGRADE (95% 6" » 6"
STANDARD PROCTOR)
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BLEND TO PROPOSED
GRADE (3H:1 V MAX)
T110IV A A }
NTS Ion
1"
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(SEE DETAIL)
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3000 PSI
CONCRETE
STMDAM CLM MD GvnER
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PLACE NCDOT CLASS B
RIP -RAP (12" DEPTH)
OVER FILTER FABRIC
FLARED END SECTION
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AR=T 87602
RIPRAP OMEI° DETAIL
(WITHOUT DITCH) NTS
- 60.5' CONCRETE PAVEMENT 6
SIDEWALK
- 24' DRIVE AISLE 20' PARKING
SEE GRADING
2,
PLAN
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VARIES (SEE r_
WHEEL STOP
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FLUME
(SEE PLANS FOR
LOCATIONS(
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NTS
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