20140080 Ver 1_401 Application_20140114

LMG
LAND MANAGEMENT GROUP nqc.
Environmental Consultants
January 20, 2014
TO: Mr. Mickey Sugg
U.S. Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
C
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4
ga
RE: NWP 12 Application; Stevenson Chevrolet Swansboro; Onslow County, NC
Action ID# 2012 -01783
Dear Mickey:
Enclosed is a NWP 12 application for your review. This application is submitted on
behalf of Shelley Stevenson Smith with Stevenson Chevrolet. The applicant proposes to
construct a Chevrolet car dealership and detail building. The site will connect to utilities
provided by ONWASA and the connection point is located on an adjacent property in the Water
Crest Development. The applicant must cross wetlands in the southwest corner of the site in
order to reach this connection. The project will temporarily impact 0.04 acre of wetlands. The
impact area will be returned to preconstruction grade and seeded once the installation is
complete.
The Pre - Construction Notification form, associated maps, and site plan are enclosed for
your review. Please contact me if you have any questions. Thank you for your assistance with
this project.
Sincerely, _
Kim Williams
Environmental Scientist
Encl.
Cc: Ms. Shelley Stevenson Smith, Stevenson Chevrolet
Mr. Howard Resnick, Coastal Site Design
Mr. Chad Coburn, NC DWR
Ms. Jennifer Burdette, NC DWR
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

00O,WAT�9�G
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
FoSection 404 Permit ❑Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
® Yes ❑ No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes ® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
® Yes ❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Project Information
2a.
Name of project:
Stevenson Chevrolet Swansboro
2b.
County:
Onslow County
2c.
Nearest municipality / town:
Swansboro
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
[N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
John O and Susan B Stevenson
3b.
Deed Book and Page No.
3159 257
Z- is
3c.
Responsible Party (for LLC if
applicable):
- L'
.....
3d.
Street address:
781 W. Firetower Road
�'! ' `. ,; L
3e.
City, state, zip:
Swansboro, NC 28584
DPENR _ �� _ -M
3f.
Telephone no.:
w$tlands & stgr wa%r Branch
3g.
Fax no.:
3h.
Email address:
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008

,1�
4.
Applicant Information (if different from owner):
4a
Applicant is
❑ Agent ❑ Other, specify
4b
Name
Ms Shelly Stevenson Smith
4c
Business name
(if applicable)
4d
Street address
2325 N Marine Blvd
4e
City, state, zip
Jacksonville, NC 28546
4f
Telephone no
4g
Fax no
4h
Email address
5
Agent/Consultant Information (if applicable)
5a
Name
Kim Williams
5b
Business name
(if applicable)
Land Management Group, Inc
5c
Street address
3805 Wrightsville Avenue, Suite 15
5d
City, state, zip
Wilmington, NC 28403
5e
Telephone no
(910) 452 -0001
5f
Fax no
(910) 452 -0060
5g
Email address
kwtlliams @lmgroup net
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
1a Property identification no (tax PIN or parcel ID)
061880
lb Site coordinates (in decimal degrees)
Latitude 34 704463 N Longitude -77 159250 W
DD DDDDDD -DD DDDDDD
1c Property size
14 72 ac
2. Surface Waters
2a Name of nearest body of water (stream, river, etc ) to
Queen Creek
proposed project
2b Water Quality Classification of nearest receiving water
SA, HQW
2c River basin
White Oak River Basin
3. Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
The site is currently undeveloped The area closest to road is cleared, but the rest of the site is forested
3b List the total estimated acreage of all existing wetlands on the property
1 2 acres
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
N/A
3d Explain the purpose of the proposed project
The applicant proposes to construct a Chevrolet car dealership and detail budding with an area in the rear of the property
for a possible future motor sports building The site will connect to utilities provided by ONWASA The sewer discharge for
the site is located in the southwestern corner of the property The sewer and water connection point is located on an
adjacent property in the Water Crest Development The applicant must cross wetlands in the southwest corner of the site
in order to reach this connection
3e Describe the overall project in detail, including the type of equipment to be used
All impervious cover has been accounted for as being treated in the approved NCDENR constructed wetlands BMP The
utility installation will be installed by open trench method The depth of the sewer main will require utilizing trench boxes
Water for the site will connect to an existing main in the ROW of US HWY 24 and extend through this site to the adjacent
property where it will connect to an existing water main in the Water Crest Development The water will cross through the
wetlands approximately 10 LF away from the sewer main Water will be installed by open trench method Once the water
and sewer have been installed through the wetlands, back fill will be placed over the lines and wetlands will be seeded A 30-
ft utility easement will be maintained
4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes ❑ No ❑ Unknown
project (including all prior phases) in the past?
Comments
4b If the Corps made the jurisdictional determination, what type
❑ Preliminary ® Final
of determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known)
Other LMG
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
Mr David Bailey with the USACE issued a final JD on May 13, 2013 (Action ID# 2012 - 01783)
5 Project History
5a Have permits or certifications been requested or obtained for
El Yes ®No ❑ Unknown
this project (including all prior phases) in the pasty
5b If yes, explain in detail according to "help file" instructions
Page 3 of 12
PCN Form — Version 1 3 December 10, 2008 Version

B. Project Information and Prior Project History
6 Future Project Plans
6a Is this a phased project? ❑ Yes ® No
6b If yes, explain
Page 4 of 12

C Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply)
® Wetlands ❑ Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts N/A
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
W1 ❑ P ®T
Utility Line
Installation
Non - riparian
® Yes
❑ No
® Corps
® DWQ
004
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g Total wetland impacts
004
2h Comments
3. Stream Impacts N/A
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
31 Comments
Page 5 of 12
PCN Form — Version 1 3 December 10, 2008 Version

4. Open Water Impacts N/A
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then individually list all open water impacts below
4a
Open water
impact number —
Permanent (P) or
Temporary T
4b
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody type
4e
Area of impact (acres)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f Total open water impacts
4g Comments
5 Pond or Lake Construction. N/A
If pond or lake construction proposed, then complete the chart below
5a
Pond ID
number
5b
Proposed use or purpose
of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
Stormwater
P2
5f. Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
Page 6 of 12

6. Buffer Impacts (for DWQ) NIA
If project will impact a protected riparian buffer, then complete the chart below
If yes, then individually list all buffer impacts
below If any impacts require mitigation,
then you MUST fill out Section D
of this form
6a.
❑ Neuse
❑Tar-Pamlico ❑Other
Project is in which protected basin?
❑ Catawba
❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
61 ❑P ❑T
-required?
F1 Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h Total buffer impacts
61 Comments
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The applicant has attempted to avoid and minimize impacts to jurisdictional areas as much as possible The small
wetland impact will be restored to pre - construction grade once the line is installed
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Silt fencing will be installed to prevent erosion into adjacent jurisdictional areas and wetland impact areas will be seeded
2 Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
❑ Yes ® No
2b If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank. N/A
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments
4 Complete if Making a Payment to In -lieu Fee Program N/A
4a Approval letter from in -lieu fee program is attached
❑ Yes
4b Stream mitigation requested
N/A
4c If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only)
N/A square feet
4e Riparian wetland mitigation requested
N/A acres
4f Non - riparian wetland mitigation requested
N/A acres
4g Coastal (tidal) wetland mitigation requested
N/A acres
4h Comments
5 Complete if Using a Permittee Responsible Mitigation Plan: N/A
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 8 of 12
PCN Form — Version 1 3 December 10, 2008 Version

6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required N/A
6c
6d
6e
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
N/A
6h Comments NIA
Page 9 of 12

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
1a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b
If yes, then is a diffuse flow plan included? If no, explain why
❑ Yes ❑ No
Comments
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
572
2b
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
Attached is the Stormwater Permit (SW8 130913 issued by DEMLR in September of 2013
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
® DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review. N/A
3a
In which local government's jurisdiction is this project?
❑ Phase II
❑ NSW
3b
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 -246
❑ Other
4b
Has the approved Stormwater Management Plan with proof of approval been
®Yes El No
attached?
5
DWQ 401 Unit Stormwater Review, N/A
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1 3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes
® No
use of public (federal /state) land?
lb
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter )
Comments
2.
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit application?
❑ Yes
® No
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3.
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
Project will only connect this property to the existing utility system
4
Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
Project will tie into the ONWASA sewer system
Page 11 of 12
PCN Form — Version 1 3 December 10, 2008 Version

5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c If yes, indicate the USFWS Field Office you have contacted
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The NC Natural Heritage Program GIS layer was used to determine the presence of federally listed species No rare
species were noted on site One rare plant population was noted approximately 0 5 mile northeast of the site
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAA Fisheries Essential Fish Habitat Mapper GIS program was used to determine the presence of Essential Fish
Habitat No EFH was noted within the project area
7 Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
The NC State Historic Preservation Office HPOWEB GIS mapping resource was used to determine the presence of
cultural or historic resources No cultural or historical resources were noted within or adjacent to the site
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100 -year floodplain?
❑ Yes ® No
8b If yes, explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination? The NC Floodplain Mapping Information System
website was used to determine the boundaries of the 100 -year floodplain
Kim Williams
? W
01/20/2014
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided )
Page 12 of 12

AGENT AUTHORIZATION FORM
TO WHOM IT MAY CONCERN:
I /we, the undeisigned, hereby authorize Land Management Group, Inc. to act as our agent in the
piepatation and representation of information related to the ecti ny} 4/401 petn it application
for the Stevenson Chevrolet Swausboro site located at �2�t'Corbett Ave (NC Hwy 24)
Swausboro, NC. All questions ui regards to this project should be duceted to Land Management
Group, Inc
%d�ecj'*UVA 0 (A,__
Print Name
Date

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Stevenson Chevrolet LMG
Swansboro, NC Z, Figure 1
Shelly Stevenson Smith www.LMGroup.net Vicinity Map
Phone: [phone] • Fax: [phone]
LMG # 40-12-136 3805 Wrightsville Ave, Suite 15
1 Wilmington, NC 28403
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Map Source: 2006 DeLorme North Carolina Atlas & Gazetteer Pg. 77 SCALE 1" = 1 le
Stevenson Chevrolet LMG
Swansboro, NC Z, Figure 1
Shelly Stevenson Smith www.LMGroup.net Vicinity Map
Phone: [phone] • Fax: [phone]
LMG # 40-12-136 3805 Wrightsville Ave, Suite 15
1 Wilmington, NC 28403

v
*Boundaries are approximate and are
not meant to be absolute.
Map Source: Hubert Quadrangle 7.5 minute (topographic). SCALE 1" = 2000'
Stevenson Chevrolet LMG
Swansboro, NC Figure 2
Shelly Stevenson Smith — www.LMGroup.net USGS Topographic Map
Phone: [phone] • Fax: [phone]
LMG # 40 -12 -136 3805 Wrightsville Ave, Suite 15
Wilmington, NC 28403 August 3, 2012

On: Onslow loamy fine sand
IRa: Rains fine loam
*Boundaries are approximate and are
not meant to be absolute. SCALE 1" - 200'
Map Source: NRCS Soil Survey.
Stevenson Chevrolet LMG
Swansboro, NC Figure 3
Shelly Stevenson Smith www.LMGroup.net Soils Map
Phone: [phone] • Fax: [phone]
LMG # 40 -12 -136 3805 Wrightsville Ave, Suite 15
Wilmington, NC 28403

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not meant to be absolute. SCALE 1" =200'
Map Source: 2006 NAPP Aerial Photography
Stevenson Chevrolet LMG
Swansboro, NC Figure 4
Shelly Stevenson Smith — www.LMGroup.net 2008 Aerial Photograph
Phone: [phone] ♦ Fax: [phone]
LMG # 40 -12 -136 3805 Wrightsville Ave, Suite 15
Wilmington, NC 28403

October 11, 2013
Mr. John O. Stevenson
781 West Firetower Road
Swansboro, NC 28584
Subject: Stormwater Management Permit No. SW8 130913
Stevenson Chevy Swainsboro
High Density Commercial Constructed Wetlands Project
Onslow County
Dear Mr. Stevenson
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for The Stevenson Chevy in Swansboro on September 25, 2013. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008 -211. We
are forwarding Permit No. SW8 130913, dated October 11, 2013, for the construction, operation
and maintenance of the BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until October 11, 2021, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions, procedures for changes of ownership, transferring the permit,
and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions, to transfer the
permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and /or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699 -6714, or via telephone at 919 - 431 -3000, or visit their website at www. NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Christine Nelson in the Wilmington Regional Office, at (910) 796 -7215.
Sincerely,
�7az Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS /can: S: =QS \Stormwater \Permits & Projects\2013 \130913 HD\2013 10 permit 130913
cc: Howard Resnik, Coastal Site Design
Onslow County Inspections
Wilmington Regional Office Stormwater File
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H C -900 WA YAM
20.00 2a00
H HT
nm
1 +00 1 +71.26
WETLANDS PROFILE
HORI2CWTAL SCALE - I- - 50'
VERTICAL SCALE - /- - 5'
LEGEND
— ¢wrzAVK O Amur a wr
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—W — vnro wrzHUxr
KAwN�A9MUrW I
,) 1
r� •cK .VawOKO XCnAx°s
u(T� awmrrz
T R.ROrAP H,1P
R I V ) -R
1 fR
}E 1 1p ••:
RE JSJ CENTER
GL TIER SHALLL SLOPE AWAY B
AWAYAS SHOWN REQUIRED
STANDARD CURB SECTION
NOT TO SCALE
RE IIttWAYr ASSQBY_
6 RME PADS FOR DISPLAY WEIIRFS
WOMEN 6 R 11101 CE OA'ff FLWT W IFRUL Of fOa AUDIO PROPERTY (K _
Y iWax WAW-
EECIOUL 905
.D R UILUN EAQ1EI1r �
LY WTER LLAYI SRAO1r
JJ
/ ' /•” - I .%C<d' PROVED COSTN,CIM Iff - 1-6 W MO t1 M
2 0 NC
791 -4447 ?B406
/ ;J- i ^Z •7ffiff - \ �; ./ -
LAWDID IEIWT- 214
n fI•
/ 3
pp
COIECrrO
EX6OD ••.• .,. d.
Aer
•[ASOLO
at7n s>{
901 PACE
��Gr6s.4 10•
4
r,
WRR WW . •;.F W8
.- G(CSIMIR ,`�� IXOFAMD RD[MK
SRI
- MOUE To
/pI+;l�
4000 OW3 . I'Mff
ouTSrc roIDD smRAE - 1,776 s
SRW>d
Ip
- SRSDEWE iJ
QIDG F2
FIRST - V54 ff
SITE & BUILDING DATA:
Ijj�•
9 +
FOOL
,2
7 210°�cCq f' °CR'�
7
sow YAAO
TOTAL (DT AREA - 614710 SP (K70 ACE)
_c•.:,•
./A Q °q6
/ ; RAT !CALF W Q°
PRP°0. ®B.VWG AREA 119414 (2 BASS 15r ROOn)
LOT COVERAGE 31910 SF / 6447JO SE - DOW
- "- „,• [r upAIEO DaMlur
yT w'•�-
4CA)ry,
"'� DATA
[p Z MULD 5 O1 91E - Z136,7
L/CENS£ C -1770
i
I 976 a0i GAE p1 SMWE pp ryo
6.55. / LK OFAIFY9i 9lDWG Ca t/ Ae�v Oi
PROPOSED 51L SLDWD LOT COIERAX
BLLDM; SCBKAS'
�gp,� �[�'•.
L�
EX6TNO PARAID . H76 ff
COASTAL
3017 3 / 6MA 710 g
/
r`� SP
LCA '`-c- Fj> • <lT,,�
lj.
OnTWO a47% E/ERWOUS
SITE
• P�
%- f
`q
1319 3d 0) _ LX 15 -RCP -�., -'
-
- EX ETEP (70 E ROAM SOME A &AYE)
PR OVO O61E DATA
PROVED PARRING AREA 171.901 7
PM BL6IWIG AEA 4707 ff
DESIGN P C
` I ::
y
y A'o �
PROVO 9aEWX AREA g5W s NME arERRDU AREA I5
PMYOgO
,
J'
M•
�-
MIAL OBE Y°ERRLVS NEA 164°2 ff
ENGINEERING
Et I6'
3K412 ff /MIX SE - 05719 G 57.2E EPERMR6'
PROPOSED 572E EPOMOUS
BLLLLD DATA
LAND PUNNING
COABYERCAL / RES/D£NnAL
P0. Box 4041
/ ' /•” - I .%C<d' PROVED COSTN,CIM Iff - 1-6 W MO t1 M
2 0 NC
791 -4447 ?B406
/ ;J- i ^Z •7ffiff - \ �; ./ -
LAWDID IEIWT- 214
/ 3
hutflER OF STORIES 2
WEY 6 FT ITCH OF DO15E "T MOM G FE/LE ALOD PROPERTY lX
Aer
•[ASOLO
at7n s>{
3' 1190BW
( w,
0
- MOUE To
/pI+;l�
4000 OW3 . I'Mff
ouTSrc roIDD smRAE - 1,776 s
Ip
.%._ a 6W g o �.% E DDNOtd[D ppQ w rl.P e1H
% /" ', •j- .. -� P Pp 2
QIDG F2
FIRST - V54 ff
Ijj�•
/ /
!/
FOOL
,2
7 210°�cCq f' °CR'�
7
PROVED' -1S 7505E (APL FLORC 29LC5)
_c•.:,•
./A Q °q6
/ ; RAT !CALF W Q°
PRP°0. ®B.VWG AREA 119414 (2 BASS 15r ROOn)
LOT COVERAGE 31910 SF / 6447JO SE - DOW
W
Ll
layiS
{il
I 976 a0i GAE p1 SMWE pp ryo
6.55. / LK OFAIFY9i 9lDWG Ca t/ Ae�v Oi
PROPOSED 51L SLDWD LOT COIERAX
BLLDM; SCBKAS'
L�
)
/ 25' CO - FF - 37.0 liq / /[p,� .R }�� f =`0 o Re D In' RPM'. &.11 t 110VO 111121 Z a �
iAai. 215 R FROYT.
1•.7612 SIDE. 10 R 9OE 105 8 SDE .176 4 y d F
\ $p {, '� SM. 10 R SIDE 165 R 91E 105 R
2LOALMD FT ;� SNdWA 1LR ROE P- REIA to 1`7 6EM 92HR REAR, 7198 lS p�
ttfij[
{• Wl(R1M1N \ /ti / I MN 6 171gf OF OE/6E FLWT W IERIAI OR FDIC5 ALOIC PROPERTY I E NOW DATA �99• t`
PAROlC REQUIELENiS PER IOW DE SYMSBORO LOO SEC" 17 -3
// _- j .J?., / RAO �y 1 ? - -. t /`' ��5 f� NFrouamcRFn.uraei RmrIIDeK fle
/ 7
\ ^ }�/, SICRYW1IER II j S/67 g C
210°aCCq / -' �• __ / 0.R BOLRD
SRMR/Alli7f l/I.NOS / � .
/ SEE 9fL7 C9LLFOP OR / / � : •• •, ..
_ p
iERID d/1D A s7aW .yp5 OE (I) SPACE FOR LA01 SERWCE BAY ND WOMW
1.776 ff\ RAYS X1 -JE 476061
C E (1) SPACE FOR E"Y JO) s OP GROSS RGRR AREA
'v M1 C ryM1 sow AREA OF BLWLWD - 1.1901 SP BERG S BIRKED FRDI MIA
PADS) / �ry}I "n Q°q ROW � K ALREADY ARriBIO FOR W SLRNff BAY Z
PARRIWO (CROSS FLOOR AREA / JIM) (14619 ff /100 - 662 0 SPACES) ZO RUP
`NIDRAU7 PARALG REM 3R + 67 - RU SPACES ~ G Z Z Q L0•L
f O PADOAG PROW" IN EO'EED SPACES 199 09LAY SPACES, 307 IOTW N j
O Zw
aE q SPAR FDR EWRr 24OID s E aE (0 Aout;c 4L SPACE
i wz PR tERY 14000 u APRR TL
FRO° DI.YPSI(R EA11(19ME (GROSS a" AREA IDTAI - 2DWO) 001AADD - 10,M)
� - / (11152 ff - 2QD9J (13157 ff - 14LA0 Sh [3]52 SP - 14076 SP) (S � i � ZSZ'n
LO /DWG SPACES REM 1 2 O Z 00
LOAEM SPACES POWLER 1 f I BUCIOE IRA+ER SPACE ; Z pI V q
\ N�
14001 ff LAM!' VCO WRAP PAaB AREA
W W OLM SPACE ff O a PISFOO
ASE RIP CE R x 25 R AM / 1732M - 2 w vz
IMMI N
j N p
O es EOEED L
r TQFGARY YEIIAIDS LFACT _ (n O
/ I,9S7 ff (am X) o
LUA!PORT 7RUGC MMOM AREA 9 R
MRX 1158 t R1
/ n\
TYPICAL PARKING BAY
/, NBK ESQaLEWr d - U �/ NOT TO SCALE
/ EBNDS_ _
/ OUNP, SEW ' FIRE &LIFE SAFETY NOTES•
D0L GAGE O1 SWINE
>O R RAW UTILITY EAmO/I
RIP. NEMRDS IWAC I � IM1 / PHa
1951.7 (601
1
70 DA-.p o Q°
SGpMµ!
B' OUMtt $FLEA / F Dry - - - - ( NRK EIQOPMNI 400 0000 ,+ 0�
M R UIRM EA4IENT
•�� /' / s � nXE6�m
/ J
/ AC(F APROWED tom'
R/ \ ERARDS
CORRECT ICE 1140 MST W 21
Po4 Jy9? a e sA JO ' \
CPS INFORMATION
BENCHMARK REF NORTH CAROLINA GEODETIC NETWORK
JACKSONVILLE CORS
MOREHEAD CITY CORS
D� e p
CASTLE HAYNE CORS
A:TATC 1 NYSDTL Y`. -I.. - fue 'I-) [ACT
LIAROSCAPIRC G PAOOC CLMDT BOCK G NPOE FIRE IfMAIR6 Of FDCY A JR DEAR
.SPACE 94ALL BE PAWTA9ED ARCIM BE ERCLIFU NEE BE HY RAWT
2 CO/7RAC/G 9ULL W.WTAW AN ALL W4NER ACCESS FOR alERCENCY IOWIES AT
ALL lie OLAMC O]R6OISCOX1.
1 OCIDWOM FIRE LIE MIST E PVLITID AFB WSPECrm BY Of IM OF SAMWORO FEE 01PARRENT FRCP NL PMIC
RICER OF WY ro M BLEDIIG
4 FIRE WSPECRW MUST BLTIESS M I(YERSTATE 7ESIM LWWIN TEPW OE 6 M M
1 A 24 HOW UNIAN NOMICABW 6 F (ELm PRIOR ID ANY O RIF ABOW M,) OR WISP rWIS B/,G POEOOED
L FDC C MECBd6 CM BE M FLOT EN MAN 41 R FROM FIRE I(19CLE ACCESS
7. FDC ttMECOORS CAN E W TURNER BUN 150 T FROI A FIRE RIDRAIII
6 WIK Y 16TALLED FIRE HWANIS ADST BE OPERA ROYAL PRIG ro CA4US/EEE Co SIRE " VIEW BLYC 60CLxiIT 0611E
UTILITY NOTES:
I. PROJECT SHALL CORY WIN IRS IDNN O SWANSBCRO AND ORMSA CROSS CCWLCBG OY10Ra EaWLEIUUFS OJEF METERS)
CNINIT E 9:T AliD ACTIVATED G NEW W+6 IWB ALL EpLRQ[WS ARE LET. CALL 917 -7559 FOR Kaul411OL
2 E THE COIIRACIOP DESIRES W IFR FOR CMIRLCIIOI E 91NL APPYW ADYAWE FG 11K SERLICE'
ND MST PROKE A REDUCED PEZ 2OE (EZ) OW PEHHEW E4CE O1 IE DEIELOFERS SIDE
O DE W41ER METD Box
1 ALL COEGACEµ MIFR SDnR= AID AIRY fi%ANG SYSEWS SUPPLIED BY OA MS4 MIER 9WL RAWE A 110010W
PRMOR ERIE ADOPTABLE M GMSA AID APPROVED BY 4FE" G ASSE C.IIL 937 -659 FOR "MURAL
A WEN PIC URN YV6 MD�R PBIEMIIDE SER4�' ARE PROPOSER /1E PIPES ARE TO E WARM WM .WD 10
/L4IA/FD OPPD NK MSTALLD 7E ERIK L DXRf APO STRAPPED TO BE PPES' WM DUCr TAPE IFE LdAA RD
ME 6 D E SI/!PD RI BNE LWE AND SECARO ro ALL VALWS AID PIONS BL NK 6 ro E ACCESSME AT
ALL FIRE HMAWIS AID WIDER LEIER GOES TO AD N NNBE LOGigW E FAC UIES
5 36lI COW[R DIET ALL MU WINS
6 AWY 9PARAE CO'IECIIOI 10R IRRIC.4I1010 9WL CORY WM TOWN APO OOASA CROSS- CCAWCNOI NEOCMREA'TS WIN
APPUN10 SAWIOW PEWN" XAES
7 AT LOCID06 WERE WEER WAIT CA'mY5 CEDER SWITMY ¢HER DUCTILE IRCW PIPE !FALL E USED APGC WIN PROWOW C
24- L/EIB E AfRIEGL SERARAWK
It WEND 4RIICES CW NOT E ACVM RD G WEB 0 VAS K( T /TR1E1GlgW ND MPf.WiS
CEROICADW MIE BEER P MO TO ON AND iWAL
TRAFFIC ENGINEERING NOTES:
r. BWTK' CAIRO ESLES (WY2IOWG 9PS AID PAW 30T PARIDI C) W AREAS CPV1 TO PUBLIC /RARC
ARE ro EET W ICED STALM90S
2 ALL PAWDENT 1N9OlC5W PRIX NODS O Wr ND FOR pOW11lIK ARE ro E I1L9g4A57IC
AID MEET TOM ND/Dt ADOPT ST=KKIS
1 ALL TRAFFIC CGIRB MIS AND WAWOIGS OT DE ROIT O WY ARE to E WWTAMD BY DE PROI OMER
W ACCCKNMLE
MWM Wn SW
4..ILL
LLWgAZ AND GAEL ARAM WOM BE PARKING AEA 9ULL E WIC
ENVIRONMENTAL NOTES:
1. NO LAD WTURBANCE 6 PVo rRo O119BE RE E99UOD MS OF OSBIRBAIICE FM .97E WROIQERIS OTHER
MAW WUT 6 EESSWY ro E WTO EIOSIM CONTOURS G MEET LVIBSCAAD ELIARD&M
1. gSLOW COUVTY TAX RECORD AMID S.'
17.114
2 To TA IRAC'T AREA No 7]0 AL (1. 70 acS)
1 DZIM 2O RC D6OIM 8-1
LAIR ❑A19IC/OOE 00MORED
5. DES WE 6 LDGARD W AIE X ALCO1100
ro TE FEEM 0119 .T WNACEIIEtFT AGUC S
noco MRAZAWCE RAE WP, COYMtt -PANEL
M&W 3)26Si55mAK BUM t1/VM
6 9E ADDRESS 6 Mil REST CORER AK
2 8OLMARY SLRIEY PERFOWED or LNER 9.RIEW COFMRY.
PARKING NOTES:
1. WLIA.Y PAPMIC EOIKD. 1O7 !'ACES TOTAL PROMEIt 107 SPACES
2 5 H&C" ACCESSW SPACES ERlx O. 5 .SPACES PROWLED
1 I ACCESSIBLE SPACE EOVAlt 4 SPACES PRO
PROIIDD
4 31.04AM SPACES EOELP 3 SPACE PROWED
DEVELOPMENT NOTES.
1. ALL 906 A10 PAW11011 WDODS W AREAS O'fN
10 PUBLIC "FIC ARE ro MIT WILD STNDAROS
2 M CO/1RACOLR 6 RESPO6HE FOR Of LDCATXN
AIp PRO7MIM E FASTING UOU E5 DNA -
CO6DSK'IM CNl U-L000 AT 1-0[IML72 -1919.
COWIRACBM S ESP(Nf9AF FOR 711E REPAIR AID EPLACEI[NT
OP ANY UMIMS. CUB AAO GUFWL 2"" PAN" PAWLLDNI
FIG. MAT WYE IIAWAGO DURING COSOUCKK DAMAGED
MIS SHALL E REPAIRED M AT (FAST M DUALITY G
NG14LW'9i FDDO W TIE GLLW NEW
3 SOB 057E O'SPOSAI ILL E DOWSER SEAMS
A ALL WWI~ 9WL E R AETnDNEE WIN
TIE IONN O SRNFSOM 20000: C9.MNEF
A SLDOW" EGUAIIOWS
S. APPROVAL OF SITE PLAR DOES NOT OX6NNIE APPROVAL E
PROVED 900E FOR TIR 91L A SEPARAIE 901 PEW
MST E GTAMD.
6 APPLICABLE SWEET FRGIAC69ULL M E M A"KGEIARLE
SOLVED W27M IOW EOCMORS
7. RE DEIELM"T 96LL COMPLY WM ALL TOW 1E0M+CAL
STANDARDS APO DETQOgERT EDXAIKYS
6 WK DIEMNT 91µL E PLACED M IK WRDOR YARDS AID SCAMI O
PU% TIE W FROW -WAY. I/IF EMS rL E SGEDm FEN
PLBLUC IE11 FRaM ALL SIDES O IE BuLMG
9 AO IWABG DIAWOXY SIE09M P W DESIRED BE IROGATIOW CWMOL
MBLLE WSr E CVMTRD W/ A RAW 9)6CAL
60 30 0 60 120 169
SCALE M FEET.. I'- 60'
Q
WEY 6 FT ITCH OF DO15E "T MOM G FE/LE ALOD PROPERTY lX
L2
/91X1 W161RUL7D /
TER as RUT C9 iG
/
3' 1190BW
( w,
0
HEAVY —DUTY ASPHALT
\y,
LIAROSCAPIRC G PAOOC CLMDT BOCK G NPOE FIRE IfMAIR6 Of FDCY A JR DEAR
.SPACE 94ALL BE PAWTA9ED ARCIM BE ERCLIFU NEE BE HY RAWT
2 CO/7RAC/G 9ULL W.WTAW AN ALL W4NER ACCESS FOR alERCENCY IOWIES AT
ALL lie OLAMC O]R6OISCOX1.
1 OCIDWOM FIRE LIE MIST E PVLITID AFB WSPECrm BY Of IM OF SAMWORO FEE 01PARRENT FRCP NL PMIC
RICER OF WY ro M BLEDIIG
4 FIRE WSPECRW MUST BLTIESS M I(YERSTATE 7ESIM LWWIN TEPW OE 6 M M
1 A 24 HOW UNIAN NOMICABW 6 F (ELm PRIOR ID ANY O RIF ABOW M,) OR WISP rWIS B/,G POEOOED
L FDC C MECBd6 CM BE M FLOT EN MAN 41 R FROM FIRE I(19CLE ACCESS
7. FDC ttMECOORS CAN E W TURNER BUN 150 T FROI A FIRE RIDRAIII
6 WIK Y 16TALLED FIRE HWANIS ADST BE OPERA ROYAL PRIG ro CA4US/EEE Co SIRE " VIEW BLYC 60CLxiIT 0611E
UTILITY NOTES:
I. PROJECT SHALL CORY WIN IRS IDNN O SWANSBCRO AND ORMSA CROSS CCWLCBG OY10Ra EaWLEIUUFS OJEF METERS)
CNINIT E 9:T AliD ACTIVATED G NEW W+6 IWB ALL EpLRQ[WS ARE LET. CALL 917 -7559 FOR Kaul411OL
2 E THE COIIRACIOP DESIRES W IFR FOR CMIRLCIIOI E 91NL APPYW ADYAWE FG 11K SERLICE'
ND MST PROKE A REDUCED PEZ 2OE (EZ) OW PEHHEW E4CE O1 IE DEIELOFERS SIDE
O DE W41ER METD Box
1 ALL COEGACEµ MIFR SDnR= AID AIRY fi%ANG SYSEWS SUPPLIED BY OA MS4 MIER 9WL RAWE A 110010W
PRMOR ERIE ADOPTABLE M GMSA AID APPROVED BY 4FE" G ASSE C.IIL 937 -659 FOR "MURAL
A WEN PIC URN YV6 MD�R PBIEMIIDE SER4�' ARE PROPOSER /1E PIPES ARE TO E WARM WM .WD 10
/L4IA/FD OPPD NK MSTALLD 7E ERIK L DXRf APO STRAPPED TO BE PPES' WM DUCr TAPE IFE LdAA RD
ME 6 D E SI/!PD RI BNE LWE AND SECARO ro ALL VALWS AID PIONS BL NK 6 ro E ACCESSME AT
ALL FIRE HMAWIS AID WIDER LEIER GOES TO AD N NNBE LOGigW E FAC UIES
5 36lI COW[R DIET ALL MU WINS
6 AWY 9PARAE CO'IECIIOI 10R IRRIC.4I1010 9WL CORY WM TOWN APO OOASA CROSS- CCAWCNOI NEOCMREA'TS WIN
APPUN10 SAWIOW PEWN" XAES
7 AT LOCID06 WERE WEER WAIT CA'mY5 CEDER SWITMY ¢HER DUCTILE IRCW PIPE !FALL E USED APGC WIN PROWOW C
24- L/EIB E AfRIEGL SERARAWK
It WEND 4RIICES CW NOT E ACVM RD G WEB 0 VAS K( T /TR1E1GlgW ND MPf.WiS
CEROICADW MIE BEER P MO TO ON AND iWAL
TRAFFIC ENGINEERING NOTES:
r. BWTK' CAIRO ESLES (WY2IOWG 9PS AID PAW 30T PARIDI C) W AREAS CPV1 TO PUBLIC /RARC
ARE ro EET W ICED STALM90S
2 ALL PAWDENT 1N9OlC5W PRIX NODS O Wr ND FOR pOW11lIK ARE ro E I1L9g4A57IC
AID MEET TOM ND/Dt ADOPT ST=KKIS
1 ALL TRAFFIC CGIRB MIS AND WAWOIGS OT DE ROIT O WY ARE to E WWTAMD BY DE PROI OMER
W ACCCKNMLE
MWM Wn SW
4..ILL
LLWgAZ AND GAEL ARAM WOM BE PARKING AEA 9ULL E WIC
ENVIRONMENTAL NOTES:
1. NO LAD WTURBANCE 6 PVo rRo O119BE RE E99UOD MS OF OSBIRBAIICE FM .97E WROIQERIS OTHER
MAW WUT 6 EESSWY ro E WTO EIOSIM CONTOURS G MEET LVIBSCAAD ELIARD&M
1. gSLOW COUVTY TAX RECORD AMID S.'
17.114
2 To TA IRAC'T AREA No 7]0 AL (1. 70 acS)
1 DZIM 2O RC D6OIM 8-1
LAIR ❑A19IC/OOE 00MORED
5. DES WE 6 LDGARD W AIE X ALCO1100
ro TE FEEM 0119 .T WNACEIIEtFT AGUC S
noco MRAZAWCE RAE WP, COYMtt -PANEL
M&W 3)26Si55mAK BUM t1/VM
6 9E ADDRESS 6 Mil REST CORER AK
2 8OLMARY SLRIEY PERFOWED or LNER 9.RIEW COFMRY.
PARKING NOTES:
1. WLIA.Y PAPMIC EOIKD. 1O7 !'ACES TOTAL PROMEIt 107 SPACES
2 5 H&C" ACCESSW SPACES ERlx O. 5 .SPACES PROWLED
1 I ACCESSIBLE SPACE EOVAlt 4 SPACES PRO
PROIIDD
4 31.04AM SPACES EOELP 3 SPACE PROWED
DEVELOPMENT NOTES.
1. ALL 906 A10 PAW11011 WDODS W AREAS O'fN
10 PUBLIC "FIC ARE ro MIT WILD STNDAROS
2 M CO/1RACOLR 6 RESPO6HE FOR Of LDCATXN
AIp PRO7MIM E FASTING UOU E5 DNA -
CO6DSK'IM CNl U-L000 AT 1-0[IML72 -1919.
COWIRACBM S ESP(Nf9AF FOR 711E REPAIR AID EPLACEI[NT
OP ANY UMIMS. CUB AAO GUFWL 2"" PAN" PAWLLDNI
FIG. MAT WYE IIAWAGO DURING COSOUCKK DAMAGED
MIS SHALL E REPAIRED M AT (FAST M DUALITY G
NG14LW'9i FDDO W TIE GLLW NEW
3 SOB 057E O'SPOSAI ILL E DOWSER SEAMS
A ALL WWI~ 9WL E R AETnDNEE WIN
TIE IONN O SRNFSOM 20000: C9.MNEF
A SLDOW" EGUAIIOWS
S. APPROVAL OF SITE PLAR DOES NOT OX6NNIE APPROVAL E
PROVED 900E FOR TIR 91L A SEPARAIE 901 PEW
MST E GTAMD.
6 APPLICABLE SWEET FRGIAC69ULL M E M A"KGEIARLE
SOLVED W27M IOW EOCMORS
7. RE DEIELM"T 96LL COMPLY WM ALL TOW 1E0M+CAL
STANDARDS APO DETQOgERT EDXAIKYS
6 WK DIEMNT 91µL E PLACED M IK WRDOR YARDS AID SCAMI O
PU% TIE W FROW -WAY. I/IF EMS rL E SGEDm FEN
PLBLUC IE11 FRaM ALL SIDES O IE BuLMG
9 AO IWABG DIAWOXY SIE09M P W DESIRED BE IROGATIOW CWMOL
MBLLE WSr E CVMTRD W/ A RAW 9)6CAL
60 30 0 60 120 169
SCALE M FEET.. I'- 60'
O
Z
W
K
DATE: 6 -20 -13
1IORZ SCALE: 1'- 60'
"I. SCAM N/A
DRAWN BY.. RLW
CHECKED BY.- HSR
PROJECT NO.: 12 -0280
MBE Nu � W
Q
0
O
Z
W
K
DATE: 6 -20 -13
1IORZ SCALE: 1'- 60'
"I. SCAM N/A
DRAWN BY.. RLW
CHECKED BY.- HSR
PROJECT NO.: 12 -0280
MBE Nu � W

5 )
al
EXPANSION JOINT
EXISTING BOUNDARY
3
I
FRONT: 528 FT
CONTOUR UNE & ELEVAnON
�s
3 FT MIN'
SIDE 10 FT
P
i, {j
'
PROP SEWER
P
t�
Q�.
7
-
8 C -900
WATER, MAIN
HEAVY DUTY ASPHALT
r
CIO
C
0t
�e
L
NOT TO SCALE
C'
15 FT 15 FT
2' SF9 5A
3'1190B
CURBING
4' ABC \8' ABC CURBING
ACCESS " ABC
STREET C.-R0SECT/0N
NOT TO SCALE
CON01FTE SLAB
6' AGGREGATE
BASE COIA4SE
USE AT VEHICLE DISPLA
Y P AROlM1D oEAlERSIr BMW ARID DUIFM PAD
- -- - - N T
HEA V� t1 T I / 1/
(NTS
)
EXPANSION JOINT
EXISTING BOUNDARY
AT 30' INTERVALS(TYP)
I
FRONT: 528 FT
CONTOUR UNE & ELEVAnON
t�
3 FT MIN'
SIDE 10 FT
P
i, {j
'
PROP SEWER
P
t�
Q�.
7
-
8 C -900
WATER, MAIN
HEAVY DUTY ASPHALT
1
1" SCORE(TYP)
20.00
i
i
i
HANDICAP RAMP
20.00
PROPOSED STORM
SEWER & CATCH BASIN
MM
MM
F
MM
F
Al _t
RETLANDS
PROFILE
4 "THICK
5 FT WIDE
VERTICAL SCALE = 1' = 5'
TANS
L TAI
NTS
C'
15 FT 15 FT
2' SF9 5A
3'1190B
CURBING
4' ABC \8' ABC CURBING
ACCESS " ABC
STREET C.-R0SECT/0N
NOT TO SCALE
CON01FTE SLAB
6' AGGREGATE
BASE COIA4SE
USE AT VEHICLE DISPLA
Y P AROlM1D oEAlERSIr BMW ARID DUIFM PAD
- -- - - N T
HEA V� t1 T I / 1/
(NTS
)
LEGEND,
STING (>MND
EXISTING BOUNDARY
—
I
FRONT: 528 FT
CONTOUR UNE & ELEVAnON
SS
3 FT MIN'
SIDE 10 FT
30.00
i, {j
'
PROP SEWER
30.00
PROP WA7ERLINE
-
8 C -900
WATER, MAIN
HEAVY DUTY ASPHALT
1
i
20.00
i
i
i
HANDICAP RAMP
20.00
PROPOSED STORM
SEWER & CATCH BASIN
MM
MM
F
MM
F
1+00 1+71.26
RETLANDS
PROFILE
HORIZONTAL SCALE = 1'
= 50'
VERTICAL SCALE = 1' = 5'
LEGEND,
PROPOSED BI?G 1
EXISTING BOUNDARY
—
CEN7ERUNE OF RIGHT OF WAY
FRONT: 528 FT
CONTOUR UNE & ELEVAnON
SS
EXIS71NG SANITARY
SIDE 10 FT
SEWER & MANHOLE
i, {j
ExisnNc wA7FRUNE
PROP SEWER
W
PROP WA7ERLINE
-
PROP BUILDING FOOTPRINT
HEAVY DUTY ASPHALT
ACOE APPROVED WETLANDS
CONCRETE
HANDICAP RAMP
PROPOSED STORM
SEWER & CATCH BASIN
3D FT PUBIC UTILITY EAS I Mi
]IMP. KRANDS APACI
1,953 SF (0.04 AC)
FIRE HYDRANT ASSEIIIBLY,
6 VEHICLE PADS FOR DISPLAY VW XLEES -
MIIWMUM 6 FT HIGH OF DENSE PLANT MATERIAL OR FENCE ALONG PROPERTY LINE
8' WATER MAtIM�
DRECIIONAI. SIGNS
M/ I DI
1 - ,
P ��G
�c IX UNPAVED DRIVEWAYS
o,5 FT SrDEW
,STREET YARD
�, IX UNPAVED DRIVEWAY
cy
r� q
30 FT UTILITY EASEMENT \
� / ryy�yQ• \9 l\ ,,,IX METER (10 BE REMOVED &SERVICE ABANDONED)
8' WATER MALI STUBOUT /' % / 3' RAD•
9
,147 I ,
x / /
4 1 12 788 SF
12
° IX 18" RCP
0
f EXISTING HOUSE 7D rSO�Oh /
1 BE DEMOLISHED 0\9 0*,-
FLAT SWALE
0.0% GRADE ON SWALE
ee `Or �0
`L
e ,Vo
F 700F~�
6 FT HIGH OF DENSE PLAINT MAIM A. OR FENCE ALONG PROPERTY LINE
O�
Q�Oo
.
S
15.662 / 8 �\
rNCLENRA CONS7=T& I �� 9
1�, �• - ::::.. ^-•�.. / 54,462 SF 8
0
h ® ° -"^ /,
`x
0 V - �� _ ! % ^ // / 4,76
ACOE APPROVED
5 0 WEnalvOS_ - _
o /
r
0 r
F
0 /
0 8
/ A /
ti - -
r
"r
NCDENR/bNO CwsIRUC 7e, //
SHEET C9 FOR
8
..... .....
FUNK DEVELOPMENT
ACOE APPROVED
/ GRAVITY SEWER
T SWALE
/ Q0X GRADE ON SWALE
cb
- - P�45
00
°Ov
S / k
104�oonl o^�0e 9 Q A
8' GRAVITY SEVER o l � r/ r FUIUR E DEVELOPMENT
1 :f
30 FT UTILITY EASEMENT
8' WATER MAIM °y " _ ; - may►` '.---. -,
NNCOENRAWQ CONSTRUCIOD
/ ACOE APPROVED ®
NEXANDS
C0181ECT TD WATER CREST MH 21
NO CONSIR11CIED
_
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Oe/ ,� sr r� \ ^ DNS %^
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GPS INFORMATIO
BENCHMARK REF 'gORTH CAROLINA GEODETIC NETWORK
JACKSONVILLE CRS
MOREHEAD CITY FORS
CASTLE HAYNE CCRS
STATE PLANE NAD 83 NORTH CAROLINA 3200 (NSRS 2007) FEET + \oc
NAVD 88 VERTICAL DATUM
,V0
/
MAWA 6 FT HIM OF DOSE PLANT MATERIAL OR FENCE ALONG PROPERTY LIE
i
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PROP DUMPSTER ENCLOSURE
OADING SPACE
E TRAP
10FTX25FT
TRANSPORT 7RINXC UNLOADING AREA
18FTX135FT
•
IDTAL LOT AREA = 644730 SF (14.70 AC.*)
0SANG DATA
E VSTNG BUILDINGS ON SITE = Z136 SF
0=0 PARKING = 876 SF
TDTAL: = 3,012 SF
4012 SF / 644730 SF
BMW a47X NPERVIOUS
PROPOSED ON91F DATA PROPOSED PARKING AREA: 171,901 SF
PROPOSED BUILDING AREA: 35,707 SF
PROPOSED SIDEWALK AREA: J44 SF
PROPOSED FUTURE BPERVIOUS AREA: 150 500 SF
IDTAL 061E IMPERVIOUS' AREA: 366,452 SF
366,452 SF / 644730 SF = 0.5719 OR 5729 WERVIO S
PROPM 572X IMPERVIOUS
BUILDING .DATA
PROPOSED CONSTRUCTION TYPE = 1 -8
IUMM OF BU11D= = 2
BURDW F Saw = 21 FT
NUMBER OF STORES = 2
SF BY 12DaR
FIRST FLOOR = 28,777 SF
SECOND FLOOR - 1,810 SF
OUTSIDE COVERED STORAGE = 1,776 SF
Mrz
FIRST FLOOR = 5,154 SF
GROSS SUR.D/NG AREA
PROPOSED AREA = 35,750 SF (ALL FLOORS% 2 BLOCS)
PROPOSED BUILDING AREA 3J,940 SF (2 BLM 1ST FLOORS)
LOT COVERAGE: 33,940 sF / 644730 SF = 0.053
PROPOSED &3X BUILDING LOT COVERAGE
B ILMNG SETBACKS:
RED 191'
PROPOSED BI?G 1
PROPOSED BLDG 2
FRONT: 25 FT
FRONT 235 FT
FRONT: 528 FT
SIDE 10 FT
SIDE: 105 FT
SIDE 320 FT
SIDE 10 FT
SIDE 165 FT
SIDE 1015 FT
REAR: 10 FT
REAR: 928 FT
REAR: 749 FT
PARKING DATA
PAROG REQUIREMENTS PER TOWN OF SWMSBORO LIDO SECIRW 17 -4
AUIt -RIVE REPAIR m►d& BODY WORK
DIE (1) SPACE FOR EACH SERVICE BAY AND MECHANIC
(# OF SERVICE BAYS X 2) (18 SERVICE BAYS X 2 = ,k SPACES)
OFR ES GENERAL. OR PROUSSIVI L
DIE (1) SPACE FOR EVERY 30D SF OF GROSS FLOOR AREA
SERVICE AREA OF BUILDING = 1401 SF BEING SIS RACIED FROM TOTAL
FLOOR AREA SINCE ITS ALREADY ACCOUIMIED FOR IN SERVICE BAY
PAWNG COUNT ABOVE
(GROSS FLOOR AREA / 300) (19,849 SF 1300 = 66.2 117J SPACES)
PAIiIQhG R EQb; 36 + 67 = 103 SPACES
PANW PROVIDED; 103 REQ1M SPACES, 199 DISPLAY SPACES, 307 IDTAL
LOADING SPACES
ONE (1) _SPACE FOR EVERY 20,000 SIr & LIME (1) ADDITIONAL SPACE
PER Y 10,000 SF .
(GROSS FLOOR AREA TOTAL 24000) (REMAINDER - 10,000)
(9,352 SF - 24000) (14352 $F - 14000 SF) (4352 SF - 14OW SF)
L SPACES RE
ft, 3
Qb•
LOAMG SPACES PROMED• 3 + I IIIAC
TOR TRAILER SPACE
36,00t SF OF LANDSCAPED ISLANDS WAIN PABONG AREA
17427D 7 OF ASPHALT PROPOSED
mpt/17,270= a21OR21X
MNNILIUI OF 89 REQUIRED
1011PORARY NIERANDS IMPACT
1,953 Sr (0.04 AC)
'GENERAL •
1. O1mor COUNTY TAX RECORD NIAIIM:
17384
2 TOTAL TRACT AREA 644730 0.f. (1470 =I)
.1 O7QSM, ZONING DISTRICT: 9-1
4. LAND GLASSIFTCANON UNDEVELOPED
5. THIS 97T IS LOCAIED IN ZONE X ACWWNG
10 IRE FEIUFRAL EMERGENCY MANAGEMENT AGENCYS
FLOOD INSURANCE RAZE MAP, C 1Y -PANEL
NUMBER 372053550U/ K, DATED: 1113105.
6. SITE AALRESS IS 1435 NEST CMBETT AVE
Z BOU10AiRY SURVEY PERFORMED BY LMIER SURVEYING COMPANY.
P_ RKI N G TES:
I MNNMUM PrIRICING REQUIRED, 103 SPACES; TOTAL PROVIDED; 103 SPACES
2 5 HANDM�* ACCESSIBLE SPACES REQUIRED; 5 SPACES PROVIDED
3 1 VAN AGREE SPACE REQUIRED; 4 SPACES PROVIDED
4. 3 LOAO10 SPACES REQUIRED, 3 SPACES PROVIDED
1. ALL SIGC AND PAVEMENT MARKINGS IN AREAS OPEN
TO RWC TRAMC ARE TO MEET MUMD STANDARDS
2 THE C"CTOR IS RESPONSIBLE FOR BE LOCATION
AND M1 ECTION OF EASING UIILg1ES DURING
CONSIIEUCTIQN. CALL U-L000 AT 1- 600 - 632 -4949
CONE TOR 6 RESPONSIBLE FOR HE REPAIR AND RIEPLAcaw
OF fff UTIJTIEs, CURB AND GUTTER, SIDEWALK PANELS, PAVEMENT,
ETC•.'NAT MAY BE DAMAGED DIMING CQNSIRUCIM. DAMAGED
ITEMS MALL BE REPAIRED ID AT LEAST 1NE QUALITY OR
NOIRKWANSNP FOUND IN THE ORHMW 11EM.
3 SOLID WASTE DISPOSAL EL BE DUIFM SERWE:
4 ALL DEV EOPMENT SHALL BE IN ACCORDANCE WW
11E MW OF SWANSBORO ZONNG ORDINANCE
do SEWWSION REGULATIONS,
5. APPROVA. OF SITE PLAN DOES NOT CONSTITUTE APPROVAL OF
PROPOSED SIGNAGE FOR THIS SITE A SEPARATE SIGN PERMIT
MUST SEE OBTAINED
6 APPUCME STREET FRONTAGES SHALL HAVE NATURAL VEGETATIVE
SC MG MEETING I= REQUIREMEIM
Z THE DEWROPMBMT SHALL COIW'LY N1TH ALL IONN IEWCAL
STAICIARDS AND DEVELOPMENT REGULAIM
8. HVAC WAPMENT SHALL BE PLACED IN THE INTERIOR YARDS AND SCREDMED
FRAV THE RIGHT -OF -WAY. IHE UNITS NULL BE SCREENED FROM
PUB.Iv NEW FROM ALL SIDES OF THE BUILDING
9 NO IR GADON CURRENTLY SPECIFIED, lF SO DESIRED THE 1ARIGOON CONTROL
MODULE MUST BE OUIFRTEED W/ A RANI SETS
60 30 0 60 120 180
SCALE IN FEET. 1 = 60'
LICENSE / C -2710 "
COASTAL
SITE
DESIGN,PC
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDEN77AL
P.O. Box 4041
WImington, NC 28406
(910) 791 -4441
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DA 7F• 6 -20 -13
HORZ. SCALE- 1' = 60'
VERT. SCALE. N/A
DRAWN BY RLW
CHECKED BY HSR
PROJECT NO.: 12 -0280
Shoat No. I Of