20171113 Ver 1_401 Application_20170901

Mitchell Environmental, P.A.
Transmittal
Date: Phone Number:
September 1, 2017 919-807-6303
To:
Ms. Karen Higgins
NC Dept. of Environmental Quality
401 & Buffer Permitting Unit
512 N. Salisbury Street (Archdale Bldg. - 9th Floor)
Raleigh, North Carolina 27604
Transmitted By:
®Hand Delivery
From:
Scott Mitchell
❑Standard Mail
Re:
Meineke Car Care Center — Holly Springs
Attachments:
EX
❑Other
20171113
Mms
Description
.. Me ... -
I 40- & BUFFER PERMITTING I
Comments:
Please call with any questions or if you need any additional information.
Thanks!
1501 Lakestone Village Lane, Suite 205
Fuquay-Varina, North Carolina 27526
919-669-0329

4
Mitchell Environmental, P.A.
July 28, 2017
Mr. James Lastinger Ms. Karen Higgins
US Army Corps of Engineers NC Dept. of Environmental Quality
Raleigh Regulatory Field Office 401 & Buffer Permitting Unit 3331
Heritage Trade Drive, Suite 105 512 N. Salisbury Street
Wake Forest, North Carolina 27587 Raleigh, North Carolina 27604
RE: Meineke Car Care Center NWP 39 Pre -Construction Notification Application
604 North Main Street, Holly Springs, Wake County, North Carolina
Dear Mr. Lastinger and Ms. Higgins:
On behalf of Finan Properties, Inc., we are requesting a preliminary jurisdictional
determination and authorization from the USACE to use NWP 39 for 0.0157 acres of
permanent non -isolated, jurisdictional wetland impacts for fill/grading and infrastructure
construction for the proposed commercial development, Meineke Car Care Center of
Holly Springs. We are also requesting a 401 WQC from the NC Department of
Environmental Quality for the above referenced impacts.
Meineke Car Care Center is a 1.34 acre proposed commercial development and
associated infrastructure (e.g., commercial infrastructure and utilities). The project is
located at 604 North Main Street, Holly Springs, Wake County (Latitude: 35.6622oN
Longitude: -78.8353-W). The project is in the Middle Creek Watershed in the Neuse
River Basin. The Water Quality Classification for Middle Creek is C; NSW. James
Lastinger, USACE, visited the site with S&EC environmental staff November of 2016 to
confirm the delineation. The delineated jurisdictional areas included a forested wetland.
The proposed project impacts consist of 0.0157 acres of permanent non -isolated
wetland impact. The impacts are required for fill/grading and infrastructure construction.
Mitigation is not anticipated for the permanent non -isolated wetland impacts.
Please refer to attached PCN, supporting materials and plans for details describing the
proposed impacts. If you have any questions, please do not hesitate to call me (252-
933-5764; Tustin(a�mitchellenvironmental.com) or Scott Mitchell at (919-669-0329 or
scott(c�mitchellenvironmental.com.)
Respectfully Submitted,
Justin Milstein, LSS
Soil & Environmental Scientist
1501 Lakestone Village Lane, Suite 205
Fuquay-Varina, North Carolina 27526
919-669-0329

O�O� W A T �RpG
I 1 aro
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 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 ❑X No
For the record only for Corps Permit:
❑ Yes ❑X 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 ❑X No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2. Project Information
2a. Name of project:
Meineke Car Care Center - Holly Springs
2b. County:
Wake
2c. Nearest municipality / town:
Holly Springs
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Finan Properties, Inc.
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
016862; 01733-01734
Darrick Finan
iz n W ER
K I - 7
Din
-
3d. Street address:
5645 Wade Park Blvd.
"�-
3e. City, state, zip:
Raleigh, NC 27607
3f. Telephone no.:
919-412-2604
401 &BUFFER PERMITTING
3g. Fax no.:
3h. Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent Q Other, specify: Developer
4b. Name:
Darrick Finan
4c. Business name
(if applicable):
DBA Darfin, LLC
4d. Street address:
5645 Wade Park Blvd.
4e. City, state, zip:
Raleigh, NC, 27607
4f. Telephone no.:
919-412-2604
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Justin Milstein, LSS
5b. Business name
(if applicable):
Mitchell Environmental, P.A.
5c. Street address:
1501 Lakestone Village Lane, Suite 205
5d. City, state, zip:
Fuquay-Varina, NC, 27526
5e. Telephone no.:
252-933-5764
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 0649869000
1 b. Site coordinates (in decimal degrees):
Latitude: 35.6622 Longitude: -78.8353
1 c. Property size:
1.34 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Middle Creek
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin:
Neuse
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:
Existing conditions on the site is mostly forest cover. The land use in the near vicinity is commercial and residential.
3b. List the total estimated acreage of all existing wetlands on the property: 0.131
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct the proposed commercial building and associated infrastructure.
3e. Describe the overall project in detail, including the type of equipment to be used:
Equipment typical for commercial building and grading will be used to construct the proposed project such as track hoes, bulldozers, and dump trucks.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
0 Yes ❑ No ❑ Unknown
Comments: James Lastinger (USAGE)
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
0 Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: S&EC
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
James Lastinger (USACE) met onsite and confirmed wetland delineation with S&EC (11/17/2016).
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes 0 No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes 0 No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑ Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
VV1 P
Fill (Grading)
Headwater Wetland
Yes
Corps
0.0156
W2 P
Fill (Grading)
Headwater Wetland
Yes
Corps
0.000025
VV3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
0.0157
2h. Comments:
W1 - 681.52 sf
W2 - 1.08 sf
3. Stream Impacts
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
-
-
32 -
Choose one
-
S3 -
Choose one
-
S4 -
Choose one
-
-
S5 -
Choose one
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indiv" ually 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 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
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. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
61 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
135 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Wetland impact avoidance was impractical due to the location/size of the jurisdictional feature on the property, impact necessary to provide necessary
space for building and associated infrastructure.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All disturbed areas will be bound by silt fence and tree protection fence before construction begins.
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 ❑X 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
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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
buffer mitigation?
❑ Yes ❑ No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(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).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
The project has one (1) bioretention stormwater BMP to handle storage and treatment of storm water for
Yes ❑ No
the proposed facility.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
30.7%
2b. Does this project require a Stormwater Management Plan?
❑x 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:
The project has one (1) bioretention stormwater BMP to handle storage and treatment of storm water for the proposed facility.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Town of Holly Springs
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Town of Holly Springs
❑ Phase II
❑x 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
El Yes ❑X 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):
E] Session Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
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 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
❑X No
use of public (federal/state) land?
1 b. 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
El Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. 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
X❑ No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑Yes
X❑ 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
❑X 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.
This application includes the full extent of the proposed project; therefore, future impacts are not anticipated.
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.
Wastewater generated from the project will be collected, treated and discharged by the Town of Holly Springs wastewater treatment system.
Page 9 of 10
PCN Form — Version 1.4 January 2009

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?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The Northern long-eared bat was listed as Threatened in Wake County on 4/2/15. This project involves the removal of trees (see site plan for details).
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?
Essential Fish Habitat (EFH) Mapper www.habitat.noaa.gov/protection/efh/ehfmapper
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?
NC State Historic Preservation Mapper
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?
Wake County WAPS FEMA Flood Layer
Justin M. Milstein
07/28/2017
Applicant/Agent's Printed Name
ZZ Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Mitchell Environmental, P.A.
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
To Whom It May Concern:
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
NCDENR – Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
I, the undersigned, current property owner designate and authorize representatives of Mitchell Environmental,
P.A., to act on my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental intarmation in support of applications, etc., from this day forward.
This the 2 — day of TVAIA 20_4.�:Z.
(number) (Month) (Year)
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property
herein described for the purpose of conducting on-site investigations and issuing a determination associated
with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section
10 of the Rivers and Harbors Act of 1899.
This notification supersedes any previous correspondence concerning the agent for this project.
Project Name
Meineke Car Care Center
Location: 640 N. Main Street
Property Owner's Name (Print): Finan Proper 'es, Inc. (Darrick Finan)
Property Owner's Signature:
Property Owner's Mailing Address: 5645 Wade Park Blvd.
Raleigh, NC 27607
Property Owner's Telephone: [phone] Fax No.
Property Owner's Email Address: Darfin1111 Cogmail.com
1501 Lakestone Village Lane, Suite 205
Fuquay-Varina, North Carolina 27526
919-669-0329

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Meineke - Holly Springs
PIN: 0649869000
Heat Area: 0
PIN Ext: 000
Site Address: 640 N MAIN ST
Real Estate ID: 0214192
City: HOLLY SPRINGS
Map Name: 0649 02
Township: Holly Springs
Owner: FINAN PROPERTIES INC
Year Built: 0
Mail Address 1: 5645 WADE PARK BLVD
Sale Price: $0
Mail Address 2: RALEIGH NC 27607-6023
Sale Date:
Mail Address 3:
Use Type:
Deed Book: 016862
Design Style:
Deed Page: 01733
Land Class: Vacant
Deed Date: 07/31/2017
Old Parcel Number: 128 --
Deed Acres: 1.34
Building Value: $0
Land Value: $351,971
Total Value: $351,971
Billing Class: Business
Description: L0161 WINDWARD POINTE SUB
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Waps makes every effort to produce and publish
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FOR : DBA DARAN, LLC REVISION NO.
5645 WADE PARK BLVD.
RALEIGH, NC 27607 Original Submittal
Revision 1
1501 LAKESTONE VILLAGE LANE DATE : July 28, 207
SUITE 205 ENGINEER AND SOIL SCIENnsT CONTACT:
FUQUAY VARINA, NC 27526 SCOTT MITCHELL, PE, LSS
www.MitchellEnvironmental.com I NEWCOMB Land Surveyors, LLC
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MEINEKE CAR CARE CENTER
SPECIAL EXCEPTION USE
640 N. MAIN STREET
HOLLY SPRINGS, NC 27526
WAKE COUNTY, NORTH CAROLINA
VICINITY MAP
1 " = 500'
DEVELOPER
DBA DARFIN, LLC
DARRICK FINAN
5645 WADE PARK BLVD.
RALEIGH, NC 27607
[phone]
DARIN 1111 @GMAIL.COM
CIVIL ENGINEER
CAROLINA LAND DEVELOPMENT GROUP INC.
SPENCER B. TERRY III, P.E.
1000 NORTONBRIDGE RD.
RALEIGH, NC 27603
[phone]
[e-mail]
ARCHITECT
DESIGN DEVELOPMENT ARCHITECTS
TOM (T.J.) MULDER
800 SALEM WOODS DRIVE, SUITE 102
RALEIGH, NC 27615
[phone]
[e-mail]
SURVEYOR
NEWCOMB LAND SURVEYORS, LLC
TIM NEWCOMB
246 MILLBROOK ROAD
RALEIGH, NC 27609
[phone]
[e-mail]
i9GT6IJ��i�EYalul�►d���
1. DEVELOPMENT NAME: MEINEKE CAR CARE CENTER
2. STREET ADDRESS:
MAINSTREET
C 0.0
HOLLY SPRINGS, NORTH CAROLINA 27540
3. INSIDE COUNTY LIMITS:
YES
4. PIN:
0649869000
S. REAL ESTATE ID Y:
0214192
6. TOTAL SITE AREA
1.34 ACRES
T. NUMBER OF LOTS.
1
8. ZONING DISTRICT:
LB (LOCAL BUSINESS)
9. WATER DISTRICT:
NEUSE
GENERALNOTES
1. PLAN IS SUBJECT TO REVISIONS WRING CONSTRUCTION DRAWING APPROVAL PROCESS
2. PROPOSED SEWER FLOW • 500 GPO BASED UPON 15A NCAC 18A1949 SEWAGE FLOW RATES FOR
DESIGN UNITS, TABLE NO SERVICE STATIONS • 250 GAIAYATER CLOSET OR URINAL FACIUR WILL
HAVE 2 WATER CLOSETS -Y250 GALIDAY = 500 GPD.
3. BENCHMARK LOCATED AS CONTROL CORNER AT SOUTHEAST CORNER OF PROPERTY.
4. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS.
S.
CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ON THIS PROJECT MAY
BEGIN. DEVELOPMENT FEES ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL
�� pEVEIOPYEN/
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COIWENIS
13 17:
PER TONS 2N0 REVIEW
COMIENIS
03 13 2017:
PER TOMS 311D REVEM
OOYIENIS
DATE: MN 14, 2016
MSUM FOIL ReMW
SPECIAL EXCEPTION
USE #16-SEU-09
COVER
SHEET
C 0.0
OM.1 �N R Oa®M LRT
NOT FOR CONSTRUCTION
ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL- spencer. terryOcarolinalanddevelopment.com Phone: [phone] IIII CAROLINA LAND DEVELOPMENT
SHEETINDEX
C 0.0
COVER
C 1.0
EXISTING CONDITIONS
C 2.0
SITE PLAN
C 3.0
GRADING AND DRAINAGE PLAN
C 4.0
LANDSCAPE PLAN
C 5.0
UTILITY PLAN
A 2.1
BUILDING ELEVATIONS
GENERALNOTES
1. PLAN IS SUBJECT TO REVISIONS WRING CONSTRUCTION DRAWING APPROVAL PROCESS
2. PROPOSED SEWER FLOW • 500 GPO BASED UPON 15A NCAC 18A1949 SEWAGE FLOW RATES FOR
DESIGN UNITS, TABLE NO SERVICE STATIONS • 250 GAIAYATER CLOSET OR URINAL FACIUR WILL
HAVE 2 WATER CLOSETS -Y250 GALIDAY = 500 GPD.
3. BENCHMARK LOCATED AS CONTROL CORNER AT SOUTHEAST CORNER OF PROPERTY.
4. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS.
S.
CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ON THIS PROJECT MAY
BEGIN. DEVELOPMENT FEES ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL
�� pEVEIOPYEN/
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COIWENIS
13 17:
PER TONS 2N0 REVIEW
COMIENIS
03 13 2017:
PER TOMS 311D REVEM
OOYIENIS
DATE: MN 14, 2016
MSUM FOIL ReMW
SPECIAL EXCEPTION
USE #16-SEU-09
COVER
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NOT FOR CONSTRUCTION
ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL- spencer. terryOcarolinalanddevelopment.com Phone: [phone] IIII CAROLINA LAND DEVELOPMENT

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REVISED PER TONS 2ND REVIEW
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03/13/2017:
REVISED PER TORS 3RD REVIEW
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02/13/2017:
REVISED PER TONS 2ND REVIEW
COMMENTS
03/13/2017:
REVISED PER TORS 3RD REVIEW
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GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY
SPRINGS STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY EXISTING DISCREPANCIES PRIOR TO COMMENCING ANY RELATED
CONSTRUCTION.
4. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE
CONTRACTOR SHALL NOTIFY'NORTH CAROLINA ONE CALL- (811) OR
(1.800-632-4949) TO HAVE EXISTING UTILITIES LOCATED.
5. ALL DISTURBED CURB 8 GUTTER AND ASPHALT SHALL BE REPLACED PER TOWN
OF HOLLY SPRINGS STANDARDS AND SPECIFICATIONS.
6. ALL DRIVEWAY DESIGN AND CONSTRUCTION MUST COMPLY WITH THE TOWN
OF HOLLY SPRINGS AND THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION. DRIVEWAYS SWILL BE PERMITTED SEPARATELY.
7. LANDSCAPED BUFFERS AND VEGETATION WILL BE MAINTAINED BY THE OWNER.
SITE INFORMATION
ZONING DISTRICT
LB (LOCAL BUSINESS)
PROPERTYINFORMATpN
SITE ACREAGE: 1,34 ACRES
PIN NO: 0649869000
DEED BOOK/PAGE: 153MO1884
EXISTNG USE
VACANT
NUMBER OF LOTS: 1
PROPOSED USE
AUTOMOTIVE SALES AND SERVICE - MINOR REPAIR
NUMBER OF LOTS:1
BUILDING HEIGHT
MAX BUILDING HEIGHT: 45 FT.
MINIMUM LOT WIDTH
MINIMUM LOT WIDTH REQUIRED: NONE
MAXIMUM PROJECT GROSS DENSITY
8 DWELLING UNITS PER ACRE
SETBACKS LB
FROMSTREET (HIGHWAY): 30 FT (MIN)
FROM SIDE LOT LINE. 10 FT (MIN)
FROM REAR LOT LINE. 25 FT (MIN)
BUFFERYARD LB
FROM THOROUGHFARE: 30 FT (MIN)
FROM REAR LOT LINE: 25 FT (MIN)'
'(EXISTING 50' LANDSCAPE BUFFER PREVIOUSLY RECORDED
ON PROPERTY)
PARKING REQUIREMENTS
2 PARKING SPACES PER SERVICE BAY:6 BAYS = 12 SPACES
3 CUSTOMER PARKING SPACES
NO BICYCLE RACKS REQUIRED
TOTAL = 15 SPACES (1 ADA SPACE)
SITE LEGEND
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE TOWN OF HOLLY SPRINGS STANDARDS. SCALE 1•=30'
SPECIFICATIONS, AND DETAILS.
0 30' 60'
ADDRESS: 1000 NORTONEIRIDGE ROAD, RALEIGH, NC 27603 EMAIL: [e-mail] Phone: [phone]
V, OAYLP,c'�
o a.
i LICENSE
C-2747
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COMMENTS
02/13/2017:
REVISED PER TOHS 2ND REVIEW
COMMENTS
03/13/2017:
RENSED PER TOHS 3RD REVIEW
COMMENTS
DATE: NOV 14, 2016
ISSUED FOR: RENEW
SPECIAL EXCEPTION
USE #16-SEU-09
SITE
LAYOUT
C 2.0
CNE
NOT FOR CONSTRUCTION
CAROLINA LAND DEVELOPMENT
SIGNAGE
LIONT POIE/SITE LIGHINO
ti
POWER POLE
y
TRAFHCDIRECTIO—,NIR0.
®
ACCEWIBLE RAMPS
— — —
PROPERTY LINE
— — —
RIOHT-0F.WAY LINE
EASEMENT LINE
-------
CENTERLINE
—X—[—%—[—
FENCE
_
HEAVY --ASPHALT
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE TOWN OF HOLLY SPRINGS STANDARDS. SCALE 1•=30'
SPECIFICATIONS, AND DETAILS.
0 30' 60'
ADDRESS: 1000 NORTONEIRIDGE ROAD, RALEIGH, NC 27603 EMAIL: [e-mail] Phone: [phone]
V, OAYLP,c'�
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i LICENSE
C-2747
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REVISED PER TOMS 1ST RENEW
COMMENTS
02/13/2017:
REVISED PER TOHS 2ND REVIEW
COMMENTS
03/13/2017:
RENSED PER TOHS 3RD REVIEW
COMMENTS
DATE: NOV 14, 2016
ISSUED FOR: RENEW
SPECIAL EXCEPTION
USE #16-SEU-09
SITE
LAYOUT
C 2.0
CNE
NOT FOR CONSTRUCTION
CAROLINA LAND DEVELOPMENT

1.
i
0
pETELOIyEMr
GRADING AND STORM DRAINAGE NOTES a"0 ,,"11„•
o s+ Qag
1. CONTRACTOR SHALL CALL'NORTH CAROLINA ONE CALL' (1.800632-4949) ATZ5 - ” LICENSE R
LEAST 48 HOURS PRIOR TO DIGGING TO HAVE EXISTING UTILITIES LOCATED. C-2747
REPORT ANY DISCREPANCIES TO THE ENGINEER.
2. CONTRACTOR TO COORDINATE ACTIVITIES WITH lTI7LITV COMPANIES
INVOLVED IN ANY RELATED RELOCATION (I.E. POWER POLES. TELEPHONE F1GH .
PEDESTALS, WATER METERS, ETC.).
��1NN 1CAUII]z.
3. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST
I II i AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES '!O
BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED 3 SEAL
j TO THE ENGINEER IMMEDIATELY. AObl
1 I I I I I 4. ALL PROPOSED INLETS. CATCH BASINS. AND DROP INLETS SHALL BE ••?
•I I i PROTECTED BY EROSION CONTROL MEASURES AS SHOWN AND SPECIFIED T7 R lj j11111Y��
I ON A DURHAM COUNTY SOIL AND SEDIMENT CONTROL DEPARTMENT /
I i APPROVED EROSION CONTROL PLAN. I MARCH 13, 2017
I
\ � 5. A P.E. OR AN R.L.S. SEAL IS REQUIRED ON ALL AS -BUILT IMPERVIOUS 3
SU ES. o
1 d pp1 torz 6. THE CURB INLETS AND YARD INLETS SHALL BE CONSTRUCTED IN THE
HOLL YSP86NG9AA, LLC I LOCATIONS SHOWN UNLESS OTHERWISE DIRECTED BY THE ENGINEER THE ^'
I %]! OB: 11705, PG: 634 CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN
BM 2001, PG. 386 I THE CATCH BASIN ELEVATIONS OR THE PROPOSED PIPE SLOPES TO THE
f 1 P/N' 0649$-9149 ENGINEER. THE CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY a a/
CONFLICTS BETWEEN ANY UTILITY, STORM DRAIN LINE. WATER LINE, SEWER LINE OR ANY OTHER PROPOSED OR EXISTING STRUCTURE TO THE
ENGINEER. Q H 3
PRECAST RISER OUTLET STRUCTURE 7. PRIMARY MEANS OF EROSION CONTROL FOR THIS SITE SHALL BE THE a
I I I'l STORMWATER ACCESS SHAPE = SQUARE I UTILIZATION OF THE BMP. (STORMWATER PONDS). SEDIMENT AND EROSION 0 M W INTERNAL DIMENSIONS = 4 FT. x 4 FT. CONTROL PLANS WALL BE SUBMITTED TO DURHAM COUNTY FOR APPROVAL i
I 1 I I : SSD=TTENANCE TOP OF RISER =390.33 I AND TO OBTAIN A GRADING PERMIT PRIOR TO BEGINNING CONSTRUCTION. 0 O 1'
I I Ii II iE�
INV 'OUT =388.00(IS-RCP) a
31 LT 18" RCP 1 �I I 8. A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
LAND-DISTURBINGU g'
I COMMENCEMENT OF ANY LAND -DISTURBING ACTIVITIES.
(m-0%1 - 30 LF OF 15' (O-RING)
a I RCP ®7.0% 9. TREE PROTECTION IS REQUIRED BY THE CITY/COUNTY PLANNING w
(WRAP JOINTS IN DEPARTMENT. TREE PROTECTION CERTIFICATION MUST BE SUBMITTED TO A
10' SIDEYARD ( I GEOTEXTILE FABRIC) THE DURHAM COUNTY EROSION CONTROL DIVISION, AND TREE PROTECTION
1 I 1 f BL_D_ G SETBACK 167 LF 18' RCP I I FES I INSPECTION COMPLETED PRIOR TO LAND DISTURBANCE PERMIT ISSUANCE.
I 10%
1 MN= 390.60 � 10. IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THAT
1 ; _DISTURBED AREA UD
MUST BE INCLUDED IN THE LAND DISTURBANCE PLAN AND
'Za
„ o I VELOCITY DISSIPATOR PERMIT UNLESS ALREADY PERMITTED.
CDOT CLASS I RIPRAP
11. AN IMPROVEMENT SECURITY WALL BE REQUIRED PRIOR TO
fn I MHAGI _ l LAND -DISTURBING PERMIT ISSUANCE. y
100 �. 9 n _ _ _ / �/ \ UF
Z I II Q 116x 3 \\ STORMWATER NOTES U S F
QI L' A, 1 i V
(� 1 � 1. AN AS -BUILT CERTIFICATION SHALL BE PROVIDED BY THE DESIGN ENGINEER
i 1
3% - - 1 � FOR THE CONSTRUCTION OF THE STORMWATER BMP(S) REQUIRED FOR THIS
R
BIORETEN7TON SITE AND SHALL BE APPROVED BY THE CITY OF DURHAM PRIOR THE
II Q �
, ` � � I i , ------------- - _, � ISSUANCE OF A CERTIFICATE OF OCCUPANCY. U
2. NO FILL MATERIAL IS TO BE BROUGHT INTO THE NRBI BUFFERS.
" J 369
LQL—IM 3. NO STRUCTURES ARE ALLOWED WITHIN ANY OF THE BUFFER AREAS.
v J Q Q GEORGE K., JR 6
MAR7Y T. ZUGG HOLLY 1i 05 DE\YLOFMERr PLAN x:
DB: 13276, PG: 1076 '
'V BM 1995 PG- 1455
2 >oa PIN' 0 649-9 6- 1020
\ ZONED R -f0
01/23/2017:
GRADING LEGEND REVISED PER TORS 1ST REMEW
\ \ I COMMENDS
STORM DRAINAGE 02/13/2017:
3.: Jgs—TP—rp—Tr— TREE PROTECTION
REVISED PER TOHS 2ND REVIEW
V I I I 1_ LIMITS OF DISTURBANCE 03/13/2017:
'$ REVISED PER TOHS 3RD REVIEW
MEINEKE CAR CARE CENTER I IL _—��-'t----26 BUFFERYARD I.J�`���`-/ WOODED AREA COMMENTS
I I 1 4,175 SO: FT. 250 PROPOSED MAJOR CONTOUR
FFE = 395.59 I ' t0T r56 Y'z PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
Vf 16 3.. MA7750N
DO: — . — . —
DB.� 11663 PGT 1385 EXISTING MINOR CONTOUR
us (- BM 1995, PG. 1455 EASEMENT LINE
P/N: 064995.1911 Cw FLARED END SECTION
ZOM1'EO R-10
CATCH BASIN
I I! 1 I 396 DROP INLET
JUNCTION BOX
Q
EEYyAqRs.60 SPOT ELEVATION
B
2W.50 TOP 8 BOTTOM
CURB ELEVATIONS
TEMPORARY CONSTRUCTION '
EASEMENT REQUIRED TO TIE TO TW -223.W TOP OF WALL ELEVATION
I — EXISTING PARKING LOT ' —BOTTOM OF WALL ELEVATION
LOrGROUND ELEVATION NOT
RANOAL G 6 EN(NOTE: BOTTOM OF WALL IS
301 THOROUGHFARE _.I I � SUSAN i14S10ALS WALL FOUNDATION)
BUFFER BLDG SETBACK —CT aw 066833, PG:31 1
O'REILLYAUT'OMOPVE, INC. ' BM 1995, PG: 455 DATE: NOV 14, 2016 08 13656, PG: 617 I PIN: 0649,95-1 33 ISSUED FOR: RENEW
Y BM 1994, PG: 468 ZONED R -f0
PIN: 0649115-8707
I I ALL CONSTRUCTION SHALL BE IN ACCORDANCE
I L I zoREOIe jl WITH THE TOWN OF MOLLY SPRINGS STANDARDS. SPECIAL EXCEPTION
AND DETAILS.
1 ,r USE#16SEU-09
GRADING AND
DRAINAGE
LIMTS OF DISTURBANCE = 1.25 AC. PLAN
SCALE 1'=30 C 3.0
0 3a sa
NOT FOR CONSTRUCTION
ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: spencer. terry®carolinalanddevelopment.cam Phone: [phone]
CAROLINA LAND DEVELOPMENT

I.
Is
D
1
)
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(5) LARGE (2,T Cf
D IDUOUS STREET
)
I
I I
480' SIGHT DISTANCE TRIANGLE
(DESIGN SPEED = 50 MPH)
291 SF OF DEDICATED OPEN SPACE
(PICNIC TABLE AND TRASH
RECEPTACLE TO BE PLACED FOR
EMPLOYEE AND PATRONS USE)
480' SIGHT DISTANCE TRIANGLE
(DESIGN SPEED = 50 MPH)
I
i �
58 -PINE
Planting Schedule
38 -PINE
2.10 -PM
None TYR,
cod. Non. Ih vty co...Pn Noor
sae fk Nene
NantVp Su
eann.nt.
L Mdduous be.
LIE
5
CHnr.e Iacrb.rH .In
Unix Pe wsus2.5"
callow nin
BMD
Lara acldu-�e be.
RDI
4
super -.1.
Acer __2.5"
carper nln
AD
La,V. werP.en tree
CRY
4
j__ Cryptan.rk
EryPtanerla Japorice
8 it. MWI. M.
DLD
4
25WLLL DECIDDUSG SHIGH -10
05,10-M Mw
MALL(6'HIGH)
RGREENTREE 5y� (5) SMALL (1.5- CALIPER) 0B1F12
DECIDUOUSTREES INPLANTER I
IPmt
nRLro �I
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SWI tr, T tree
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4
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4
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2
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Lepwstra.Me x TNkMz VNtr'
6 it ri4 ht/IS' cal
nultkten MD
Scall bcldeue tree
SSD
5
Ser .be
AMoridirr . V ­ AP ee 'Autum MU.n<e'.
6 it ri• ht/1.5' col
Mtkkn --
,. P/MOAW
ZC7A®R10.0
♦ _ ♦ ♦ ♦ � ♦
♦ ♦
,� „
EXISTING SOB. OU AT W HEIGHT
i ♦ ♦
_ ♦
MULCH T-
N - -
(
(.
I ALONO REAR OFP PERTY LINE WITH
DENSE WOODS: PINVARYING FROM
DIA. IN ST7E. S$OMME HARDWODS
SAW
VM
l2
Vex Myrtle
MyrNa err(iern
6-7 it ht nh
BLD
SN'uS
LDi
23
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bun un 'Rede wN
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TI'ound cover
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15-18' .W3 gPA
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(5) LARGE (2,T Cf
D IDUOUS STREET
)
I
I I
480' SIGHT DISTANCE TRIANGLE
(DESIGN SPEED = 50 MPH)
291 SF OF DEDICATED OPEN SPACE
(PICNIC TABLE AND TRASH
RECEPTACLE TO BE PLACED FOR
EMPLOYEE AND PATRONS USE)
480' SIGHT DISTANCE TRIANGLE
(DESIGN SPEED = 50 MPH)
I
i �
58 -PINE
.. A-REA4
38 -PINE
2.10 -PM
33"BLACKCHERRY
I \
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PW
AREA 5 \
II
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F1) SMALL 1.5" ALIPER) I
DECIDUOUS TREES S I
C�� ��{{��((,,
'
STORMWATER
(4)
(4)SHRUBS
I (4E $HRU&SS
(NORTHI:
_-___
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AREA,
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CMM1
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rBLDG SETBACK
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MEINE
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Clayton Narr�on, Landscape Architect
312 South Fot.rth St., Smithfield, NC 27577
Tile: 919-464-9329
I
I
I
I
i
GENERAL NOTES
1. ALL LANDSCAPING SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF THE
USE ON THE REAL ESTATE OR THE ISSUANCE OF A CERTIFICATE OF UDO
COMPLIANCE.
2, THE OWNER SHALL BE RESPONSIBLE FOR:
A. THE MAINTENANCE OF ALL REQUIRED LANDSCAPING BY KEEPING LAWNS
MOWED, ALL PLANTS MAINTAINED AS DISEASE-FREE. ALL PLANTING BEDS
GROOMED AND KEPT WEED FREE (EXCEPT IN AREAS OF PRESERVED
EXISTING NATURAL VEGETATION (I.E. THICKETS), AND KEPT FREE FROM
TRASH, DEBRIS AND OTHER OJECTIONABLE MATERIALS,
B. THE REPLACEMENT OF ANY REQUIRED PLANTING. WHICH IS REMOVED OR
DIES AFTER THE DATE OF THE PLANTING. SUCH REPLACEMENT SHALL
OCCUR DURING THE NEXT PLANTING SEASON: AND,
C. THE REPLACEMENT OF ANY TREE IN A TREE SAVE AREA WHICH IS
REMOVED OR DIES AFTER THE DATE OF APPROVAL OF A PRESERVATION
LANDSCAPE PLAN. SUCH REPLACEMENT SHALL OCCUR WRING THE NEXT
PLANTING SEASON.
3. FAILURE TO MAINTAIN REQUIRED LANDSCAPE AREAS SHALL CONSTITUTE A
VIOLATION OF THIS UDO ENFORCEABLE UNDER THE PROVISIONS.
I LOBLOLLY PINE/YOUNG HARDWOOD MUX
S 2' PSNE
PINE
\
58 -PINE
.. A-REA4
38 -PINE
2.10 -PM
33"BLACKCHERRY
PERIMETER YARD LANDSCAPE TABLE
NDREMENT
IANOBCApE MATERIAL
P,, OF
.. A-REA4
%OF
AREA
(100 FT) (88) pA {
I \
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PW
AREA 5 \
II
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F1) SMALL 1.5" ALIPER) I
DECIDUOUS TREES S I
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STORMWATER
(4)
(4)SHRUBS
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(NORTHI:
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ACCESS EASEMENT
TOTAL PIIV = 25
2s CAUPER
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I
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Lk
AREA,
GEORGEK• ff A
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I
20
A94RTY T. ZUGG
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PROVIDED:
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4
25WLLL DECIDDUSG SHIGH -10
05,10-M Mw
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RGREENTREE 5y� (5) SMALL (1.5- CALIPER) 0B1F12
DECIDUOUSTREES INPLANTER I
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( MIN)
122 WAX R� TLES I
(
TYPE A-20
AREA2
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16
SETBACK,
4,175 SQ. FT. EVERGREEN EE
QKIFFERYARD)I A 8
FFE = 396.50'
- I VALOfBE G. M4T730N1
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AREAS 0B: 1165'L PG: 1385
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1 1
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RANON. G, 8
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SAI 1994, PG: 466 I
1B
1 DAB., aw,, POG. 31
- PIN 0649A5-9707
'
SM 1995, PG: 455
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PIN 0849-95-1833
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ZOMEDR-10
PERIMETER YARD LANDSCAPE TABLE
NDREMENT
IANOBCApE MATERIAL
P,, OF
TOTAL PUV
%OF
PW
111 FT a 20 PTS PER 1-1
221
PW PROVIDED'.
MATERIAL
PROVIDED
PW
REQUIRED
13 N' SHRUBS=6S
TOT. PW -225
2lARGE EVERGREEN G
16
(NORTHI:
80
TOTAL PIIV = 25
2s CAUPER
REQUIRED AREA
47.3T,Z• .&5SO.FT.
PROVIDED AREA
100 SQ. FT.
AREA,
IM PMTS EA)
PW PROVIDED:
20
(EAST):
TYMA-20
PROVIDED:
.-ALL 24•SHRUBS
4
25WLLL DECIDDUSG SHIGH -10
70
MA POINTS EAI
2 LARGE EVERGREEN G
TYPE A-20
AREA2
LS•CALIPER
16
16
100
(REDUCED
IS PONT9 EAI
TO i6)
2 LARGE DECDUOUS G
16
60
AREAS
25' CALIPER
Is POINTS EA)
ZO
—EA -20
6 sMAu z4• sHRues
4
z9
(OS POe1T8 EAI
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A
25' CALIPER
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AREA4
(6 P—Ts EA)
1B
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49MAU_24'SHRUBS
2
t2
TO 16)
(OS POINTS EA)
5 URGE DECIDUOUS G
W
BD
LS CALIPER
ER_
Ifi POINTS EAI
SO
TYPEA-50
1. MEDIUM 36' SHRUBS
10
i0
0 POINTS EAI
EXISTING:
(sIr PINE l2 PTsl
f0
REAR
AREAS
(414•PHENPT5)
(518• PINE (e PTS)
16
M
]5
(3) 6' PRE IS PTS)
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IS
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(3) Y BLCHERRY(B Pig)
INSTALLED:
2s
TO BB)
MRYRTlES
(TS)
8p
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6 PEE)
EXISTINGNEAR '.
30EVERGREEN9
AREA It(AVG
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]6
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IREDUOED
TO 66)
VG4•CAUMR)
80
25
IA
FOUNDATION LANDSCAPING AREA:
NORTH AND SOUTH EIEVATKNS:
REQUIRED AREA
111'e T=22250. FT.
PROVIDED AREA:
259 M R.
PUV REWIRED:
111 FT a 20 PTS PER 1-1
221
PW PROVIDED'.
(SOUTH):
4 SMALL DECIDUOUS G,JP CAPER • 16
13 N' SHRUBS=6S
TOT. PW -225
RW PRONGED'.
(NORTHI:
SSMALL DE IF CALDER -25
PLANTER TER BOXE
(INA9)
9)
TOTAL PIIV = 25
EAST AND WEST ELEVATIONS:
REQUIRED AREA
47.3T,Z• .&5SO.FT.
PROVIDED AREA
100 SQ. FT.
PUV REWIRED:
47.33. 29 PTS PER 109.9.4]
PW PROVIDED:
(EAST):
2 SMALL EVERGREEN G 6 HIGH • 10
PROVIDED:
(W
(WESTk
25WLLL DECIDDUSG SHIGH -10
INTERIOR PARKING AND SCREENING:
TOTAL PARKNG SPACES • 15
R MDR LANDSCAPE 15LMD9 REQUIRED • 211610 =1.6)
NTERKM lANDSCME ISLANDS PROVIDED - 2
NEQUIRED WREENING:
-1 LNIGF/SMWL DECIDUOUS M 1 LARGE EVERGREEN PLUS 4
SHRUB.S9,EDGE PLANTS PER LANDSCAPE! ISLAND
COMPACT ROW OF SHRUSSNEDGE PLANTS LOCATED BETWEEN REM
BLAS ERVARD
APROVIDED BDREENNG:
¢) SMML (1S CMDER) DECDUW9 TREES
OWOUB9
4TONOF SHRUBS BETV/EEN PARItRD AREAAND REAR BUFfERYARO.
SCALE 1-=30'
0 3a fia
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE TOWN OF HOLLY SPRINGS STANDARDS.
SPECIFICATIONS AND DETAILS.
LANDSCAPE LEGEND
♦
_.RUB
SMALL DECIEMAUS TREE
LARGE OECDUDUS TREE
Val EVE OP
/
a LICENSE
C-2743
�OFIGH. H
M I11111II VIII//i
. O�paEBBYC'ti'S7/:
SEAL is
_ 5b1
rl/IUl IBIIMII
MARCH 13, 2017
U
zAz��
aH91n
zzx>&
O O
�W4 �
d
A
111 HOLLY SPRNGS DEITLOPMENT PIAN 6:
01/23/2017.
REVISED PER TORS 15T REVIEW
COMMENTS
02/13/2017:
REVISED PER TOHS 2ND REVIEW
COMMENTS
03/13/2017:
REVISED PER TORS 3RO REVIEW
COMMENTS
DATE: NOV 14, 2018
ISSUED FOR: REVIEW
SPECIAL EXCEPTION
USE #IMEU-09
LANDSCAPE
PLAN
C 4.0
NOT FOR CONSTRUCTION
ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: spencer. terryOcorolinalanddevelopment.cam Phone: [phone]
CAROLINA LAND DEVELOPMENT

1.
APPROXIMATE LOCATION OF
EXISTING WATERLINE
II I)
II II I I I I
II II � I I I
II aN«11SP`�BAA.LLC I I r-----
II i' LIB: 11705, PG: 634 I I
SM2002, PG: 388 I
I i PIN 0649-86-9149 I I
RIMSShI1
3h 70 II ZONED�B t">_;ei�
INVIN79.1D/
INV OL/JI F1- 790 I I --� SS41ll /
LI :1 ,� _ I I RINI 3e 0r
�y /
/ INV IN (S): 379.7'
10'SIDEVARD I I WOUT(IV(379E I
�r •- I BLDG SETBACK
RIM, 38843 - l
INV IN 379.33
ERYA /
BUFFERVARD I I, INV IN (W) 379^.9
..
INV OUT (v eo+. rl \ i
CONNECT 4- SS SERVICE LINE TO EXISTING
SS MAIN WITH STANDARD DROP PER TOWN
OF HOLLY SPRINGS STANDARDS.
DOUBLE METER BOX
3/4• DOMESTIC WATER METER
3/4" IRRIGATION METER
UTILITY NOTES �QEVEIO/yfMr
1. ALL WATER AND SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE TOWN
OF HOLLY SPRINGS WATER AND SEWER CONSTRUCTION SPECIFICATIONS. ' S
LATEST EDITION. x LICENSE
C-2743
2. WATER MAINS SHALL BE DUCTILE IRON PIPE WITH A MINIMUM OF 36' OF COVER
WATER SERVICE SHALL BE TYPE 'K' COPPER FROM THE MAIN TO THE METER
AND SCHEDULE 40 PVC FROM THE METER TO THE BUILDING. SIGH •`a
i. ALL TH 5 INCH DETER STORZ
CONNECTIONSFIREHALL�FINRE DEPARTMENT CONNETS MUST BE PROVIDED CTIONS SERVING NFPA 13R `�1M I CARp�
RESIDENTIAL SPRINKLER SYSTEMS MUST BE PROVIDED WITH SINGLE 2% INCH
O. 'pES87-• ;�y'�
DIAMETER INLETS.
It SEAL �:
4. SANITARY SEWER:
• SANITARY SERVICES SHALL BE PVC SCHEDULE 40. SANITARY SEWER MAINS - //••
SHALL BE PVC SDR 35 WITH A MIN. OF 48' COVER IN NON -TRAFFIC AREAS AND
60' COVER IN TRAFFIC AREAS.
•ALL SANITARY SEWER MAINS SHALL BE 8' UNLESS NOTED OTHERWISE. ALL PIPE MARCH 13, 2017
8' AND GREATER SHALL BE LINED WITH PROTECTO 401 COAT OR SIMILAR. p
• SANITARY SEWER SERVICES SHALL BE 4' PVC SCHEDULE 40 AT 2.0% MINIMUM U oy $
SLOPE. CLEANOUT& SPACED AT 50' MAXIMUM.
• CLEANOVTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC
BEARING CASTINGS. S
6. PIPE CONNECTIONS TO EXISTING MANHOLES SHALL BE CORE DRILLED AND A
FLEXIBLE 'RUBBER BOOT' INSTALLED TO CONNECT THE NEW PIPELINE TO THE
MANHOLE
H 3
7. VAULTS USED IN TRAFFIC AREAS SHALL BE HEAVY-DUTY TRAFFIC BEARING
VAULTS. o
S. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON
FIELD LOCATIONS AND THE BEST AVAILABLE RECORDS. IT IS THE UTILITY
CONTRACTOR'S RESPONSIBILITY TO FIELD -VERIFY ACTUAL LOCATIONS PRIOR V
TO BEGINNING CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE 5
ENGINEER. LTa
9. UTILITY AND GRAD04G CONTRACTORS SHALL CALL THE FOLLOWING UTILITY A
LOCATION SERVICES AT LEAST 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION: NORTH CAROLINA ONE CALL -[phone].
10. THE SANITARY SEWER LINES SHALL BE CONSTRUCTED OF EITHER PVC OR
DUCTILE IRON, BASED ON TOWN STANDARDS. THE PIPE SHALL BE INSTALLED IN
ACCORDANCE WITH THE CITY SPECIFICATIONS AND INSTALLATION
REQUIREMENTS FOR THE PIPE MATERIAL SELECTED,
0
11. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES INVOLVED V °�
IN ANY RELATED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS, '+
WATER METERS, ETC.). ;ET7T
xr W Viz°
12. PROTECTION EXISTING VEGETATION: THE START OF GRADING INVOLVING
THE STRIPPINGG OF TOPSOIL OR LOWERINGG A OF EXISTING GRADE AROUND A
TREE. A CLEAN. SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE 3
TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES J
ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE u
SIDE OF THE CUT FURTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN
- IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS
COMPLETE. NO STORAGE OF MATERIALS, FILL OR EQUIPMENT AND NO
TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED
AREA.
13. DUKE ENERGY HAS BEEN CONTACTED TO ASSIST WITH A LIGHTING PLAN AND HOLLY SPRINGS DEVELOPMENT PLAN 1:
LIGHT POLE LOCATIONS.
01/23/2017:
REVISED PER TORS IST REVIEW
COMMENTS
02/13/2017:
REVISED PER TOHS 2ND REVIEW
UTILITY LEGEND COMMENTS
FIRE HYDRANT ASSEMBLY 03/13/2017:
REVISED PER TORS 3RD REVIEW
■ WATER METER COMMENTS
• WATER VALVE
® SANITARY SEWER MANHOLE
• SEWER CLEAN-OUT
PATE; NOV 14, 2016
15$UEO FOR: REVIEW
SPECIAL EXCEPTION
USE #16-SEU-09
UTILITY
PLAN
ALLCONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE TOWN OF HOLLY SPRINGS STANDARDS, SCALE 1'=30' C 5.0
SPECIFICATIONS., AND DETAILS.
0 3P 60'
NOT FOR CONSTRUCTION
ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: spencer.terry0carolinalanddevelopment.com Phone: [phone] CAROLINA LAND DEVELOPMENT I
IW I I 1
�_
GEORGE K., JRAIARTY T. 2UGG
DB: 13278, PG: 1078
SM 1995. PG- 1455
_
PIN 064&96-1020
T—
�_7. __10'REAR
YARD
BLDG SETBACK
ALLEN J. 8
VALORIE G. ATA MON
DB: 11663. PG. 1365
BM 1995, PG: 1455
1
P/N: 0649.9&1911
20`$IDE -
t(rSID EYARQ
_
RD
BUFFERYALDG
BSETBACK—
i
I
OLOT
I
OTIVE. INC.
-.. .. - .,.
RANDAL G.
G: 617
SUSAN L HASKINS
is 466
08"6M, PG: 31
F9707
BM 1995, PG: 455
B
PIN 0649.95- 1833
ZCWEDR-10
UTILITY NOTES �QEVEIO/yfMr
1. ALL WATER AND SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE TOWN
OF HOLLY SPRINGS WATER AND SEWER CONSTRUCTION SPECIFICATIONS. ' S
LATEST EDITION. x LICENSE
C-2743
2. WATER MAINS SHALL BE DUCTILE IRON PIPE WITH A MINIMUM OF 36' OF COVER
WATER SERVICE SHALL BE TYPE 'K' COPPER FROM THE MAIN TO THE METER
AND SCHEDULE 40 PVC FROM THE METER TO THE BUILDING. SIGH •`a
i. ALL TH 5 INCH DETER STORZ
CONNECTIONSFIREHALL�FINRE DEPARTMENT CONNETS MUST BE PROVIDED CTIONS SERVING NFPA 13R `�1M I CARp�
RESIDENTIAL SPRINKLER SYSTEMS MUST BE PROVIDED WITH SINGLE 2% INCH
O. 'pES87-• ;�y'�
DIAMETER INLETS.
It SEAL �:
4. SANITARY SEWER:
• SANITARY SERVICES SHALL BE PVC SCHEDULE 40. SANITARY SEWER MAINS - //••
SHALL BE PVC SDR 35 WITH A MIN. OF 48' COVER IN NON -TRAFFIC AREAS AND
60' COVER IN TRAFFIC AREAS.
•ALL SANITARY SEWER MAINS SHALL BE 8' UNLESS NOTED OTHERWISE. ALL PIPE MARCH 13, 2017
8' AND GREATER SHALL BE LINED WITH PROTECTO 401 COAT OR SIMILAR. p
• SANITARY SEWER SERVICES SHALL BE 4' PVC SCHEDULE 40 AT 2.0% MINIMUM U oy $
SLOPE. CLEANOUT& SPACED AT 50' MAXIMUM.
• CLEANOVTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC
BEARING CASTINGS. S
6. PIPE CONNECTIONS TO EXISTING MANHOLES SHALL BE CORE DRILLED AND A
FLEXIBLE 'RUBBER BOOT' INSTALLED TO CONNECT THE NEW PIPELINE TO THE
MANHOLE
H 3
7. VAULTS USED IN TRAFFIC AREAS SHALL BE HEAVY-DUTY TRAFFIC BEARING
VAULTS. o
S. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON
FIELD LOCATIONS AND THE BEST AVAILABLE RECORDS. IT IS THE UTILITY
CONTRACTOR'S RESPONSIBILITY TO FIELD -VERIFY ACTUAL LOCATIONS PRIOR V
TO BEGINNING CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE 5
ENGINEER. LTa
9. UTILITY AND GRAD04G CONTRACTORS SHALL CALL THE FOLLOWING UTILITY A
LOCATION SERVICES AT LEAST 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION: NORTH CAROLINA ONE CALL -[phone].
10. THE SANITARY SEWER LINES SHALL BE CONSTRUCTED OF EITHER PVC OR
DUCTILE IRON, BASED ON TOWN STANDARDS. THE PIPE SHALL BE INSTALLED IN
ACCORDANCE WITH THE CITY SPECIFICATIONS AND INSTALLATION
REQUIREMENTS FOR THE PIPE MATERIAL SELECTED,
0
11. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES INVOLVED V °�
IN ANY RELATED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS, '+
WATER METERS, ETC.). ;ET7T
xr W Viz°
12. PROTECTION EXISTING VEGETATION: THE START OF GRADING INVOLVING
THE STRIPPINGG OF TOPSOIL OR LOWERINGG A OF EXISTING GRADE AROUND A
TREE. A CLEAN. SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE 3
TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES J
ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE u
SIDE OF THE CUT FURTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN
- IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS
COMPLETE. NO STORAGE OF MATERIALS, FILL OR EQUIPMENT AND NO
TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED
AREA.
13. DUKE ENERGY HAS BEEN CONTACTED TO ASSIST WITH A LIGHTING PLAN AND HOLLY SPRINGS DEVELOPMENT PLAN 1:
LIGHT POLE LOCATIONS.
01/23/2017:
REVISED PER TORS IST REVIEW
COMMENTS
02/13/2017:
REVISED PER TOHS 2ND REVIEW
UTILITY LEGEND COMMENTS
FIRE HYDRANT ASSEMBLY 03/13/2017:
REVISED PER TORS 3RD REVIEW
■ WATER METER COMMENTS
• WATER VALVE
® SANITARY SEWER MANHOLE
• SEWER CLEAN-OUT
PATE; NOV 14, 2016
15$UEO FOR: REVIEW
SPECIAL EXCEPTION
USE #16-SEU-09
UTILITY
PLAN
ALLCONSTRUCTION SHALL BE IN ACCORDANCE
WITH THE TOWN OF HOLLY SPRINGS STANDARDS, SCALE 1'=30' C 5.0
SPECIFICATIONS., AND DETAILS.
0 3P 60'
NOT FOR CONSTRUCTION
ADDRESS: 1000 NORTONBRIDGE ROAD, RALEIGH, NC 27603 EMAIL: spencer.terry0carolinalanddevelopment.com Phone: [phone] CAROLINA LAND DEVELOPMENT I

n RIDGE HEIGHT
26S AFF
� n RIDGE IEKIMIT
� 23'J' AFF
� _HEAD HEIGHT
170. AV FF
HEAHEIGHT
94' AFF
' FNIS
aS FF
p2 -S. HEIGHT
V 28•-5• AFF
n RIDGE HEIGHT
21'•z' AFF
n EAVE HEIGHT
�' ts-8• AFF
n HEAD HEIGHT
17-0V AFF
� r.o. wALL
v' so• AFF
n FNISH FLOOR
a .fF
3 RIGHT ELEVATION
I/T- Nr
11't 17d Na•
47'd
4 LEFT ELEVATION
1/8' =1'-0'
BUILDING ELEVATIONS
AREA OF FINISHES:
FRONT ELEVATION- RIGHT ELEVATION
1.716 SF TO -AL 895 SF TOTAL
MASONRY -876 SF MASONRY -788 SF
OPENINGS -862 SF OPENINGS •88 SF
REAR ELEVATION, LEFT ELEVATION:
1.911 SF TOTAL 695 SF TOTAL
MASONRY -1.941 SF MASONRY .671 SF
OPENINGS -0 SF OPENINGS -24 SF
YANDOW AND C_ SS DDDR REOUIRE!FM
FOR FROM AND RIGHT SDE ELEVATIONS:
1.540 SF TOTAL (UP to AFF)
OPENINGS -808 SF 11.540 SF=525%, (40% MIN)
0 LwoMnn
® PIPE BOLLARD
ADAMS OUK BRKI COLOR EARTMONE
COLOR YELLOW
❑2 IIASOMLT 10
❑9 WALL SCONCE L10HT
ADAMS OUK.I COLOR MAROUS
27.9' AFF
3❑ ASPHALT SHINGLES
1a ExTEPIOR DOOR
COLOR: DARK BROWN
COLOR: MATCH MASONRY S2
❑4 SOFFIT
11 GABLE VE11T
COLOR: WHITE
COLOR: MATCH SOFFIT COLOR
© STOREFROMFRA/E
OVEAIWID BERME BAY ODOR
COLOR: DART( BRONZE
COLOR: DARK BRONZE WI CLEAR GLASS
© GLASS
1® DUYPSTER GATE
TRANSPARENT
MATERIAL COMPOSITE BOARDS
Q SLABS
COLOR: MATCH MASONRY 92
SPANDREL
a-0' FF
EXTERIOR SIGN NOTE
EXTERIOR BUILDING SIGNS SHOWN ON ELEVATION AND 3D VIEW
ARE FOR REFERENCE ONLY. SIGN LOCATIONS MO DESIGN MAY
VARY. ALL EXTERIOR SIGNS TO BE SUBMITTED TO HOLLY SPRINGS
PND PERMITTED PRIOR TO FABRICATION AND INSTALLATION.
n EAVE HEIGHT
V 15'•9'AFF
T.OV
17A'AFF
&T OZONRY
vp�zT.O'. BAE
MTH FLOOR
V
1 FRONT ELEVATION
118"= 1•-0'
/3 -la
2 REAR ELEVATION
118' =1'-0'
5 313 VIEW
7 3D VIEW
RIDGE HEIGHT n
RIDGE HEIA•GHT A
23AFF 0
EA
19,_r AFF
TSO. OR
4 ty'O•AFF v
HEAD HEIGHT 0
10'-0' AFF �l
T.O. BASE
7-WAFF
FINISH
0'-0 FF
RIDGE HEIGHT A
EAVE HEIGHT
,5!4r AFF
T.O. SHAFT
T.O. MASON2V A
AFF
TOZF
FINISH FLOOR n
a-0' FFA
6 3D VIEW
8 313 VIEW
Designdevelopment
A R C N I T E C I I
800 Salem Woods
Drive
Suite 102
Raleigh, NC 27615
919.848.4474
MEINEKE
HOLLY SPRINGS, NC
No. I Description I Date
PROJECT #: 160025
DATE: 12/30/2016
BUILDING ELEVATIONS
A2.1
DIGITAL PRIM DATE: 12/302016 8:4348 AM
Is RIDGE HEIGHT
26•., W
n RIDGE HEIGHT
27.9' AFF
T
r—
S AFF
n EAVE HEIGHT
'�
v 1s -TAME
n T.O. SHAFT
721
17S AFF
n T.O. BASE
FLOORA
n FNISH FLOOR
FF
a-0' FF
1 FRONT ELEVATION
118"= 1•-0'
/3 -la
2 REAR ELEVATION
118' =1'-0'
5 313 VIEW
7 3D VIEW
RIDGE HEIGHT n
RIDGE HEIA•GHT A
23AFF 0
EA
19,_r AFF
TSO. OR
4 ty'O•AFF v
HEAD HEIGHT 0
10'-0' AFF �l
T.O. BASE
7-WAFF
FINISH
0'-0 FF
RIDGE HEIGHT A
EAVE HEIGHT
,5!4r AFF
T.O. SHAFT
T.O. MASON2V A
AFF
TOZF
FINISH FLOOR n
a-0' FFA
6 3D VIEW
8 313 VIEW
Designdevelopment
A R C N I T E C I I
800 Salem Woods
Drive
Suite 102
Raleigh, NC 27615
919.848.4474
MEINEKE
HOLLY SPRINGS, NC
No. I Description I Date
PROJECT #: 160025
DATE: 12/30/2016
BUILDING ELEVATIONS
A2.1
DIGITAL PRIM DATE: 12/302016 8:4348 AM