20201343 Ver 1_ePCN Application_20201113

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20201343
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Oakridge
1a. Who is the Primary Contact?*
Benjamin Wilson
1b. Primary Contact Email:*
[e-mail]
Date Submitted
11/13/2020
Nearest Body of Water
New Hope Creek
Basin
Cape Fear
Water Classification
WS-V NSW
Site Coordinates
Latitude: Longitude:
35.958671-78.985245
Pre -Filing Meeting Information
ID#
20201343
Pre -fling Meeting or Request Date*
9/30/2020
Attach documentation of Pre -Filing Meeting Request here:*
20201343 Ver 1_PreFiling Meeting Not Required Email_20201031.pdf
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\sagoss
1c. Primary Contact Phone:*
[phone]
Version
1
358.46KB
A. Processing Information C^U
County (or Counties) where the project is located:
Durham

Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
39 - Commercial/Institutional Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
DURHILL, LLC
2b. Deed book and page no.:
See attached list
2c. Responsible party:
Chris Howlett
2d.Address
*
r Yes r No
r Yes r No

Street Address
16122 Morehead Drive
Address Line 2
city
Chapel Hill
Postal / Zip Code
27517
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Benjamin Wilson
4b. Business Name:
ATC Group Services LLC
4c.Address
Street Address
2725 East Millbrook Rd Suite 121
Address Line 2
city
Raleigh
Postal / Zip Code
27604
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
State / Rovince / legion
NC
Country
USA
2f. Fax Number:
Slate / province / legion
NC
Country
USA
4e. Fax Number:
Agent Authorization Letter*
AgentAuthorizationOakridge.signed.pdf 144.49KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Durham
2 Project Identification
2a. Property Identification Number:
Multiple see attached list
2c. Project Address
Street Address
5000 Durham Chapel Hill
Address Line 2
city
Durham
Postal / Zip Code
27707
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
New Hope Creek
3b. Water Resources Classification of nearest receiving water:*
WS-V NSW
2b. Property size:
108.46
State / Province / legion
NC
Country
3c. What river basin(s) is your project located in?*

Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300020601
4. Project Description and History
4a. 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 partially wooded with cleared areas with brush in the upland areas from previous logging operations. The site is located on US
15-501 and is surrounded by commercial properties on the south and west and the New Hope Creek lowland on the north and east.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGSOakridge.pdf 345.52KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
NRCSSoilOakridge.pdf 386.97KB
4f. List the total estimated acreage of all existing wetlands on the property:
73
4g. List the total estimated linear feet of all existing streams on the property:
2,708
4h. Explain the purpose of the proposed project:*
Grading to develop the uplands portion of the property for commercial and residential use.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Plans and specifications are attached. The site will be graded using conventional earth moving equipment
4j. Please upload project drawings for the proposed project.
OakridgeDurhamPlans.pdf 7.38MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
City of Durham confirmed stream delineation
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Ben Wilson
Agency/Consultant Company: ATC Group Services LLC
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes t7 No
7b. If yes, explain.
Additional areas of the site will be developed in the future but only on the uplands. Some additional stream impacts will be rquired in the future possibly including streets by the City of
Durham.
Are anyother NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No
D. Proposed Impacts Inventory u
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries W Buffers
r Open Waters r Pond Construction

3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type* [J.rlc1
f. Type of 3g. S. width* 3h. Impact :1
(?) iction* length*
1
Fill for buildings and Permanent Fill Feature A Intermittent Both 1 220 9
roadways Average (feet) (linearfe&)
31. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
3i. Total temporary stream impacts:
220
0
3i. Total stream and ditch impacts:
220
3j. Comments:
The stream Feature A Wll be filled for construction of the development.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
F Neuse
F Tar -Pamlico
F Catawba
F Randleman
F Goose Creek
V Jordan Lake
r Other
b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
ill for buildings and roadways P Feature A No 3,048 6,630
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 3,048.00 6,630.00
Zone 1 Zone 2
Total combined buffer impacts: 3,048.00 6,630.00
61. Comments:
City of Durham Jordan Lake Buffers
Supporting Documentation
LE. Impact Justification and Mitigation L•
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The first phase of the development has been designed to minimize impacts to all wetlands and as many streams as possible by pushing all
development to the uplands and placing the development immediately adjacent to US 15-501. The wetlands, streams and creeks at the rear of the
property will be dedicated for preservation. Only 13 Acres are slated for development at this time.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Al construction on the creek banks will be from the top down thus minimizing impacts to the creek itself. All access and construction roads to the creek
will be on the interior of the construction area to minimize clearing as well as sedimentation. Vegetation will be left as long as possible and sediment
controls will be immediately added when vegetation is cleared.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:

Less than 300 LF of low quality stream will be impacted. The Corp will determine if mitigation is required.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
r Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
r- NIA - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
W Local Government r State
Local Government Stormwater Programs
W Phase II r NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
City of Durham
Comments:
The City of Durham has approved the stormwater management plan.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federalistate) land?
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r' Yes r No
3b. If you answered "no," provide a short narrative description.
This project is only developing about 7 % of the total property and is a low impact development under the City of Durham Guidelines.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor WA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*

r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
r Unknown
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
See attached consultants report by SEPI Engineering and ATC.
Consultation Documentation Upload
EndangeredSpeciesOakridge.pdf 1.03MB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
US Fish and Wildlife Maps and web site.
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 status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
State SHPO maps.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Maps City of Durham
Miscellaneous
Comments
Field Notes ETC included in the Miscellaneous upload
Miscellaneous attachments not previously requested.
OakridgeDurham_PCN BackupData1.pdf
17.43MB
Signature U
*
W By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.

Full Name:
Benjamin V. Wilson
Signature
011w ��jC (frldeav
Date
11/13/2020

Date: 08-1 b-2019
Agent Authorization & Permission to Enter Prcperty for the
108.46 Acres Parcel US 15-501
Durham - Durham County, North Carolina
Durham County PINNos 0800-03-34-6437, 0800-04-44-8493,
0800-03-43-6864, 0800-03-43-6864, 0800-03-43-1582, 0800-03-33-9304,
0800-03-33-6159, 0800-03-33-5121 and 0800-03-23-9545
To Whom It May Concern:
This letter serves as authorization for Benjamin V. Wilson, PE of ATC to act as agent on
behalf of the owner for wetlands and stream delineation and permitting only, and to
authorize personnel from the City of Durham Water Resources and the US Army Corp of
Engineers to enter the above referenced properties for the purpose of confirming the
location of streams and wetlands information contained in the wetlands and stream
determination report and for 401 and 404 permittingfor the above referenced site only.
Respectfully,
DURHILL LLC
Name: L' � 0 41 1 C*-
Title: TQA
Address: 16122 More ead Dr
Chapel Hill NC 27517
Phone: I I - 3�-
Fax.•
Email: a.KS o C-
Signed:
Owner of th�eA b o �vef Property
Date: 08-15-2019

57f3O"
I SITE USGS MAP AND TOPO
SOURCE: USGS Southwest Durham7.5 Minute Quad 1986
SITE USGS TOPO
ATC PROJECT NO.
Wetlands and Stream Determination BEACON1704
108.46 Acres Parcel
Durham County, North Carolina SCALE: NOTED
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BUILDING SCIENCES • MATERIALS MVING

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SITE USDA SOILS MAP
SOURCE: Soil Survey of Durham Counties USDA June 1976
SITE USGS MAP
Wetlands and Stream Determination
108.46 Acres Parcel
Durham County, North Carolina
ATC PROJECT NO
BEACON1704
SCALE: NOTED
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DURHAM' NORTH CAROLINA
LEVEL 4 SITE PLAN DEVELOPER: BEACON PROPERTIES LANDSCAPE ARCHITECT: COULTER JEWELL THAMES, PA CIVIL ENGINEER: COULTER JEWELL THAMES, PA ARCHITECT: BARBER ARCHITECTS75
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16122 MOREHEAD 111 WEST MAIN STREET 111 WEST MAIN STREET PO BOX 51712
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SUBMITTAL #t MAY 1, 2019 CHAPEL HILL, NC 27517 DURHAM, NC 27701 DURHAM, NC 27701 DURHAM, NC 27717
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919-491-1633 919-682-0368 919-682-0368 919-816-2216
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CONTACT: EDWARD LAMMAS CONTACT: JEREMY ANDERSON, RLA CONTACT: PRESTON ROYSTER, PE CONTACT: TIM BARBER
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PROJECT DATA
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PROJECT NOTES
PUBLIC WORKS / ENGINEERING GENERAL COMMENTS
VICINITY MAP
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DEVELOPER BEACON PROPERTIES
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1. CONStwo ON G3 ARE NOT REQUIRED.
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BOUNDARY TOPOGRAPHIC INFORMATION BASED ON SURVEY PROVIDED BY TRIANGLE SURVEYORS
NOT TO SCALE
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CHAPEL FILL NC27517
DATED APRIL 2018.
Provide s (2J I f pp dSl PlanDecumenls to EngineeringInspections, 3rd Floor 101 City Hall Plaza, Durham NC
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OWNER (ALL PARCELS). DURHILL LLC
• SURROUNDING LAND INFO FROM DURHAM GIs
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AC nst t Cty Right of Way Prval e Properly Permit may be required Contact th Public Works Customer Service
PARCEL&: PAN PARCELS:
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Anencroachment g merit may be required Contact Engineering Services at 919 trFS7432Ei.
NORTH
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PIN'. 080003-34-643T PIN'. 080003-43b864 PIN.0�003434623
PID. 206W6 PID. 206W5 PID. 2WW4
DI IRLJAIIA C�TAAIDARD AIOTC C�
M S AN A N ES
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PROPERTIES
ACRES'. 682T3AC /2,9T3,955518� ACRES.&BOAC /86,691. T8 SF ACRES'. 19�AD/86,698 T5 SF
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most recent edton of theCty of Durham(City) Reference Ci for D...lopment(RED) mcl a ny Letters to
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LAND U SE'. VACANT COMMERCIAL LAND USE'. VACANT COMMERCIAL LAND USE'. VACANT COMMERCIAL
Industry (posted on the City'swebsite) that are in effect the date Construction Drawings a re firstreceivc1 for
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1. For sites containing eoodplain: Al development within the ftoodway a non encroachment area or ftoodway fringe and norencroachment area
review by the City.
SITE
fringe, including ell, new consfrmtion, substantial improvements, manufactured housing, storage of materials and storage of toxic or ftammad e
•
PARCEL 4: PARCEL 5: PARCEL6:
subdaFees, is prohibited except as provided by applicable Fl ood Hazard Regulations of UDO Section 322 and 84.
3. Final design calculationsforthertormwatercontrol measure(s)(SCM[s])requirethe use of rtarage indication
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PIN'. 43 1582 PIN'. 080003339304 PIN.0AS0-33T5159
Floodplai n elevation(s)
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ED I S
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2080&03
PID.2o6C63 PID.2o6W2 AID. 140314
ACRES. 1986 AD/8651745 SF ACRES. I90OAC/85T03. TO SF ACRES.& 998AC/8]04345SF
Floodplainzone
inflowand outflowhydrographs are required. All tabulateddataincludingcalculationsshowingthelimiting
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LAND U SE'. VACANT COMMERCIAL LAND USE'. VACANT COMMERCIAL LAND USE'. VACANT COMMERCIAL
FEMA map number: Effective 3C2)080000L
discharge, whether orifice, weir, barrel, or outletcontrol, as appropriate is required. HydroCad, Hydraflow
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OVERALL SITE AREA 3,407,61064 SF/78228AC
FEMAmap date: Effective October 19, 2018
Hydrogmphs, and PondPackare commonly used and recognized software pmgmms which incorporate routing
methodology accepted by the City.
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PROPOSED USE'. MIXED USE (RESTAURANT W/DRIVE -THRU RETAIL, AND OFFICE)
per precon gwi pine
4. The Develo /Contractor shall schedules rtruction meetin with the Stormwater Develo nt Review
OOoworn..aa
2. NCDWQ Buffer Authorization Note: Buffer Aulhonzalion by the North Carolina Divi Sion of Water Quality (NCDWQ)is required prior to
section priorto commencing work on any Stormwater Control Measure (SCM). If the SCM will be constructed
ZONING EXISTING CN/PDR6033/R820
Construction Drawing approval. Site plan changes occurring as aresult ofalteretions neededto receive buffer authorization may resdtTtre
initially ass Sedimentation and ErasionControl(S&EC)device,to be converted to a permanent SCM at slater
w „£
need for a site IaI amendment or a new site Ian based on the scope oflhe r d changes If a site Ian amendment or new site Ian is
p p p e Le g p p
time, the premnstractnmeetingsfiouldbescheduledpriortoc..,t.tionofthe S&ECdevice. Call°
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DEVELOP OTHER
required it must be approved prior to Construction Drawing approval. Con act the Durham City- County Planning Deparlmert at 91956D 4137 to
919-560-4326 Ext. 30238 to schedule the required meeting a minimum ofthree business days prior to the desired
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SITE COMPAC T NEI GH B0RHOOD(PATTERS ON PLA CE)&SUBURBAN
del ermine if a site plan amendment or a new sit e plan wi ll be requi red
meeting date. This is in addition to otherfr ..struction meeting requirements for erasion control,engineering
PROJECTAREA COMPACT NEIGHBORHOOD (PATTERSON PLACE)
5. Stream buffers: bO foot wide undisturbed stream buffer, measured from top ofbank, each side of stream. No clearing or grading other than
inspections, etc.
FUTURE LAND USE MAP DESIGN DISTRICT&RECREATION /OPEN SPACE
selective thinning and ordinary maintenance of exsing vegetation permitted except cordance with lbA COAX SEAZ33 N Vegetation
-`""`s t m -
Project:
Management No structures or features requiring grading orconstruction may be built within the 10 foot stream buffer setback. Pny use allowed
HISTORIC DISTRICT. N/A
by Section 8b b of the UDO shall be designed and constricted to minimize the amount of intrusion intothe stream buffer and to minimize
Tearing grading erosion and water quality degradation FLO Section 8b)
WATERSHED. CAPE FEAR RIVER BASIN /JORDAN LAKE
OAKRIDGE
WATERSHED PROTECTION OVERLAY. NONE
4. For sites containing wetlands: State and federal permit authonzalion may be required from the NC DENR, NC DWQ, and the Army Corps of
ETO nears priorto the com mere ement of any land disturbing activities in or near a lake, stream , creek, tributary, or any unnamed body of water
AREA OF DISTURBANCE 566,157 GF/ 1300 AC
and its adjacent wetlands (UDO Section 89)
SITE AREA IN 100 YEAR FLOOD P LAIN'. 2,198,766 94 SF / 5048 AC (EFFECTIVE FE My MR 372008000OL OC TOE ER 19, 2018)
LIST OF SHEETS
BUILDING DATA.
Wellandbuffer
recreational activities, such as walking and bicyding lrals, provided that service fa;i lilies for such activities, inctuding but not limited to parking
act note 2b tool wgandbde wetland buffer l0remain innntsertural, undisturbed for such a.WeAandbuffers may be otD pfor parking
BUILDING A. 2z,om SF RETAIL, 1-STORY
picnicking and sanitary facilities, are located outside of the wetland buffer. Any use allowed by this section shall be designed and constructed to
BUILDINGS. 4,800 SF RETAIL, 1-STORY
mite the amount oflntrusion Into thewetland buffer and to minimize clearing,gradirg, erosion and water quaky degradation Sections
C000 COVER SHEET
BUILDING C. 12,6I SF RETAIL,
126m SFOF ICE, 2 STORY
3.9)
C001 AREA MAP
BUtowGD. 4 T 12 SF RESTAURANT WITH DRIVE-THRU, 1-STORY
C100 EXISTING CONDITIONS/ DEMOLITION PLAN
BUILDINGS 12,6N SEE TAIL,
12 HIS SF OFFICE, 2STORY
[ For projects with Greenways: onsite Plans: Greenwaypld shaliberecomed, showing metes and bounds for the greenway, andevidenneof
ecomation with Book and Page number provided to the Parks and Recreation Department, at time of first final plat approval or priorto issuance
C200 SITEPLAN- OVERALL
BUILDwGF. 5,000 GFRETAL, 1-STORY
of abuilding permit, whichevercomes FEE
C201 SITEPLAN - WEST
BUILDwcO 6,000 SF REB TAURANT WITH DRIVE-THRU, 1STORV
C202 SITE PLAN - EAST
BUILDING IT 6550 SF RESTAURANT WITH DRIVE-TH RU,(STORY
16. LANDSCAPING/C.O. STANDARDS NOTE All landscaping must be in place priorto request fora Certificate of Comptance Contact Durham
C300 GRADING AND STORM DRAINAGE PLAN
TOTAL 99,462 SF
City county Planningoepanment site Inspection stafftorinspecn0n.
C400 NOTUSED
BUILDING SETBACKS. STREET YARD -O'MIN, 15'MAX.
SIDE YARD -10'MIN, O'MAY
1/. LANDSCAPE RE- INSPECTION FEE Each landscaping compliance inspection after the initial inspection will incur are- inspection fee, starting
CSDD UTILITIES PLAN
REAR YARD -1sCAN, 0MAY
at$10D.4% technology surcharge Each subsequent reinspeclion will increaseby$100.4%(exampleld $104,2nd-$278,3rd-$312,
C600 LIGHTING PLAN
Ge). Payment must be reueved by the Durham city county Planning Department prior to reinspeaion
C700 LANDSCAPE PLAN
.
BUILDING HEIGHTREQUIRED PROPOSED
C800 SITE DETAILS
35
W NwX 41c3^(PARAPET)
4950Durham -Chapel
OPENGPACE.
21. TREE PROTECTION NOTE HDOSEC .83.2E): Tree protection fencing must be In place priorto any demolition, land disturbance, or Issuance
ofa grading permit and shall incwdewaning signs postedioboth Engfishand Spanish, as followsNo TrespassinglTree Protection
C801 SITE DETAILS
A01 ARCH. ELEVATIONS
Hill Boulevard
REQUIRED N/A FLOGGED. 6. 10.1.D2)
ArealPhohibido EntrakZona Proleclora Para losnrboles"
A02 ARCH. ELEVATIONS
LANDSCAPE BUFFERS.
A03 ARCH. ELEVATIONS
REQUIRED N/A ONTIER
22. ROOT PROTECH ON ZONE LUDO SEC .832): Equals one fool of radius for every Inch of diamter of ending trees, or six fool radius, whenever
Durham County,
TREE COVERAGE AREA
is greater. No disturbance allowed within this area. Area must be protected with both tree prdection penning and waning signs.
North Carolina
REQUIRED N/A CN TIER
23. PROTECTION OF EXISTING VEGETATION HDO SEC. 8J ED): A the star) of grading involving the lowering of existing grade around a tree
4044NFUFry4i
�•
VEHICULAR PARKING
or stripping of topsoil, a clean, sharp, verilcal cut shall be made al the edge of the tree save area priorto or at the same time as silt fence and
REQUIRED'. RESTAURANT RETAIL OFFICE
Omer erwmnc0rnr01 measure'sare installed. The tree protection fencing shall be Installed 0n me side ofthe cal farmed away from me tree"
JOB SITE COPY: A COPY OF THE APPROVED SITE PLAN MUST BE ON SITE AND
n,232SF 9COX SF 252mGF
trunk and shall remain inpla-euntilall nslrudioninlhevicinilyofthelreesiscomplete Nostorage ofmaterials, fill, orequipment and no
v1NOSF 1/200SF 1/250SF
fires passing shall beallowed wiminthe boundary oflheprotected area
AVAILABLE FOR PERIODIC INSPECTION AND USE DURING CONSTRUCTION TO
S
(FIRST50o00 SFOF
GROSS IT AGEABLE AREA)
3J. JOB SITE COPY (On one Copy only). Annpy oftheapproved sileplanmustbe ensile and available for periodic inspection anduse during
EVALUATE COMPLIANCE WITH THE APPROVED SITE PLAN. REQUIRED INSPECT ION
* ,.-. i *=
125osF
yondrectiontoevaluate compliancewith the approved site plan Required inspections will not take place ifthe jobsilecopy isnot available and
WILLNOT TAKE PLACE IFTHEJOBSITECOPY ISNOT AVAILAB LEAND
17,262/DO-toSPACES (AFTER
TW0 200� nSPACES 25200/250=101SPACEs
relnspeclion fees will be dtarged.
RE -INSPECTION FEES WILL BE CHARGED.
om / zso = za sPAces
TOTAL
GENERAL CONDITIONS OF APPROVAL
PHASING PLAN
PRELIMINARY -DO NOT
52x8-52GP"CEG
CN TIER BO%MN.; 100%NIAX) 552x 8=442
APPROVAL STAMPS
PROPOSED 532SPACES- INCLUDING IO VAN ADA AND5 STANDARD ADA
1. The SITE Will be fully compliant with the North Carolina Accessibility Codes(ANSI 117.1-2009 and Chapter 11 of
1. THE PROJECTWILL BE DEVELOPED IN MULTIPLE PHASES.
USE FOR CONSTRUCTION
the NCBC) unless and except in areas where an approved statement from a site engineer, surveyor c r architect
Job Number: 1744
verifies that site conditions exist where the topography of the steis -u-S, a rid only alternate methads of
2. EACH BUILDING WILL BE PERMITTED AND PHASES INDEPENDENTLY, AND THEREFORE, MAY RECEIVE INDIVIDUAL
BICYCLE PARKING.
compliance are possible.
CERTIFICATE OF OCCUPANCY.
REQUIRED RESTAURANT/RETAIL OFFICE
1/ 1,000 SF Q5% SHORTTERM2 LONG TERMS 1/2500 SF d SHORT TERMY/5/LONG TERM
2. Anewminimum5Oftgreenwayeasementtobeapprovedby Durham Parksand Recreationshallbec...e,d to
3. ALL REQUIRED INFRASTRUCTURE, INCLUDING ROAD IMPROVEMENTS, WATER AND SEWER SERVICES, BICYCLE
Drawn
JSA, PBR, EOM
Checked
JSA, PBR
the City of Durham pursuant to the rights a rid privileges recorded on Deed Book 1503 page 898. Evidence of
AN D VEHICLE PARKI NG, AND LAN DSCAPI NG S HALL B E I NSTALLED AN D CERTI FI ED P RIOR TO THE CO FOR EACH
Date
05-01-2018
74,W2/1,000=T4 25230/2500=10
cardation with Bookand Pagenumbershallbeprovidedtothe Parksand Recreation Departmenx attire of
RESPECTIVE BUILDING.
Revisions
2 LONGTERM 1ox75=8 LONGTERM
fist final plat approval crt iorto issuance ofa buildingt it, whichevercomesfirs[
T2 SHORT TERV 2SHOE T TERV
PROPOSED T4 SPACES 10 SPACES
2 LONGTERM 8LONG TERV
T2 SHORT TERV 2STORT TERM
TOTAL 84 SPACES (10 LONG TERM, 74 SHORT TERM
IMPERVIOU SSURFACE.
EXISTING OSF
evel 4 Site Plan
PROPOSED 359,806 SF/826 AC
Sheet Title:
EROSION CONTROL NOTES
RESOURCE ORDINANCE COMPLIANCE
1. IF MORE THAN 12,000 SO. FT OF AREA IS DISTURBED, A LAND -DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
COVER
E R
COMMEN CEMENTOFANVLAND-DISTURBINGACTIVITY.
FLOODPLAPPROTECTION FLOOD PLAIN ASPER EFFECTIVE FER4 MAP NUMBERA20W00NI(OCTOBER 19, 2018).
�+OV
SHEET
2. IF MORE THAN 20,000 SO. FT. IS DISTURBED, A SEDIM ENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND
APPROVED PRIORTO THE ISSUANCE OF A LAND- DISTURBANCE PERMIT.
3. IFTREE PROTECTION IS REQUIRED BVTHE CITY/ COUNTVPLANNING DEPARTMENT, TREE PROTECTION CERTIFICATION
STEEP SLOPE PROTECPON. REFER TO C001 AND C100 FOR STEEP SLOPES.
WETIA NDS PROTECTION. REFERT00001 FORWE TLANDAREAS.
STREAM BUFFERS. REFER TO C001 FOR INTERMITTENTSTREAM BUFFERS.
Level T Site Plan
MUST BE SUBMITTED TO THE DURHAM COUNTY EROSION CONTROL DIVISION, AND TREE PROTECTION INSPECTION
COMPLETED PRIOR TO THE ISSUANCE OFA LAND- DISTURBANCE PERMIT.
TREE COVERAGE AREA. TREE COVERAGE IS EXEMPT FROM TREE COVERAGE(CN PER)
Durham Site Plan Case # D1900XXX
Sheet Number
4 TURMUST
OR BORROW SITE IS THEN THESTHE
SPOIL/BORROW SITE ALREADY HAS AITE
BEINCLUDEIS I NTHE LAIND DISTURBANCE PLA AIND PERMITUNLESSFIRED,
LAND DISTURBANCE PERMIT.
5. CLEARLY INDICATED LIMITS OF DISTURBANCE ARE SHOWN ONTHE GRADING PLAN.
Q
Mass Grading Case # D1800258
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3 'I/LITIES. THIS UTILITYALT LAN'OF LLCMI' I NO-GIUT'P I AHELP LOCATESOMEUIILITIESOILOCAI'TIIIIPAIIIII-, REMOVAL-DREL-1--ANYUTiI-I L'ONTRgCTOR FESPONSVBLE FOR OETEFM,N/NG ExTENTANO LOGTION OF
4. CONTRACTOR TO ADJUST ALL MANHOLES LOT VES. JUNCTION BOXES CATGO BASNS,CLEAN-OUTSETS, AS NECESSARY TO ACL'OMMODATE NEW LAYOUT AND GRADES
5. CONTRACTOR RESPONSIBLE FOR ROCAINNG ANY PERMITS FOR WORK IN THE NCDOT AND CITY OF DURHAM SCANTS OF WAY ANY DAMAGED FACESTRUCT INE IN THE RIGHT OF WAY CAUSED BY CONSTRUCTION ACTNINES MUST
BE REPAIRED TO NCDOT AND CITY OF DURHAM STANDARDS. THIS INCLUGES, BUT IS NOT LIMITED TO UTILITIES, SIDEWALIF, CURB AND GUTTER, ASPFALT.
8, CONTRACTOR RESPONSIBLE FOR REMOVING EVERYTHING WITHIN THE CLEARING LIMITS AND OFF -SITE WORK ZONE INCLUDING TREES, STUMPS, TRASH FENGNG, OR BUILDING MATERWLP
CONTRACTOR TO USE CAUTION WORKING AROUND AND NEAR EXISTING STORM, WATER AND SEWER CONTRACTOR RESPONSIBLE FOR d4MAGE TO EXISTING U CIAES
it ABANDONMENT OF WATER SERVICES SHALL INCLUDE EXCAVATING DOWN TO CORPORATION, TURNING IT OFF AND CUTTING SERVICE LINE FREE FROM CORPORATION. THE METER, IF PRESENT SHALL BE RETURNED TO CITY OF
D-1,
9. ABANDONMENT OF SANITARYSEWER SERVICE ONES PRALL CONSIST OF PLUGGING THE LATERAL AT THE R1NA-0E-WAY LINE ALL UTILITY ALAATOLLEGGISHALL BE PERFORMED IN ACCORDANCE WITH CITY OF DURHAM
STANDARDS AND SPECIFICATIONS.
TO, ALL POLEMIST PATCHING SII AKLL BE PERFORMED PER CITY OF DURHAM OR NCDOT SPECIFICA NONSAND STANDARDS. AS APPLICABLE
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4950 Durham - Chapel
Hill Boulevard
Durham County
North Carolina
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lob Number: 1744
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Date 05-01-2010
R—AIEns
eve, 4 Site Plan
sheet Title:
EXISTING
CONDITIONS/
DEMOLITION
PLAN
Sheet Number
C100

TRUCK
AROUND
A
LANDSCAPE AREA g, p'
(TYPJ CLEAR ZONf
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1 SHORT TERM SPACES
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■
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1 SITE LAYOUT PLAN -WEST sheet Number
C201 1"=30.-0.. 0 25 so 100 C201

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------------ sheet Title:
- - - - - - - - - - - - - - - - -
SITE LAYOUT
PLAN
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1 SITE LAYOUT PLAN -EAST sheet Number
C202 1"=30'-0" 6 zs so 100 C202

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BUILDING "B" BUILDING 'c' eUNDINc "E'
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--- RETAIL (Iz60o 11) srakY / a�L'Ess E�SEME —__ — i A �V
INLET (TYP.) -- RE AIL C4.H00 SFJ OFFICE 1 RETAIL (12600 SF) ITETAIL (S OOO SF) /
BUILDING STO Fl" FFE=Ova (2.6n0 SF) ( ) — _
OFFICE 12,600 SF ST0 M DRAIN fASEAaCxVT IS \ TORN PIPE`OUTL
(IIIII Il/l/ l I I I / I l STORY FFE=304 FEE=J03 FFE=301 / EPERAi[ fROSCM EASFMd4T;__ \ \
I III l I / l I ASSE,P C22200 sq / v / N0 waL gvERu �.
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_ _ _ _ _ _ __ = _ _
---/ SCM MAINTENANCE AND ACCESS \� ZO--- — _ — _ — -- --- — — ' \ — = FiI Boulevard
' — — — EASEMENT _ — LO LO yOn
SAND FILTER RCP STORMPIPE (TYR STORMWATER JUNCTION c LO _
DuFnom County,
_ _ _ North Carolina
— — — — — — — _ — — — _ — _ — — — — _ _ _ — _— — _ — — — _ — — — — — _ — _ — — — — — — — — — f — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SnN� FLIER f _ — — — — _ — — _ _ —
— — — — — — — — — — — — — — — — — — F — — — — — — — — — — — — — — — — — — — —
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— — — — — — — — — — — — — —
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PRELIMINARY -DO NOT
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1 GRADING & STORM DRAINAGE PLAN Dr—, PB ,FONT
Ch.MDd JSA, PBF:
C300 1" = 50'-0" o 25 50 100 DNe I U, U 1 'U 9
PLAIN —
grading & storm drainage notes ADA route notes applies to all sheets
GRAD/NG NOTES- STORM DRA NAGE NOTES- FOR ALL SIDEWALKS THE FOLLOWING APPLIES,
I. AL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONS RUCTION CONTRACTOR STALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO 1, ALL STORM DRAINAGE PIPES SOWN ARE 10 BE CLASS III REINFORCED CONCRETE (RCP) UNLESS NOTED OTHERWISE, 1. SIDEWALK SLOPES TO BE A MAXIMUM UN%,
PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR VAR E CRAM;ES NO EXTRA COMPENSATION SHALL BE PAD TO THE CONTRACTOR FOR ANY IVORK DONE DUE TO OIMENSONS OR GRADES ""S
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN OMEN 2, ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS 2, SIDEWALK CROSS SLOPES TO BE A MAXIMUM 1,MG
2. AL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAW STANDARDS AND CGRC'FICATIONS. 3, ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH, 3, MINIMUM 1' SHOULDER AT MAXIMUM 2% SLOPE ADJACENT TO ADA PAVED ROUTES UNLESS A HANDRAIL IS CALLED OUT.
3 CONTRACTOR SHALL NOTIFY "NORTH DEAREFOA ME CALL" E 800-632-4949) AT LUST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING I/TILOART LOCATED. RCIVIRACTOR TO 4, ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL. 4, ADA PARKING TO BE A MAXIMUM 1.8% SLOPE IN ANY DIRECTION FOR ENTIRE AREA — PARKING 5PACES AND AISLES,
GIANTS ANY LOCAL UTILITIES PER PRONOE TUREEN OWN LOCATOR DECADES INDEPENDENT OF NORTR MANGLAA ONE CALL". 5. ALL PIPE JOIN75 SHALL BE MADE WITH PREFORMED JOINT SEALER. WHICH CONFORMS TO AASHTO SPECIFICATION M-196 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED, 5, ALL DOORS EXITING THE BUILDING REQUIRE AN ADA ACCESSIBLE COMPLIANT ROUTE TO A PUBLIC WAY. eve/ 4 Site Plan
4. BEGINNING CONSTRUCTION TAKE TOURIST CGNTAACTOF SHALL SLACCOLE AND ATTEND A PRECONSTFUCnON CONFERENCE WITS THE CITY DF DUALISM INSPECTIONS DEPARTMENT [phone] CUT
30287. AND A REPRESENTATIVE DF THE oSENS' D. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER S SPECIFICATIONS. sheet Title:
s. GINSTROCTIIN, MAINTENANCE AND REMOVAL DF AL ALLOCATED CLANTRIL DEVICES ARE PRE RESPONSBILITY of THE GENERAL cnNTRACPIR. " ALL 1 CELLcSHA`L BE POaN CAL O NSUPNORE FRLE FIT0 'O'SE E ETo IONS T E1, WANE GINITs c IO MAT uI L OIL DEHE' NECB�ows oR MPeooFAeoLiNlA MATERIAL SHALL BE CAPABLE OF
6, EXISTING UTILITIES AND STRICT RES S,�WN. DISH UNDERIRIUND AND ABDNE GROUND. ARE BASED IN A FIELD S,RNEY AND THE BEST AVAILABLE RECIRD DRAWINGS. THE CUNT�CTOR SHALL ASANY FIELD B GRADING &
CONDITIONS PRIOR TO BEGINN/NC RELATED CONSTRUCTION ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY. 8, MATERIALS DEEMED BY THE OWNERS REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL.
SOIL UNDER BUILDING PAD, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3'I INGA SHALL BE APPROVED, PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER THESE SOILS 9, BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO 959 STORMOF THE MAXIMUM DRY DENSITY OBTAINABLE
OONCE WNERB C REACTED AS UNDERCUT SLOPE SHAD ALSOS THERFIEO BYEFORYAO ECDH By TEENG LOSSA ROOF ENGINEER ANY UNDERCUT OF SOILS IN THERE AREAS SHALL BE APPROVED BY THE GEOTECtIMCAL ENGINEER & WITH THE STANDARD PROCTOR TEST. THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100% STANDARD PROCTOR. Dp /� 11>I /� /+G PLAN
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10. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED 10 RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED. DRAINAGE L.F\�Y
8. FUL BANKS. SOUSES AND FILL SLOPES SNAIL BE NO STEEPER TITAN 2.5:1 MAXIMUM. CUT SLOPES SHALL BE NO STEEPER THAN 2: 1.
11. SEE THE LOVER SHEET FOR NOTES REGARDING IMPERVIOUS SURFACC. Sheet Number
9. FUL GUIDING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO PREVENT STANDING WATER OR WET LAWN AREAS. AND TO ENSURE T/Wi ALL STORM NOTES FLOWS TO INLETS OR OTHER POINTS OF DISCHARGE,
10, NL SIDEWALKS ATUAL BE COLATLEAGED WITH A MAXIMUM 1,89CROSS SLOPE IN THE DIRECTION SHOWN ON THE PERE C300
12, CONNECT ALL ROOF LEADERS AND DOWNSPOUTS TO STORM DRAINAGE SYSTEM WITH PVC PIPE. SEE ARCHITECTURAL PLANS FOR LOCATIONS.

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OAKRI DGE
4950 Durham - Chapel
Hill Boulevard
l Durham County,
North Carolina
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BRINKLER ASSE 1047 RPDA�ACKFLOW - - - - - - - o `�.�t{ CA�Ty
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RE: ARCH & PLUMBING _ 35003
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RESTAURANT 4, 77 GO)
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SEWER SERVICE WITH
GREASE TRAP —
SPRINKLER ASSE 11047 RPDA BACKFIOW
FIRE SPRINKLER LINE AND PREVENTER LOCATED INSIDE THE BUILDING
DOMESDC WATER SERVICE
LOD WITH NE7ER DOMESTIC ASSE 11013 RPZ BACKFLOW
PREVENTER
INSIDE THE BUILDING
Lop_ LOST LO ARCH & P WE LOD LO LOST
EXISTING WATERLINE Pe j/
NAPPING SLEEVE AND VALVE - -
O
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F - -
- - - - - - - - - - -
I� UTILITY PLAN _
C500 1" = 50'-0" r 25 s�� 0 100
standard COD utility notes utility notes
IDDLEANCHARG' SERVES & STORM SEWER REPAPAJIN 1, ILL 1111 TCCIAEG�N 11111DANI IL"E�EIINNI�l�l�Do,5,1�ENICIEII"INI,Elll,ll1E.1 C1,oT1 BUT AT TIE 11 Ul 1111A. STANDARDS ANN CGLIOEI. INSTALLATION TESTING, AND
i. uDPoZONTAL AND VERTICaL SEPARATION 2, CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND DEFIHS PRIOR TO MOBILIZATION. REPORT THE RESULTS TO THE ENGINEER OF RECORD.
D"=.y ALL. BERAT AN AN A CARE SO RES, � I', A F SUPPORTED BY DATA FROM TIE DESIGN ENGINEER SUCH ME= 'ON MAGALML.N TTREYNAFLAFONDN)EF THE ARNIAVF I�K' '11GLINATE DERAIT IA
I TV A SAFE, MAN PROMISE THAT T HE WATE, MAN TIBIA 1, ALL UTILITY WORD RICALL GONFORRA TO APPLICABLE CITY AND STATE CODES,
SErRRE THICI OR ON AN UN-URBED EARII SIELF TOPPED ON ONE SIDE OF TIE SACUUMAY SEWER AND 9 AN ELEARTION AD 'HE WFIAM IF TIE ASETER MAN IS A LEAST B-INCIER AEGASE TIE TOP OF 11E MISS R A
A, 6 PAY SANITARY SEWER WILL BE INSTALLED AT A MINIMUM SLAPE OF G7. 4' PRO SANITARY SEWER WILL BE INSTALLED AT A MINIMUM SLOPE F 2,07.
NAT
TIP
SM"
MAIN BOTH THE ­11 MEN INI SUNITIP1 IGRVO SIR El CONSTIFITID 11 E1111UI PIPE 5, CLECANOUTS AN A 4 SANITARY SBAEP LATERAL WILL BE INSTALLED AT A SPIPAUM OF 50 FEET APART CLEAMOLUS ON A 6 SANITAPI E-A LATEPAL POLL BE INSTALLED AT A MAIMUM IF 75 FEET APART,
AIl
COMPLnIW WITH THE PUBLIC WATER SUPPLY pESION SLPNDAFDS AND BE PRESSURE TESTED TO i50-PS TO ASSURE WATER nDIn NE55 BEFORE EPC1ffILLING. g_ ALL CLEANOUTS LOCATED M ASPHALT WILL BE TRAFFIC BEARING AND WILL WITHSTAND A H-20 LOADING_ THESE CLEANOUTS ARE DESIGNATED (TACO) TRAFFIC BEARING CLEAN OIL IN THE PLANS
LNG BELWEEN SIORN SEWER PAN `ND WATCRIN T" MAINS (ORF PRESSURE SEWERS). TRE AHE WATEF LAPIN SHALL BE CONSTRUCTED OIEPAR"NF FESHERROUS PIPE AW A CONCRETE COLLAR SHALL BE POURED 1111 MOVED AND 1ATE1 IN AROUND WATCR MNNS B. ALL VIATER AND SEWER LINES ARE i0 BE PRIVATE UNLESS OTHE FM/ISE NOTEDDID .
AND SHOURM SEWER TO MMFBILIXE TIE CROSSING. A
A ="SEWER CROSSI NO WATI!'E C,1DA'1.ALFR11 I TO PIPI A BF N MML BLERTAA G G4STAN(I 11-INIHII BETWEEN L11 ATTIIGI OF THE -11 MAIN ANN THE X1111. IF THE INUANE' SOVO THE SIGIAND SHALL BE APPANSED SO I- THE PVSE'1A`TTEALE`F1'0ENE.'A OF BAD SaRGE, SHOULL BE IN'D Il.FUE AND EVIC OGFE'S'TO BE CGIARDINATED POLL TIE PUBLIC FLILITIE1 AND 'HE DEVELAIEI.
8 WIFE I OBTAIN SPOPEP ­1ZINTAT AND VEFICAL IFSPATION AS ATFULATED PRIDE ONE OF TIE FOLLOWS, NEFIRDS MUST ME "E"E' 12. BACKFLOW PREVENTERS ARE REOUIRED ON THIS PROJECT, BACKFLOW PREVENTED INSTALLER MUST OBTAIN A BACKRID/ PREVENTED PERMIT PRK1R TA BEGINNING BACKFLOW PREVENTER INSTALLATIONS, CONTACT THE
DRIER PIPE. WHIBH ENDS ,0-FEET GN NTH SIDES IF THE ISCIANG ME.DRED COPENDICU� TO THE WATER MAN THE BARRIER PIPE STALL BE OF OW (HIGH T RDI -INDICATE TYPE. SITE. AND LDCATIDN ON DRAWINGS OF DOMESTIC BACKFLOW R LY (RPZ) ASSE HTOTT INSTALLED ABOVE GROUND IN AN ACE
NVERI LS AS RGNED BY1HE CITY OF DNRHAM FOR USE IN WATER MAN CONSTRUCTION 41DBG ENCLOSURE OR DIRECTLY INSIDE. WEE STRAINER AND MAIN SHUT-OFF SHALL BE INSTALLED PRIOR IG f, THE DFF OF THE BACKFLDW ASSEMBLY.
LL N W FIRE LIDIANTA ANN FINE DICARTMINT 1GNN11OFN1 BUD' Al IMAIDAR PWUL I INCH DIAMETER AFG11 CXNN­ FIRE DDIAAHGANT GUNNICTIGN INLET MOST RE CRANIIA 11 DIFIFFA TDRAAMIA CAADI
F 12 GREG FINISRED PRICE OVER ALL PIPET UNLEII ATHERWISE DIRECTED AR SHOWN IN THE PLANS WE TO THE IFULF1 IF VALVES. INCREASE THE COUER DEFTHT ADJACENT TO THE VALVES OR VARIED AT PAINTS OF LAY- N OR EA LATT N ­ IN A P"' DIED PH E L TANK "CAT A N A " E " NO AND PMEPIIED FIE APPIFTENANIE1 AN I IN LD US A"1E "
IE-IN IF E115TING LINES,
N 5 P E , IN T ENDENT SEA GO N OR LE TO I HERE LGPNA AND SPLEMENTING A "FEAR PLAN N GO CIA NAT C N WITH
2 A WATER PERMIT IS REQUIRED FOR ,HIS PROJECT%IRE LINES ARE 10 BE MARKED IN ACCORDANCE POLL CITY GUIDELINES CONTACT FIRE PREVENTION AT 9,
56D-4233 FIT 1P240 RECANDINI PROCUREMENT OF SIGNS,
PRELIMINARY -DO NOT
i USE FOR CONSTRUCTION
lob Number: 1744
Dawn JSA,PER PDM
cnRa<Rd NSA, PBF:
Date 05-01-2018
fire notes RRVAl"S
�s
PA EXAMINER PRIOR TG INSPEI.ION OF
SD H TINTS_ NAT IRE HYDRANTN(s, MUST BE RII BY FIRE
1 1111 4 Site Plan
sheet Title:
UTILITY PLAN
sheet Number
C500

iLe
Yr
�S
LI=
Lw
Lu
Y
PUBLIC STREET LIGHTING TO MEET CITY OF DURHAM
STANDARDS FOR A PUBLIC STREET. Vi A I
F DUPHAG DESIGN TO BE APPROVED THROUGH AGREEMENTS WITH I(III/' ? w
wise%22I 4� DUKE ENERGY AND CITY OF DURHAM J A
/� =w Cauker
BUILDING LIGHTING TO BE PROVIDED 'z'3 JeweH
PER ARCHITECTURAL PLANS
2
i
�1 PARKING LOT LIGHTING TO MEET U00 I RE111 West Main Street
REQUIREMENTS FOR TREE SEPARATION. 1
HEIGHT AND CUT-OFF SHIELDING u o Durham, N.C. 27701
FULLY COMPLIANT DESIGN TO BE i a p 919.682.0368
g' PROVIDED BY DUKE ENERGY f 919.688.5646
/ LI w .cjtpa.com
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PROPERTIES
\PIL
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HULLOING "H- BUILDING "C' BUDDING
F L MD y /� \ 1 STORY 2 STORY BUILDING F'
RETAIL (4,800 SF) RETAIL (12.600 SF) RETAIL (12B00 SF) �
CC CC BUILDING 'A" fFf=304 OFFCE (12600 SF) OFFICE (1G 500 SF) RETAIL s oo0 \ \
I STORY fFE=J04 FFE=303 FFE- Ol \
J I RETAIL NZ200 Ut /
FIT_ FFE=306 / Y \ Project:
OAKRIDGE
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LJ — BUI DIG "G" 1 11 1 TA B'ILD ORVH^
X RE ORRNM 1 s RESTAURAN]
OF (s.550 sF)
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EXISTING
PARKING RESTAURASTORY
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4950 Durham -Chapel
Hill Boulevard
-
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NO ADDITIONAL LIGHT
DuFDom County
FOR 15-501 DOW
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LOD LOn LO LOD LOP) LOD__® LO
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Carolina
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LOD LOO LOD LOD LOD LO
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GI"nno,
PRELIMINARY -DO NOT
-�
USE FOR CONSTRUCTION
lob Number: 1744
Drawn JSA, PeR, EDM
Checked JSA, PBR
Date 05-01-2019
Revisions
LIGHTING PLAN
0600 1.. = 50'-0" 0� 25 50 100
THE SITE Ll TINE SHALL BE DESIGNED SG THAT THE LEVEL OF ILLUMINATION AS MEASURED IN FOOT-CANDLES (FC) OINT AT ANY ONE
,.,/� PMEETS THE STANDARDS IN THE TABLE BELOW WITH MINIMUM AND MAXIMUM LEVELS ME4SURE0 ON THE PAVEMENT WITHIN THE
standard COD lighting notes LIGHTED AREA. THE LIGHTING SHALL BE VERIFIED BY FIELDS SURVEY (By USE OF PHOTOMETRIC SURVEY) NONE TO THE CERTIFICATE
OF COMPLAONT BEING ISSUED.
LIDO SITE LIGHTING NOTE (LIDO SEC. T. 4J: MEASURES SHALL BE PROVIDED TO PREVENT LICHT SPILLOVER ONTO ADJACENT
PROPERTIES AND GLARE TOWARD MOTOR VEHICLE OPERATORS AND SHALL BE INDICATED ON THE SITE PLAN. EXTERIOR LIGHTS
SHALL BE SHIELDED SO THAT THEY DO NOT CAST DIRECT LIGHT BEYOND THE PROPERTY LINE. IN ACCOPEASOR WITH THESE
STANDARDS:
A THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A RESIDENTIAL ZONING DISTRICT SHALL BE
0.5 FOOT-CANDLES.
B. THE MAXIMUM ILLUMINATION AT THE ECGE OF THE PROPERTY LINE ADJACENT TO NONRESIDENTIAL ZONING CANNOT SHALL
BE 5.0 FOOT-CANDLES.
C THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A STREET N 5.0 FOOT-CANDLES.
D. THE LEVEL OF ILLUMINATION AS MEASURED IN FOOT CANDLES AT ANY ONE POINT SHALL MEET THE STANDARDS IN THE
TABLE IN UDO SECTION IS WITH MINIMUM AND MAXIMUM LEVELS MEASURED ON THE PAVEMENT WITHIN THE LIGHTED AREA.
E. THE MAXIMUM HEIGHT FOR DIRECTIONAL OR FULL CUT-OFF LIGHTING FIXTURES (FIXTURES DESIGNED TO ENSURE THAT NO
LICHT IS EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND) SHALL BE 30 FEET ABOVE GRADE MEASURED TO
THE TOP OF THE FIXTURE.
F. THE MAXIMUM HEIGHT FOR NON -DIRECTIONAL TICKLING FIXTURES (FIXTURES DESIGNED TO ALLOW LIGHT TO BE EMITTED
ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND) SHALL BE 15 FEET ABOVE GRADE, MEASURE TO THE TOP OF
FIXTURE. NON -DIRECTIONAL LIGHTING FIXTURES SHALL BE TRANSLUCENT OR HAVE BAFFLES TO PREVENT VIEW OF THE
LIGHT SOURCE.
G THESE STANDARDS MUST BE DEALER BY FIELD SURVEY (By USE OF PHOTOMETRIC RUBBER PRIOR TQ THE CERTIFICATE
OF COMPLIANCE BEING ISSUED. ALL OF THIS INFORMATION, INCLUDING DETAILS, WILL BE REQUIRED ON BUILDING PLANS
PRIOR 70 ISSUANCE OF BUILDING PERMIT.
lighting notes
ARa VI DE 1"SCH 4D PVC GRAY SHE ATUAL CONDUIT UNDER PAVEMENT, LEASE HEAVILY
LANDSCAPED AREAS AND AS NECESSARY TO PROVIDE ACCESS TO ALL LIGHT FIXTURES/POLES AND
CONNECT BACK TO ELECTRIGA TIE IN LOCATIONS.
3. CONTRACTOR TO LEADNENATE LIGHT POLE AND GORD N LCGATION PLANE TO PAVING.
4, ALL ELECTRICAL CONDUP UGM PIPES AND FXTURES BHAL BE FURNISHED BY THE CANDEPLOR.
5. ALL CND OUIT ENDS ARE TD BE CAPPED TO PREVENT ENTRY OF DEBRIS.
ALL CONDUAMORE THAN 30' IN LENGTH SHALL HAVE A POLY STRING INSTALLED.
ALL ✓OIMSARE TO BESOLVENTWELDER
evel 4 Site Plan
sheet Title:
LIGHTING PLAN
sheet Number
C600

AND STRAW
?BED AREAS
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RETAIL (22200 ST)
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BUILDING OR' _ BUILDING
I TORE 2 STORY ---
IF (4,800 BE) // RET/lIL 0z'NOO SF)
/ OFFICE (12.600 SF) /
I
BUILDING "E" _ BUILDING ""
2 STORY — 1 STORY`
RETAIL (12,"A S`F) _ \ RE A/L ( �`
OFFICE (I2.6 SF) \
x \ �
PLANTSCHEDULE L c
UDO SPECIES MMING KEY QTY BOTANICAL NAME COMMONNAME Cal• HT' ROOT REMARKS S
DECIDUOUSCANOPYTREES
22.22%;AB 40 Amrb—gerianum Tritlent Maple 2.5" 32'-19' BBB Full, Motel, StraightMaTOTAL 30 Phtacia chimmok, Chinese Pirtade 2.5" 12'-19' B&B Full, Matd,Straight leaOF TRNUMEES 21 Log--anw indisa 'Natdax'Nrtchax Crape" 12'-14' B&B Full, Motd,SINGLELEADER y
180 19 ParrotM persim Parson Parro[ia I.5" 32'-39' B&B Full,Matd,Stralght Roder22.22% 40 Quarsusshumardii Shumerd Oak 2.5" 12'-14' B&B FUBMatd,StralghtMader 30 Ubnus pamij/nia'Elmer 11' Allea Elm 1.5" 12'-39' B&B Full, Matd,Straightheader
nN
EVERGREEN SHRUBS 'J
31.33% AG 80 AbelMxgrandiJhera 'Little Richard' Little Richard Abelia 15" Cont. FUB, Match ? w®fl fl���f�
CH 60 Cephabtaxus haningtonM 'Oaks Gardens' Prortrrta Yaw is- Cont. FUB, Match lUJ Il
TOTAL GJ 78 Gardeninjosmenoides'Kleim'sHardy' KHIm'sHardy Gardenia Is- Cont. FUN, Match �9 JC��Me
?'w VV
NUMBER 11.33% GS 90 Gelsemium sempervirens Carolina Yellow Jessamine 15" Cont. FUN, Match Z n^
OF 11.33% IC 90 Hat, cornuta'Carl=' Carina Holly 1S- Cont. FUB,Match 2 w Thames.,
SHRUBS R 73 BeKvma.,cm,npacta' Ccmpacta Holly 15" Cont. FUB,Match i w fill fill IIIICUJ
706 11.33% N W Beawashoria'SchillinBs' Dwarf Yaspon Holly is- Cont. FuB,Match
LC 67 Loro eNskmachI mab ver-robum'Daruma' par MLor p p opatYum 35" Corrt. FuU, Match � w 111 West Main Street
UPST Pl 30—malauroaaraaus'Sehlplranemis' Schip Laurel 15" Corrt. FUB, Match ll o Durham, N.C. 27701
VST BY 78 RhaphaohpsMlndlm'Springtime' Indian Hawthorne - 15" Corn. Z.
Motel Z ° p 919.682.0368
VUAS *CA, AND HT. REFERS TO SIZE OFPLANTMATERML ATTIME OFINSTALATION. ALL PLANTMATERAL SPECIFIED MI6IM11TOR EXCEED THE PLANTCAL, AND M. ATIIMEOFINSTALATfON. m f 919.688.5646
•DECIDIWUSCANOPYTREES MUSTMEETOR EXCEED MINIMUM CALIPER REQUIREMENTS SHOWN ABOVE TO MEETMM/MUMCHYOFDURHAMORDINANCEREQUWEMENST. ?� vaww.gtpa.com
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— — — — — — — — — — — —
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_ _ _ _ _ _ _
— — — — —
4950 Durham - Chapel
— — — — — — — — — — — — — — — — — —
— — — — — f -------------
— — — — — — —_ _
_ _
Hill Boulevard
— — — — — — — — — — — —
— — — — — — — — — — — —
— — — —
r
SEED AND STRAW
SEED AND STRAW
e
DISTURBED AREAS
DurOc, County
DISTURBED AREAS
_ _ _ _ _ —
oraro Ina
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1 LANDSCAPE PLAN
D 25 SD 100
�'O%�Y goo`,•
S.
bn_.-1 m7E�
rANC
GL 9
LANDSCAPE NOTES
VUA CALCULATIONS
STREET TREE CALCULATIONS
as
PRELIMINARY -DO NOT
1. LANDSCAPING MIST BE IN PLACE PRIOR TO POOREST FOR A CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE
15, PINE STRAW SHALL NOT BE USED AS MULCH OR GROUNDCCVEF WITHIN TEN FEET OF ANY STRUCTURES CONSISTING OF
DESPAIRS
TREES SHALL BE PLANTED AT A RATE OF ONE 2—INCR CALIPER CANOPY TREE PER 2, 000 A OF
STREET TREES SHALL RE PLANTED AT A RATE OF ONE 25' CALIPER TREE PER EVERY 40 LINER FEET
USE FOR CONSTRUCTION
COMBUSTIBLE CONSTRUCTION AS SPECIFIED BY DURHAM CITY CODE SECTION 46-8]
VEHICULAR USE AREA SHRUBS SHALL BE PLANTED AT A RATE OF ONE PER 250 SF OF VEHICULAR USE
OF ROW (MINUS DRIVEWAY WIDTHS), LOCATIONS OF TREES MAY BE VARIED AS LONG AS THERE IS A
2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, DEPTHS, OUAVTITIED DISTANCES ANGLES AND SLOPES PRIOR TO ORDERING
MATERIALS OR INSTALLING PROJECT,
16. FOft STREET TREES WITHIN SYGHT DISTANCE TRIANGLES. TREES WILL BE LIMBED TO EIGHT FEET HIGH, AS MEASURED FROM
THE GRADE
AREA.
MINIMUM OF ONE TREE EVERY 100 LINEAR FEET OF STREET FRONTAGE
JOb Number: 1744
OF THE STREET OR DRIVE, PER UPS PARAGRAPH 123.1D3.
TOTAL LAUA AREA = 176,389 OF
STREET A''
3. IN AREAS OF GROUND COVER MAIMNN A 12" MIMMUM 111TANCE BETWEEN PLANTS AND HARD IMPROVEMENTS.
i]6, 3d9 / FAST = 59 CANOPY TREE5 REQUIRED/PROVIDED
1,655 LE / 40 = 42 STREET TREES REPRISED
Drawn
JSA, PBR, EDM
1l CANOPY TREES SHALL BE PLANTED AT LEAST 18 FEET APART.
1T6.389 / 250 = T06 SUANUBS REQUIRED/PROVIDED
TREES PROVIDED = 42
Checked
JSA, PBR
4. BED LINES SHALL CONFORM TO CONFIGURATION SHOWN ON THE PLANS BED LINES SHALL MEET CURBS N'ALXS, BUILDINGS, ETC. AT
Date
05-01-2018
R/CANT ANGLES UNiE55 5110WN OT.vERW/SE.
HE DECIDUOUS UNDERSTORY TREES SHALL BE PLANTED AT LEAST 12 FEET APART,
151 OF TOTAL VUA AREA REACHED FOR WA PLANTINGS = 26.459 SF
DURHAM CHAPEL HILL BLVD'
Revisions
5 CONTRACTOR SHALL VISIT THE SITE AND FAMILWRISE THEMSELVES WITH ACTUAL CONDITIONS AND VERIFY EXISTING CONDITIONS IN THE
19, THE SPACING BETWEEN CANOPY AND DECIDUOUS UNDERSTORY TREES SHALL BE AT LEAST SOX FEET.
TOTAL VUA PLANTING AREA PROVIDED = 36,610 OF
38,610 SE / 176,389 SF = 221 OF TOTAL VUA AREA PROVIDED FOR PLANTINGS
1,395 LE / 20 = TD STREET TREES REQUIRED
TREES PROVIDED = 70
FIELD. CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO LANDSCAPE ARCHITECT,
20. SHRUBS SHALL NOT BE PLANTER CLOSER THAN THREE FEET ON CENTER.
*STREET TREES PRONGED EVERY 20 PER PENDING PATTCRSON
PLACE DESIGN DISTRICT ZONING
6, CONTRACTOR SHALL ACCEPT ACTUAL CONDITIONS AT SITE AND PERFORM THE WORS' SPENDED INSAUJING FINE GRADING AND
INCORPORATION OF TOP SOIL INTO PLANTING AREAS, I✓ITHOLS ADDITIONAL COMPENSATION FOR POSSIBLE VARIATION FROM GRADES AND
21. TREE PLANTING AND SITE LIGHTING SHALL BE SEPARATED BY A MINIMUM OF 10 FEET
VEHICULAR USE AREA TREES AND SHRUBS HAVE BEEN DENOTED AS NUA) ON THIS PLAN.
TOTAL NUMBER OF STREET TREES PROVIDED = 112
CONDITIONS SHOWN WHETHER SURFACE OR SUBSURFACE, EXCEPT AS PROVIDED EDR IN CONTRACT DOCUMENTS.
p
VUA VISIBLE FROM STREETS
STREET TREES HAVE BEEN DENOTED AS (SD ON THIS PLAN,
T. IN LAWN AREAS, 2" TOPSOIL SHALL BE TILLED INTO THE TOP 5' OF GROUND PRIOR TO SEEDING
B. CONTRACTOR .1 CURTAIN WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT FOR ANY PLANT 1111 AVE OF —1,, SIZE, OR 1 PE
PROVIDE A LANDSCAPED AREA, ADJACENT TO AND OUTSIDE OF THE STREET ROW OR ACCESS EASEMENT.
OF CONTAINER
EQUAL TO SIX SQUARE FEET FOR EACH LINEAR FOOT OF STREET FRONTAGE, LESS DRIVEWAYS.
ONE CANOPY TREE GEORGES PER 40 LF OF STREET FRONTAGE (LESS DRIVEWAYS). ONE SHRUB
9. CONTRACTOR SHALL LOCATE AIL UNDERGROUND UTILITIES PRIOR To CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE PROTECTION
OF THESE UNLUE5 DURING INSTALLATOOR AND SHALL PROMPTLY REPAIR AND RESTORE SERVICES AT NO ADDITIONAL C05T TO THE
REQUIRED PER 3 LF OF STREET FRONTAGE (LESS DRIVEWAYS).
evel 4 Site Plan
OWNER IF DAMAGE OCCURS DARING INSTALLATION CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE FULL SET OF
TOTAL STREET FRONTAGE = 1,689 LF (STREET "A" AND DURHAM CHAPEL HILL BLVD)
Sheet Title:
CONSTRUCTION DRAWINGS AND SPECCUSHIONS FOR COORDINATION WITH UTILITIES, ARCHITECTURAL FEATURES. ETC.
1,689 LF X 6 SO = 10, 134 5P LANDSCAPED AREA REQUIRED/PROVIDED
10, CONTRACTOR WILL LEAVE DISTURBED AREAS LEVEL AND RAKED SMOOTH, REMOVING ALL ROCKS AND ENGINES,
1,689 LF / 40 = 43 CANOPY TREES REQURSHERRODDEB
1,689 LF / 3 = 563 SHRUBS REQUIRED/568 SHRUBS PROVIDED
11. MULCH IS TO BE A 3" LAYER OF TRIPLE SHREDDED HARDWOOD MULCH. MULCH IS TO BE KEPT AWAY FROM TREE TRUNKS.
PERIMETER VEHICULAR USE AREA TREES AND SHRUBS HAVE BEEN DENOTED AS (VUAS) ON THIS PLAN,
/t C�+l�
LANDSCAPE
12, ANY DAMAGE TO EXISTING CONDITIONS OUTSIDE THE CONTRACT LIMITS, INCLUDING CURBS. SIDEWALKS TURF AREAS AND PAVING, SHALL
PLAN
BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR WITHOUT EXTRA COST TO THE OWNED
13. IN CASE OF D15CREPANCY BETWEEN THE QUANTITY OF PLANTS ON THE PLANS COMPARED TO THE PLANT LIST, THE CONTRACTOR SHALL
SUPPLY QUANTITIES AS SHOWN ON THE PLANE
sheet Number
14. ALL UNPAVED SURFACES ARE TO BE COVERED IN PLANTS, MULCH OR GRASS
C ■7OO

BLDG
/Z TOOLED CJ 1/2" PREMOLBED
SCORING PATTERN BITUMINOUS EXPANSION
JOINT AS SHOWN ON
U T
j p
TOOLED EDGES �I.1/2 PLAN (20' O.C. MAXJ
I w
Q N
L
_ _
III III III III III —III III L —III
—III =1 I9BIAl ICOM
m
7 �
PACTED SUBGRAOE
98%
TYP CONTROL JOINT IN UPPER 1z TYP EXPANSION JOINT COMPACTED EXPANSION JOINT
4 9" CONCRETE PRVING SVBGRAOE
9 AT WALL
a a a UPPER 12'
DUPaclm ancxru FN5 of GARB D ee LCAL ITI
-CONTRACTION JOINTS SHALL BE FOOT SAT 10 MAY
RN e mmPAaeD eacuFlLL INTERVALS. EXCEPT THAT A 18 FOOT SPACING MAY BE
RWL 1l/c AIIAIENT PavEMENT USED WHEN P MACHINE Is USED ON WHEN SPTISFPCTO Rv
'e t!/ SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHoul
R OF ATES A' FOOT
0
i
J a
������
a a A w y y w w ✓ 'I' NOTES:
w N w W W
= - - -colic o � �1/
n �� \�3� CARL - - cE CONCRETE SPACNGE MAY BE ALTERED BYTHEENGINEER TO PROEVENT
.� POLO Psl UNCONTROLLED CRACKING.
2 a
QZ ha n� es—
OMPACTED SUBGRADE U N N GRA55 (PARKA 1) 4' THICK CONC_ 4000 PSI MIN_
W W H,
_ �To`?ro8 oil
�I I a a o� sT ONE RACE MATERIAL -CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF
WWI
L Il LI u u
2) ALL SIDEWALK ARE TO HAVE MAXIMUM
TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
II III I
=III III1 ` WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A
Q a
1 8% CROSS SLOPE
6' 6' - — — - MINIMUM DEPTH OF 1 112" SHALL BE MAINTAINED.
-_ — — -
T09
I x
_ u, 111 West Main Street
3) USE 1/2" BITUMINOUS EXPANSION
NOTES: JOINT A MAX. OF 20' O.C. AND
_—_—
C—A
TCPIZ'OCDNPACIEEUE
AASNl0 l99 [TnIE ATEIIIAL U1 PEAIDW11F1 STpNE CONCRETE FOR CURBING SHALL HAVE A MINIMUM
COMPACTEDEi =III-- COMPACTED SUBGRADf
AND ONSH ROLLED, FE 1. 1111A 0IOOY AASHTO IB9, �I —III COMPRESSION STRENGTH OF POOL PSI AT 28 DAYS
AT UWO, CD0.2B1 III =III=III
D O Durham, N.C. 27701
D 'D P 919.682.0368
Z
WHENEVER CONCRETE WALK MEETS FIXED
I. ALL CONCRETE POLO PSI.
JJ
CONTRACTION JOINTS SHALL BE FILLED WTH JOINT
p O t 919.699.5646
OBJECTS (IE. CURBS. BLDG. ETC,).
2. ALL SIDEWALKS SHALL 8E CONSTRUCTER WITH TOOLED 7/4" EDGE EXPANSION JOINTS THAT ABUT BUILDINGS
RADIUS 5' JOINT TO JOINT WALL SHALL BE SEALED WITH A FOAM
3. BROOM FINISH a UNLESS OTHERWISE BACKER ROD AND ELASIOMERIC SEALANT.
4. SIDEWALK CROSS SLOPES ARE TO BE A MAXIMUM 1,89 NOTED ALL CON57RUCTION JOIM75 AND
-ALL
SPILL CURB AS REQ. — FILLER.
IR- III RAII IIIR=
-JOINTS SHALL MATCH LOCATIONS WITH JOINT IN ABUTTING
SIDEWALK.
m
a W %cjtpaxorn
EXPANSION JOINTS IN NCDOT
It H ut
ROUGBROOM RIGHT-OF-WAY SHALL BE SEALED PER
FINISH SMOOTH
TROWELED C.J. NCDOT STANDARDS AND SPECIFICATION.
W/ TOOLED
1/4" RADIUS
-EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT
INTERVALS AND ADJACENT TO ALL RIGID OBJECTS,
BEACON
Iffi
PROPERTIES
—
�� CONCRETE SIDEWALK GRASS DR CURB & GUTTER
CURB AND GUTTER
C800 noscale PLAN VIEW
CU noscale
—I'-o"—
�R
SIGNS eoLTEIS TO WALL
F
Project:
I I R-J-J,E-TTYPT
OAKRI DG E
APE PFF1—'ASe.
couas£ vuc£D
IN Two LAVERS
AS
A"- TYPE 5-9.5 B SURFACE COURSE
PLACED AN TWO LACERSS
o o �
"
112 WIDE JOINT,
ELASTOMER C SEALANT
FOAM BACKER ROD
M'U G
L- J
r--�
RE
�--J
s" "N"CATE e4sE
o e so IMEALIE COMPACTED
e' AGCR£GATE BASE
o ° so COURSE COMPACTED
EXPANSION JOINT MATERIAL
9"
5 0 BUT]NG RE AD
M
HEIGHT
COMPACTED SUBGRADE
COMPFlCTEO SUBGRAOE
NEW SIDEWALK OR PAVEMENT
EXPANSION JOINT
FINAL PAVEMENT SECTION IS PROVIDED BY
FINAL PAVEMENT SECTION IS PROVIDED BY
PARKING GARAGE SURFACE
GEO -TECHNICAL ENGINEER BASED SITE SPECIFIC
GEO-TECHNICAL ENGINEER BASED SITE SPECIFIC
GEC) TECHNICALREPORT
CEO TECHNICAL REPORT
COLORS
--TEXT AND BORDER: GREEN
--WHITE HC SYMBOL ON BLUE
9H NO PONCKGROUND
--BACKGROUND: WHITE
4950 Durham - Chapel
P
MECHANICALLY FASTEN R7-8
HIII Boulevard
SIGN TO FINISHED WALL SURFACE
Durham County,
LIGHT DUTY ASPHALT PAVING
HEAVY DUTY ASPHALT PAVING
PAVING ADJACENT TO BUILDING
ADA SIGNAGE
North COr ONN,
Cam/ noscale
TTC8100 noscale
Cam/ noscale
C800 noscale
CA
=y
z4° �w rma Yo ^T i x
_
�I., SECTIONx B-B
V x'
0006=i
wFh
24'
NOTES:
�IEIGLDsPE�IFI�ATIDNs. % BUILDING WALLLLA OTTH6MFACLOMP TETs;m
IN ACN�ADAN
2. DO NOT SCALE DRAWINGS.�j9
16.5^ CONCRETE PAVING
-4,''�' Y..�.�.„...�.�.•,O,
PRELIMINARY -DO NOT
IIlh-7
6" THICK CONC RAMP
MIN
USE FOR CONSTRUCTION
P
x, ®,
SECTION A
ISOMETRIC VIEW
BROOM FINISH
PLANTING
�6'-0" SURFACE
\K 6" CURB
24 GAF
24 WHITE CROSSWALK LINE
24,
F T T l
LOOPS IN PAVEMENT
Bob Number: 1744
D
AZS
JSA, PR,EDM
Checked
Date
A'.
JSA, PBR
05-01-20 18
Cl
.xv
x° no rux �mx rTxe ox .n.�..�.k •••••"••
NTro xo i•�:'"'�wx,"w. a.µ°°�.°�xr
m uvu.a.uar aoEx°E wvu°xo emxne xr. .wmx°xe xnrKe..Tx uoxr_auaw. 4 I
R
PLANTING 6"
"
6 24
cRDulvo Lfvf I za"
6
ReVlsions
5'-0
SURFACE
�ll1, 11rI �111=1I II-1I1-
v a
E
OO OO OO OO OO o
o
mD
SURFACE of
K
PARING LOTI
24
1
suRFACE MouNT IL l l L IiI L
oR EMBEDDED z6�
o x l l
OO OO OO O° OO ,xE e"aE
O
CURB
WHITE
AL EEL
GALVANIZED
1111 4 site Plan
IgE xoT i
6,
PIE
P PECBLACKEFINISH
�
Sheet Title:
"orE'
THAI ARE ACED o EACH
HIGH VISIBILTY CROSSWALK STRIPING
oT�EREsuaLL BE sPace2 aACKS
1 LEasA3INCITE
APART. BICYCLE RACKS SHALL BE SPACED 24 INCHES
PLAN VIEW
FROM WALLS, CURB FACES, PAVEMENT EDGES, AND
OTHER OBSTRUCTIONS. (UDR -TA)
DETECTABLE WARNING OOAES e°oax.x ewhe o.w.
B. nx ranox nom
MET 1
NOTES
I. SEE SPECS FOR PAINT SPECIFIGATIDNS
$IiB details848
005
948. U5
2, ALL PAVEMENT MARKIN95 TO BE PAINTED WHITE: HANDICAP 5LANDS PAINTED BLUE
NCDOT
ADA RAMP
ADA RAMP -CURB RETURN
�� CROSSWALK STRIPING
10 BIKE RACK
sheet Number
C800
no scale
C800 no scale
C800 no scale
Q 00
C800 no scale

uT
C y
Figure 4, Required Tree Protection Fence Detail
F y
L MIAWJIN6 S
Te�OOF SHALL BE MhpE OF 40'
�xna.e veATw.Tev,aL
ATE TD THE
AA FFH In THr FIEm
C�
u a
2 LETTMSHALL BE 3' HIEN MINIM K NO TRESPASSING
L >
C�rw.Y LE�wa.E, ANo SPACED As TREE PROTECTION AREA
r
B. s1eNs ARE TO SE P ACEv No
GREATER THAN FT. ON CENTER. PROHIBIDO ENTRAR
TRLATA FLARE A,ALL BE VISIBLE AND AT GRADE
S
IN IELL DftNNEO All
G
j ��� ���`
EAc
4. PLACE 51(iN AT EACH END OP LINEAR ZONA PROIECTORA PARR
P+OTECnoN AREAS Arro Ioo OS. AR�
TpEE crzArE
REMo� ALL rlEs AID reARLAP FreDw roP �,
of RcoT L3au
�a
i ���
5. FOR TREE PROTECTION AREAS LEI N DE
THAN tOO Fr. IN PERIMETER, PROVIDE SICTAIL.
NO LESS THAN ONE SIGN PER AREA. NO SOLE
PLANT SHALL GEAR
SAME RELATIONSHIP
TO FINISH GRAPE AS
WAS GROWN
e IvcN
Us
REMOVE TOP Faom OF AL BASAET WHERE PRESENT
ANY XIE ,REE PT
re
Z
2 aThames-
g
L.
b. ATTACH 516N5 SECURELY TO FENCE
TO
qG, EDEPTP
IPErJFiED SOIL"' FIRMLY TD SErTLE
z
1
AND IB PosTs BRic. POSTS
193 L STD)
�. TH OUSNI �PrT"ON OF �ET S�
b. ADDITIONAL SIGNS MAY Be REQUIRED SHOWN ABOVEi SEE NOTES
FOR OONSTRL'OTON AND
3" MULCH LAYER
KEEP AWAY FROM
BASE of TRUNK
REMOVE TOP 1/3 OF
BURLAP IF B&B
FOOT
s„
<
" o - '
o
cuN�RErE suEwALk
z >< 111 West Main Street
u c p 919.682. 368 701
Z
!J m f 919.688.5646
GAS® ON ACNAL FIELD OONDITIONS.
SPACING INFORMATION
III
y 8=
meu
srrrla orzv N rrnlN a cI+ WILT rrzElvcl+
I'll
� W W W.c t a.com
P
b. DOTH cN6LIsN AND SPAHLSH SHALL
BE VS® FOR TIE SV6N$. ORANGE, W RESISTANT
TREN6W-o- O.C. MAX. ro> Y i s AeTMWG
/�T .
SAUCER WATERING
RING OE NOT IN BED)
_
_ TneT'
IF SHOWN ONWDRAWING W/FH SCOAS W SUAL
SHAND TAN DR IN rs E IF No A ✓ACE
AN DTREEM
OREEXTENA -LP EFTO EXISTING
-_ SOIL MIX - SEE
fm - - -
I ; D, gp _ _ ��
Q,
eACKFIu wnH saECREO soil
Tree Prdec6an Area
�eN
SPECS
e
11 -i111151119151151114p
� — �— — = � �
CRUSHED STONE DRAIN SUMP WGO FILTER
FAIDEP WILIP. ALL ADES
BEACON
�'
Do Not Falter
I
LOOSEN SUBSOIL AND
MOUAD UP BENEATH
_ —III— =61 I I I=III—III—III=III=I I I— =I I I— =11'
LIJ — =ff ff ff ff fj=fff =
L L L L I —III —I L L L —
e KnLL wnv sPEaFED sort loc ,aFlvc ,
PROPERTIES
P
4' MIN.
3 BILL WIDTH
l ROOT BALL
III— — — —
I I —III �� NAC PIT WIDTrr - I)-� F�
a" avc IDAW ATE crsAOIIc vuw
Eb9TNB
GRAVE
,All
1, COORDINATE WTIH SITE A WINGS FOR ANNUAL
N
CLAINS,TWWITHE STRIPI
ewsnNe 11-1j^
_ 911BBRADE �,
]' MN
4 FOOTS
DRAINS, e(/r MAIMAM 4 FOOT
SIDEBOARD,
SEPPFATpN.
i—I—
ll�l
TREE PROTECTION FENCING
MTEI1�CTTIONKnE95I6NA6EPRIM TOC.ALLIMSFOR HEINmAL
TREE PROTEMON FENCE
C801
SHRUB DETAIL
no scale
TREE PLANTING DETAIL
C801 NOT TO SCALE
C801 no scale
Project:
OAKRI DGE
qqryry [,q W p
6 P llT H�RF IJ BtT ItLllTH ALL WOOD TO BE PRESSURE TREATED FOR EXTERIOR USE
VERIFIED PRIOR TO
CONSTRUCTION ALL METAL POSTS. HINGES AND HARDWARE TO BE PAINTED b 6MU ARCHITECTURAL
-� BLACK sal EBLacK
Il
T T"conos ArvT
Ex InzE c EN er
ELD,
MITERED & WELDED ANGLE FRAME CORNERS Ao.IACENT euiLDinc-s)
" GALVANIZED BOLTS C2 PER BOARD AT EACH END)
TREATED I"X4" VERTICAL IT' SPACE CANE BOLT
EXTERIOR FACE ONLY 1 PER
TO SECURE GATE
DOOR C4 TOTAL)
\
DDT equ
-
7,0„ ABLE
3Ax3V " ANGLE FRAME CLOSED
TO BE LOCKED IN
POSITION ONLY
Iva+ r I, DA HADD , IOA
7 r— 0' HEAVY DUTY HINGE-3 PER GATE
/
a v DR IN IN MCA PE-1
Acr, Fiu TRENCIr wIrII s
6p" P PIPE SLEEVE I8" TURN
TACKED TO PIPE COLUMN Dow PAD
L, ExlEvo rN uNE
rD KS ADdAccrvT IREE
rDE
01 IDIAGAT
4',,' PLATE. WELD ENDS TO ANGLE O CONCRETE PAD
C
LU_ COMPACTED SV@CRADE
IS -1
AA ' 0 0 SCHEDULE 80 POST FILL w) CONC TEELL
GSE-I- -I
10'0" 17'0"
�
° °
T'P
FACE of cuae
4950 Durham - Chapel
Hill Boulevard
4, cONc. FOOTING
ANS'
,PEE - E5D EF
I
Durham County,
SCREEN WALL AND PAD
CANE BOLT
NGTtn cRTDuDD
_CANE BOLT
EXTERIOR
FACE OF DOOR ro NNARY SCREEN WALL
onuHupR„
�ARp
a" 6oLLARP (TUA.)
1'6" (SEE DETAIL T,vIS SHEET) (sE T I Tlrrs svEET)
i-°�
SONRr cna
Mo MATGN WALL 6LGCK
,o`N
F
GATE AND PIPE COLUMN
6'0"
7M
,4BA11. R D
INeRour FiLLen c.
o
— —i
s
* �y
earvE BOLT/0
LATcr+ FAILE
CELLS
ti'�•,'�*
Hrs scTarl� o
A FErER
FADE HiaK�1
@LOCKCOLOR ANC
DEL DRAI GF NP
R I um00
oI %nw�'se 9
" a' snl.
3e STIFF 5 ISLv. sr
eo
L
11
AFT -ANT BUiLAINGS)
a -°
PRELIMINARY -DO NOT
n ��FT�\/ -I Ir aoLLarzDEE
H P n 1 CONSOLE PAD
USE FOR CONSTRUCTION
TREATED I'X4' VERTICAL 8'0 o 9,4"
ON OUTSIDE FACE OF DOOR
6' P SCHEDULE ao B'0°
uoo�Me rei oNTA1
�oiNT Ra NForscFMBNT everar
Job Number: 1744
® STEEL GALV. POST 6'SCH. eD
//j�///(� 3'6'
2NO Loma
c GO 6Roovea
(SZ`MA HATES BRUP BEAM u33"x3Ax�"
Drawn
JSA, PBREDM
CheckedJSA,PBGALVANIZED
ANGLE IRON (SOEE PETAL /'
A-M R-INE/WITH
05-01-2018
BOL 6 z" P PIPE SLEEVE T) 0 14'0"ROTJ
6 0
3" TALL -TACK TO COLUMN 1
8
ru
TEour ALL�i ,BELO
BELo+eKNw
rvisrs
RcoT PAT,v LArDwr
A' cures
Revisions
4'0"
.�
ft
?G" STIFF 6' 0 SCHEDULE 80 P
AMil
v ,NPR
iorFs.
PEaIDDs DF WET DR FREEZING sort cDNDmDNs
STEEL POST A,
HINGE CTVP) �10'0�17'0"�
-
=.///// T
i
IS MIN
TU'Uj�
D LAOS ACE FurewSvrNcs ADD
1 I H ry ALL
GONATrorv.
E DUG z OC ES DEEP AND 4
-
sysEl✓
0 3 PER COLUMN
0
-� �, P PIPE SLEEVE (+
ENCLOSURE PAD 12'
fV
_ ., -A Rs 1. 1 1-E, 3
V.3 Bn
�� IN
/// ///�F�l
E' ���'/
OFeOMuAALL eWOOD
a ArvD+Es K"ALL
WIDE POLVETHrARE urvDERCRouND TAPETACKED
suecrzADE
_evel 4 Slte Pla6
sheet Title:
TO PIPE COLUMN To SHELE
GATE WTl/!/%
As REmI✓I✓ENDED sv T,vE
METAL FRAME
oR UNoisTUaeEo
RADESAue
I,wNUFAcrureEre.
TR
AFTER �AE
i .E RErvcl
HINGE AND PIPE COLUMN BOLLARD
SCREEN WALL SECTION
Al-1 IA AIE
AND RN TIEDDM '1DN D L
US PAMIT IS ARNALLIA.
" n" s'R" ° -11
site details
RESIDENTIAL /COMMERCIAL DUMPSTER ENCLOSURE
ROOT PATH LAYOUT DETAIL
sheet Number
C801 NOT TO SCALE
C801 NO SCALE
80

16" 'TO-eGTON
270 —0'
i■ i■ I i■ i■ I i■ i■
IG PR�PCTION �" F�JTI�
1.001
0 4 8 IF 24 40
Eleva on
SCAB IN F�
1.02
Elevation
0 4 a Iz 2ir as
sJ�LE IN
1.03
Elevation
0 4 8 IZ 24 40
SCALE IN EEE"f
1.000
Elevation 0 4 e Iz 4R
SCALE IN
oho —11
Possible Siding materials
'~ Brick
= Masonry (Split Face)
- EIF
Cementous Siding
Metal Siding / Panels
hut Metal / Fabric Awnings
MASONRY 2k"pRo,��T,oN --* This symbol indicates possible change in
ROJE TI color or material
e" PROJ noN
24" PROJECTION
IG" FR01EGTCN 8" PROJECTION
1.02 1.03
1.01 1.04
2.01 N
2.02
Key Plan
U�ITEP
General Note:
Build in aaordancewith
the North Carolina State
Building Cade. 2018 Edition
and the ANSI Al17.1
Accessibility Code
REVISIONS
NO.
Y
L
Q
aA
@1 tray 9P11
2—
DATE 04127/19
DRAWN BY TB
JOB NO, 1907
SHEET NO.
0_1

41-1
FHH]IILU LLIIFHHH]I I I LIM ntl L-LU
2.01
0 4 8 12 24 40
Elevation
SERE IN FEET
41-0
LLU � � LLLI � � ff] � � � LL-L] LLL
2.02
Elevation 0 4 8 12 24 45
5GFJE IN F T
A',-5
0 F1MP � a
IG" 'FOJECT10N ?4 FRQ,EGTICN
2.03
0 4 8 12 24 45
Eleva on
5GFJE IN FEET
z4'-b"
17-71
❑❑ 0 ❑ ❑ ❑
24" fTOJEGiION
2.04
0 4 8 IZ 24 4b
Elevation
SERE IN FEET
Possible Sidina materials
Brick
Masonry (Split Face)
OF
Cementous Siding
Metal Siding / Panels
Metal / Fabric Awnings
This symbol indicates possible change in
color or material
1.02 1.03
E==[]
1.01 1.04
2.01
2.02
Key Plan
U�ITEP
General Note:
Build in aaordancewith
the Vorth Carolina State
Building Code. 2018 Edition
and the ANSI Al17.1
Accessibility Code
REVISIONS
NO.
co
C
0
w
a
(0
E
o_
Y
^IJ
W
Y
L
W
BA
ENT E
THESE DRASONGS. DESIGNS. AND
E 'CHITECT'l
IDIAL
@1tr."Ali
SH
IA
DATE 04127/19
DRAWN BY TB
JOB N0, 1907
SHEET NO. �%
A_CS

U�ITEP
General Note:
Build in aaordancewith
the Vorth Carolina State
Building Cade. 2018 Edition
and the ANSI Al17.1
Acoessibility Code
Oo0
0 4 8 12 24 40 �
Eleva on
5chIff IN
C� �771
L0
Oo00 REVISIONS
4 8 12 24 4B 0
Elevation NO.
5chIE IN F
c
0
co
c)
w
Oo0 L
0 4 8 12 24 45 U
Elevatoon a
5chIE IN FE," CD
Y
^IJ
W
Y
L
W
A.01 1.02 1.03 n BA
co
Oo00 A.02 1.01 2.01 1.04 0 0THESE DRAWNGS. DESIGNS. AND
o a a iz za 4a
�11RElevation WNA;Hr I,rC,s
�7EApPo
5chIff IN
."Ali 2019
©2.02 DATE 04127/19
Key Plan DRAWN BY T5
JOB NO, 1907
SHEET NO.
00

Celebrating 15 Years
SEPI September 22, 2017
E N G I N E E R I N G &
C O N 5 T R U C T I G N
Ben Wilson
Principal, Geotechnical Engineer
ATC Group Services, LLC
2725 E. Millbrook Road, Suite 121
Raleigh, NC 27604
Re: Protected Species Surveys
NC Durham Development
Durham, NC
Dear Mr. Wilson,
On September 15, 2017, SEPI Engineering & Construction (SEPI) performed a
federally protected species survey on the proposed 108-acre ATC Group Services
parcel located in Durham County, North Carolina (Figure 1). Per your instructions,
the survey area consisted of those areas of appropriate habitat located within the
approximately 40 acres of previously logged uplands that are located on the parcel's
southern border. Prior to preforming field surveys, the North Carolina Natural
Heritage Program (NCNHP) database was reviewed for known populations within one
mile of the study area. The results of the survey are provided below.
Federally Protected Species
Survey Results
Bald Eagle
No individuals or nest observed. A review
of the July 1, 2017 NCNHP GIS data
revealed no populations within one mile o
the project study area.
Michaux's sumac
No individuals observed. A review of
the July 1, 2017 NCNHP GIS data
revealed no populations within one mile
of the project study area.
Smooth coneflower
No individuals observed. A review of
the July 1, 2017 NCNHP GIS data
revealed no populations within one mile
of the project study area.
1025 Wade Avenue I Raleigh, NC 127605 1 Phone: [phone] Fax: [phone]
sepiengineering.com I @SEPlengineers

:17 -41 -",% .,- I&- -
A.
• � ti
� Ib or _

Ben Wilson
From: Eric Black <[e-mail]>
Sent: Sunday, October 29, 2017 5:52 PM
To: Ben Wilson
Cc: Rajit Ramkumar
Subject: RE: T&E Memo
Attachments: project_report_atc_group_services_study_si_9536_9536.pdf
Ben:
Attached is the NCNHP project review letter. There were no Federal T&E Species listed within one mile of the project
study area.
Thank you,
Eric Black
Eric Black I Project Manager
SEPI Engineering & Construction
1025 Wade Avenue I Raleigh, NC 27605
Direct: 919.747.5842 1 sepiengineering.com
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From: Ben Wilson [mailto:[e-mail]]
Sent: Friday, October 27, 2017 11:13 AM
To: Eric Black <[e-mail]>
Subject: RE: T&E Memo
Eric I understand that Wendee has left.
Please forward the report to Natural Heritage for their concurrence.
It looks like we are moving forward.
Benjamin V. Wilson PEA PRINCIPAL GEOTECHNICAL ENGINEER I ATC Group Services LLC
[phone] [phone] mobile
2725 E. Millbrook Road, Suite 121 1 Raleigh, NC 27604
[e-mail] I www.atcaroupservices.com
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From: Eric Black [mailto:[e-mail]]
Sent: Friday, September 22, 2017 11:26 AM
To: Ben Wilson <[e-mail]>
Cc: Wendee Smith <[e-mail]>; Rajit Ramkumar <[e-mail]>
Subject: T&E Memo
Ben
Here is the T&E Memo that we owe you for the Durham Site. I have also attached the PSA Shape file for you.
Thanks,
Eric Black
Eric Black I Project Manager
SEPI Engineering & Construction
1025 Wade Avenue I Raleigh, NC 27605
Direct: 919.747.5842 1 sepiengineering.com
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attorney -client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this message. If you receive
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North Carolina Departrnent of Natural and Cultural Resources
Natural Heritage Program
Governor Roy Cooper Secretary Susi H. Hamilton
I016101aQZMA
October 27, 2017
Timothy Black
SEPI Engineering
1025 Wade Avenue
Raleigh, NC 27605
RE: ATC Group Services Study Site -Durham County; SE17.152.00
Dear Timothy Black:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, or conservation/managed areas within the proposed project boundary. These
results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund
(CWMTF) easement, or an occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rod ney.butler&ncdcr.gov or 919.707.8603.
Sincerely,
NC Natural Heritage Program
MAILING ADDRESS: Telephone: [phone] LOCAMCN_
1651 Mai Service Center www.nenhp.org 121 West Jones Street
Raleigh; NC 27699-1651 Raleigh, NC 276133

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
ATC Group Services Study Site -Durham County
Project No. SE17.152.00
October 27, 2017
NCNHDE-4606
Element Occurrences Documented Within Project
Area
Taxonomic EO ID Scientific Name
Common Name Last Element Accuracy Federal State
Global State
Group
Observation Occurrence Status Status
Rank Rank
Date Rank
Natural 28796 Mesic Mixed Hardwood
--- 1996 BC 2-High --- ---
G3G4 S4
Community Forest (Piedmont
Subtype)
Natural 28797 Piedmont Bottomland
--- 2010 BC 3-Medium --- ---
G3G4 S2
Community Forest (High Subtype)
Natural 30519 Piedmont Bottomland
--- 2010 BC 3-Medium --- ---
G2? S2
Community Forest (Typic Low
Subtype)
Natural Areas Documented Within Project Area
Site
Representational Rating Collective Rating
Dry Creek/Mount Moriah Bottomland
R5 (General) C4 (Moderate)
Managed Areas Documented Within Project Area`
Managed Area Name
Owner Type
NC Clean Water Management Trust Fund Easement
NC DNCR, Clean Water Management Trust State
Fund
Durham County Open Space
Durham County: multiple local government Local Government
NOTE: If the proposed project intersects with a conservationtmanaged area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve (DNP), Registered Natural
Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.org/content/he lip. Data query generated on October 27, 2017, source: NCNHP, Q3 July 2017. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 5

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
ATC Group
Services Study Site -Durham County
Project No. SE17.152.00
October 27, 2017
NCNHDE-4606
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic
EO ID
Scientific Name Common Name
Last
Element
Accuracy
Federal
State
Global
State
Group
Observation Occurrence
Status
Status
Rank
Rank
Date
Rank
Butterfly
34564
Erynnis martialis Mottled Duskywing
1952-07-01
H
5-Very
---
Significantly
G3
S2
Low
Rare
Dragonfly or
33764
Somatochlora georgiana Coppery Emerald
2004-Pre
H?
5-Very
---
Significantly
G3G4
S2?
Damselfly
Low
Rare
Moss
23632
Dichelyma capillaceum Hair Claw Moss
2000-06-26
E
3-Medium
---
Significantly
G5
S1?
Rare Peripheral
Natural
28796
Mesic Mixed Hardwood ---
1996
BC
2-High
---
---
G3G4
S4
Community
Forest (Piedmont
Subtype)
Natural
28797
Piedmont Bottomland ---
2010
BC
3-Medium
---
---
G3G4
S2
Community
Forest (High Subtype)
Natural
14132
Piedmont Bottomland ---
2010-04-02
A
2-High
---
---
G2?
S2
Community
Forest (Typic Low
Subtype)
Natural
30519
Piedmont Bottomland ---
2010
BC
3-Medium
---
---
G2?
S2
Community
Forest (Typic Low
Subtype)
Natural
11625
Piedmont Bottomland ---
2010
B
3-Medium
---
---
G2?
S2
Community
Forest (Typic Low
Subtype)
Natural
30518
Piedmont Levee Forest ---
2010
A
4-Low
---
---
G3?
S2
Community
(Beech Subtype)
Natural
17259
Piedmont Levee Forest ---
2010
A
3-Medium
---
---
G3G4
S3S4
Community
(Typic Subtype)
Natural
29173
Piedmont Swamp Forest ---
2010
CD
3-Medium
---
---
G3G4
S2
Community
Vascular Plant
13698
Carya laciniosa Big Shellbark Hickory
2011-06-09
A
3-Medium
---
Threatened
G5
S1
Vascular Plant
36779
Orbexilum pedunculatum Sampson's Snakeroot
1898-07
H
5-Very
---
Significantly
G5
S1
Low
Rare Peripheral
Vascular Plant
1157
Scutellaria leonardii Shale -barren Skullcap
1988-06-14
E
4-Low
---
Endangered
G4T4
S2
Page 3 of 5

Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name
Common Name Last Element Accuracy Federal
Group
Observation Occurrence Status
Date Rank
Vascular Plant 22304 Tridens chapmanii
Chapman's Redtop 1894-08-21 H
5-Very ---
Low
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name
Representational Rating
Collective Rating
Dry Creek/Mount Moriah Bottomland
R5 (General)
C4 (Moderate)
New Hope Creek Bottomland Forest
R1 (Exceptional)
C3 (High)
Managed Areas Documented Within a One -mile Radius
of the Project Area
Managed Area Name
Owner
Owner Type
NC Clean Water Management Trust Fund Easement
NC DNCR, Clean Water Management Trust
State
Fund
B. Everett Jordan Dam and Lake
US Army Corps of Engineers
Federal
NC Division of Mitigation Services Easement
NC DEQ, Division of Mitigation Services
State
Durham County Open Space
Durham County: multiple local government
Local Government
Orange County Open Space
Orange County: multiple local government
Local Government
Orange County Easement
Orange County
Local Government
Durham County Conservation Easement
Durham County
Local Government
New Hope Creek Bottomland Forest RHA
US Army Corps of Engineers
Federal
Town of Chapel Hill Open Space
Town of Chapel Hill
Local Government
State Global State
Status Rank Rank
Threatened G5T3 S1S2
Definitions and an explanation of status designations and codes can be found at https//ncnhde_ natureserve.orq/content/help. Data query generated on October 27, 2017, source: NCN HP, Q3 July 2017. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 4 of 5

NCNHDE-4606: ATC Group Services Study Site -Durham County
October 27. 2017
i)
ProjeO Boundary
❑
Buffered Project Boundary
®
NHP Natural Area [NHNA]
Managed Area [MAREA]
Page 5 of 5
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Strickland, Bev
From: [e-mail]
Sent: Saturday, October 31, 2020 12:00 AM
To: [e-mail]
Cc: Goss, Stephanie
Subject: Pre -Filing Meeting is not needed for Oak Ridge - 20201343 Ver 1
The North Carolina Division of Water Resources has received the Pre -Filing Meeting Request Form for Oak
Ridge that you submitted on 9/30/2020 9:02 AM. The ID number for that project is 20201343, Version 1.
It has been decided that no meeting is needed for this project.
Project file link: https://edocs.deq.nc.gov/WaterResources/Browse.aspx?dbid=0&startid=1309302
When you submit your application please upload a copy of the attached document in this email.
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as
responses are not monitored.