20190499 Ver 1_PCN Form Submission_20190416

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Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20190499
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Raleigh Regional Office - [phone] Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Milano Ave
1a. Who is the Primary Contact?*
Alex Aycrigg
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
4/16/2019
Nearest Body of Water
Jordan Lake
Basin
Cape Fear
Water Classification
Class C
Site Coordinates
Latitude:
35.716878
A. Processing Information
County (or Counties) where the project is located:
Chatham
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.917456
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r- Standard (IP)
1c. Primary Contact Phone:*
[phone]

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:
P 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
39 - Commercial/Institutional Developments
F 401 Water Quality Certification - Express
F Riparian Buffer Authorization
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
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
19. 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?
Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?
C Yes r- No
2. Owner Information
2a. Name(s) on recorded deed:
Town of Apex
2b. Deed book and page no.:
13689/1283
2c. Responsible party:
2d. Address
Street Address
PO Box 250
Address Line 2
City
Apex
Postal / Zip Code
27502-0250
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
......... .........
3a. Name:
Same
State/ Rmnoe / Fiejion
NC
Country
USA
2f. Fax Number
r- Yes r No
r- Yes r No

3b. Business Name:
3c.Address
Street Address
PO Box 250
Address Lim 2
City
Apex
Postal / Zip Code
27502
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
irf apprqmte)
1c. Nearest municipality/ town:
Apex
2. Project Identification
State / Pmince / fbgion
NC
Country
USA
3e. Fax Number:
2a. Property Identification Number:
2b. Property size:
0721451759
14.63
2c. Project Address
Street Address
2850 Milano Ave
Address Lim 2
City
State / Pmince / Ibgion
Apex
NC
Postal / Zip (ode
Country
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Jordan Lake
3b. Water Resources Classification of nearest receiving water:*
Class C
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
030300020609
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 proposed Town of Apex Electric Operations Center site is located off Milano Avenue, approximately three quarters of a mile north of Humie Olive Road. Currently, the site is used
as an electrical substation. The site was composed of two parcels for a total of approximately 14.77 acres; PIN: 0721-45-1759, and 0721-35-8741; Zoning: RR -CZ in Wake County.
The site runs from a high point near the southern portion of the property to a low point towards the northern portion of the property. There is a 100' Duke Energy transmission line
easement that runs north to south along the west side of the site. The existing substation in located on the north side of the project. There are drainage areas running south to north in
a couple locations which fall to the stream located on the north east side of the site. In order to retain an existing 40" oak tree the proposed grading and finished floor elevations are
designed to accomrnodate the aforementioned oak tree. Retaining walls will be required.
A Traffic Impact Analysis for the facility and its subsequent improvements has been completed by Ramey Kemp & Associates
The extension of Milano Avenue is an additional design component of the project that will connect the two existing portions of Milano Avenue located on adjacent properties to the east
and wrest. The Milano Avenue extension will also include the extension of a 10' multi -use path for residents of the surrounding neighborhoods.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?
r Yes r No F Unknown
4d. Attach an 8 1/2 X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)

66W-0183 FigureCurrent Topo.pdf
510.34KB
4e. Attach an 8 1/2 X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Wake Soils Sheet.pdf 4.9MB
4f. List the total estimated acreage of all existing wetlands on the property:
0.18 acre
4g. List the total estimated linear feet of all existing streams on the property:
155'
4h. Explain the purpose of the proposed project:*
The proposed facilities of the electric operation center is a new construction designed to serve the growing needs for the Town of Apex. The main building, which will house the staff
offices and warehouse space is the prominent feature of the site. Two main driveways will create access for staff, delivery drop-offs and visitor parking. Two main driveways create a
loop all the way around the building and parking lots. Two gates will be provided for controlled access as well as a perimeter fence. The two service yards and substation can be
accessed by an internal roadway. These service yards will serve as a storage space for utility poles, transformers, ware spools and other line equipment.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
No indirect impacts are proposed or anticipated with this project.
4j. Please upload project drawings for the proposed project.
Town of Apex Electric Ops Center - Wetland Impacts_04.08.2019.pdf 5.8MB
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:
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): Paul Hughes
Agency/Consultant Company: F&R
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
11/7/18 Corps
5d1. Jurisdictional determination upload
Corps Approval Email.pdf 41.57KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other 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?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
V Wetlands r Streams -tributaries r- Buffers
r- Open Waters F Pond Construction
2. Wetland Impacts
—11
!a. Site #* (?) 2a1 Reason(?) 2b. Impact type * (?) 2c. Type of W. * 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*(?) area*
Ailano Parking P Small -Basin Wetland W 1 Pb Both 0.080
(acres)
29. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.000 0.080

2g. Total Wetland Impact
0.080
2h. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
All practicable efforts have been made in the design of the proposed facilities to avoid and minimize impacts to the wetlands, streams and buffered
areas Within the site. Stream impacts were avoided by use of a retaining wall along the edge of the rear parking lot. Retaining walls were added to
protect the wetland areas and other stream buffers along the north portion of the site. We are unable to provide the rear parking area and associated
facilities without impact to wetlands. We feel that the proposed design reflects a significant effort to protect the environment and allow for the
functionality of the current and future needs of the Town of Apex Electric Operations Center.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
All practicable efforts have been made in the design of the proposed facilities to avoid and minimize impacts to the wetlands, streams and buffered
areas within the site. Stream impacts were avoided by use of a retaining wall along the edge of the rear parking lot. Retaining walls were added to
protect the wetland areas and other stream buffers along the north portion of the site. We are unable to provide the rear parking area and associated
facilities without impact to wetlands. We feel that the proposed design reflects a significant effort to protect the environment and allow for the
functionality of the current and future needs of the Town of Apex Electric Operations Center.
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:
Impacts are below thresholds.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include oris it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
One intermittent stream on site has a buffer, but it is greater than 50' from the project.
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 15A NCAC 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
3. Storrawater Requirements
3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause
degradation of downstream surface waters.*
r Stormwater Management r Antidegradation
Plan Calculations
3b. Stormwater Management Plan
Stormwater Combined.pdf
3c. Antidegradation Calculations:
Comments:
G. Supplementary Information
1. Environmental Documentation
277.87KB
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*

r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15ANCAC 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.
Future activities Will be required to apply for permits to ensure no adverse impacts.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
C- Yes r No r- 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
5d. Is another Federal agency involved?*
r Yes r No r- Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees 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
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?
USFWS species maps for Wake County.
Consultation Documentation Upload
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?*
Site is not coastal and does not contain fish habitat.
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?*
SHPO approval
7c. Historic or Prehistoric Information Upload
SHPO approval.pdf 96.39KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*

r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
Floodplain maps
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
® By checking the box and signing below, I certify that:
. 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:
Alexander Aycrigg
Signature
,fCq
Date
4/16/2019

September 13, 2018
FROEHLING & ROBERTS❑N, INC.
Engineering Stability Since 1881
United States Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: USACE Agent Authorization Letter
Milano Avenue Site
2850 Milano Avenue
Apex, Wake County, North Carolina
Parcel ID No. 0721451759
310 Hubert Street
Raleigh, North Carolina 27603-2302
T 919.828.34411 F 919.828.5751
NC License #F-0266
The undersigned, registered property owner(s) of the above -note property, do hereby authorize
Froehling & Robertson, Inc. (F&R) to act on behalf of the current property owner(s) as the agent for
all actions necessary for the processing, issuance, and acceptance of permits or certifications
pertaining to Waters of the United States at the above referenced project site. This agent
authorization letter supersedes all previous agent authorizations.
Owner Signatur :
/
2nd Signature:
(required)
(optional)
Printed Name:
David Hughes
Printed Name:
for Town of Apex
Date:
0 9 .2 0 . 2 018
Date:
Organization:
Town of Apex
Organization:
Mailing Address:
PO Box 250
Mailing Address:
Apex, NC 27502
Phone Number:
919. 249. 3414
Phone Number:
Corporate HQ: 3015 Dumbarton Road Richmond, Virginia 23228 T 804.264.2701 F 804.264.1202 www.fandr.com
VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA
A Minoritv-Owned Business

l L K'i
USGS'New Hill, NC' 2016 Topo Map
FROEHLING i& ROBERTSON INC. Milano Avenue Site
Engineering • Environmental • Geotechnical CRA Associates
R 310 Hubert Street Apex, North Carolina
11 Raleigh, North Carolina 27603 1 USA
SINCE 1861 T 919.828.34411 F 919.828.5751Drawn: PMH Scale: Not Shown Project No.: 66W-0183
Checked: ENR Date: Oct. 2018 Drawing No.: 3.1

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From: Lastinger, James C CIV USARMY CESAW (US) <[e-mail]>
Sent: Tuesday, November 20, 2018 7:17 AM
To: Paul Hughes <[e-mail]>
Subject: RE: Milano Ave PJD Request
Paul,
Based on our site visit on November 7, 2018, the updated delineation sketch map received on 11/19/18,
accurately reflects the aquatic resources on site. Due to high workload volume it may take 60-90 days
for the issuance of a standalone JD. However, the delineation may be used for planning and permitting
purposes. Should a permit be needed and a PCN is submitted to this office for review, the JD may be
issued at the time of permit verification. Please let me know if you have any further questions or
concerns.
James Lastinger
Regulatory Project Manager
Raleigh Regulatory Field Office
US Army Corps of Engineers, Wilmington District
ADDRESS: 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587
Tel: [phone], x32
Cell: [phone]
Fax: [phone]

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ALL DISTANCES SHOWN HEREON ARE U.S. SURVEY FEET
HORIZONTAL GROUND MEASUREMENTS
AREA DETERMINED USING D.M.D. METHOD.
REFERENCES- DEED BOOK 13689, PAGE 1283
BOOK OF MAPS 2009, PAGE 930
PROPERTY ADDRESS- 2300 MT ZION CHURCH RD
APEX, NC 27502
PROPER TY IS NO T L OCA TED IN A FEMA FL OOD ZONE PER
PANEL #0721, MAP # 3720072100% EFFECT/VE DA TE MA Y 2, 2006
CONTOUR INTERVALS = 2 FOOT
EL.EVA TIONS BASED ON NA VD 88
1, STALEY C. SMITH , do hereby certify that this plat
was drawn under my supervision from an actual survey made
under my supervision using references shown hereon; that
the boundaries not surveyed are shown as broken lines plotted
from in forma tion shown hereon; that the ratio of precision
as calculated by latitudes and departures is 1. _ 10,000 + _;
that this plat was prepared in accordance with G. S. 47-30
as amended. Witness my original signature, license number
and seal this _ 25TH _ day of __ OCTOBER __, A.D., 2018.
This survey is of an existing parcel or parcels of land and
does not create a new street or change an existing street.
STACEY C. _SMITH certify the grid tie as shown
was determined from an actual GLASS survey made under
my supervision and the following information was used to
perform the survey.
Class of survey ___ A
Positional Accuracy 0.03 U.S. SURVEY FEET_
Type of GPS field procedure: COR�RTK
Dates of survey 10-24-2018
Datum/Epoch: NAD 82011_—__--
Published/Fixed—control use: NC CORS "NCJL"
Geoid model.. _ 2012__
Combined grid factor(s): 0_99989727
Units.. U.S SURVEY FEET
NO TES:
(a) THE PROPERTY SHOWN HEREON IS SUB✓ECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
(b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
(c) THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE
OR NON-EXISTENCE OF ANY UNDERGROUND UTILITIES,
BURIAL GROUNDS, OR ANY SUBSURFACE FEATURES
THA T MA Y OR MA Y NOT BE PRESENT ON THIS SITE.
(d) THIS MAP DOES NOT MEET NCGS 47-30
REQUIREMENTS FOR RECORDA TION.
EXISTING CONDITIONS NOTES
1. OTHER APPROPRIATE MEANS INCLUDE, BUT ARE NOT LIMITED TO, A
REGISTERED FORESTER'S OR CERTIFIED ARBORIST'S REPORT
REFERENCED TO -SCALE DIGITAL PHOTOS, A REGISTERED
FORESTER'S OR CERTIFIED ARBORIST'S REPORT REFERENCED TO
AERIAL PHOTOGRAPHS. AERIAL PHOTOGRAPHS ARE NOT AN
ACCEPTABLE STAND-ALONE MEANS OF DOCUMENTATION FOR TREES.
2. RIPARIAN BUFFERS ON PERENNIAL STREAM ARE MEASURED 100
FEET FROM THE TOP OF THE BANK ON BOTH SIDES OF THE STREAM.
RIPARIAN BUFFERS ON INTERMITTENT STREAMS ARE MEASURED 50
FEET FROM THE TOP OF BANK ON BOTH SIDES OF THE STREAM.
3. IF THE SITE DOES NOT CONTAIN THE 100 -YEAR FLOODPLAN OR
FLOODWAY, CERTIFY THAT THERE IS NO FEMA FLOODPLAIN ON THE
SUBJECT PROPERTY BY GIVING FIRM MAP NUMBER AND DATE.
PROVIDE NON -FEMA STUDY INFORMATION ON FLOODPLAINS,
FLOODWAYS, FLOOD FRINGES, AND FLOOD HAZARDS AT THE
CONSTRUCTION PLAN STAGE OF PLAN REVIEW.
4. SITE IS IN THE PRIMARY WATERSHED PROTECTION OVERLAY
DISTRICT
EXISTING LEGEND
EIP •
EXISTING IRON PIPE
/PS O
IRON PIPE SET
UTILITY POLE
O$
SANITARY SEWER MANHOLE
R/W
EXISITING RIGHT OF WAY
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
CMP
CORRUGATED METAL PIPE
)�
GUY ANCHOR
WATER VALVE
F -H V
FIRE HYDRANT WATER VALVE
OHU
OVERHEAD UTILITY
T—PED
TELEPHONE PEDESTAL
CA TV
CABLE TV BOX
'li
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AREA LIGHT POST
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SCALE: 1" = 60'-0"
60 30 0 60 120
WETLAND IMPACT PLAN SET
222 cloister court
chapel hill, nc 27514
919.401.8586
www.cra-ae.com
CA R
OFV-SS
ti.
e S L
1 A 1 50
no. revisions
The use of these plans and specifications
shall be restricted to the original site for
which they were prepared and publication
thereof is expressly limited to such use.
Re -use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Title to the plans and specifications remain
in the architect without prejudice. It is to
be returned upon request to the architect.
Visual contact with those plans and
specifications shall constitute prima facie
evidence of the acceptance of these
restrictions.
drawn checked
OVERALL
EXISTING
CONDITIONS
PLAN
sheet
C1 00
project no. 1804
date 04/08/19
U
CA
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4
no. revisions
The use of these plans and specifications
shall be restricted to the original site for
which they were prepared and publication
thereof is expressly limited to such use.
Re -use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Title to the plans and specifications remain
in the architect without prejudice. It is to
be returned upon request to the architect.
Visual contact with those plans and
specifications shall constitute prima facie
evidence of the acceptance of these
restrictions.
drawn checked
OVERALL
EXISTING
CONDITIONS
PLAN
sheet
C1 00
project no. 1804
date 04/08/19

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CALA TLANTIC GROUP, INC.
D.B. 16709, PG. 1,316
SUBDIVISION & RECOMBINA TION PLA T FOR I
BUCKHORN PRESERVE, PHASE 1A `f' V
B.M. 2018, PGS. 1041-105173
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D.B. 16659, PG. 1175
PARKSIDE AT BEL LA CASA
B.M. 2017, PG. 228 - PHASE 14
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N
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IMPACT TYPE I SQ. FT. ACRES
Wetland Impact Permanent Impact 1 3,291 0.08
STEEPER THAN
3:1 SLOPES \ / / 3
/ / \ / 14.630 ACRES
\
(INCLUDES AREA /N -ASEMENTS)
WOODED \ \ /V PIN 072 45-1759 \ ,�
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20' TOA PUE (SEWER)
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\ \ C 300.8 \ \ \ \ \ \ I� EXISTING 15'X15' /
\ \ \ I X o / \ \ \ I / SIGN EASEMENT
\ \ \ I 0 \ \ \WOODED \ \ _ \ I / BM2016 PG600 /
\ \ \ \ 40" OAK \5 O \ \ \ V
STEEPER THAN 3:1�L0PE
0 O�� O I `°rn \ \ ? 9.59'
\DED \ \ \ r GPS 9
CD
N
333.57 \ \ \ I —
N 892'43" W
\ \ \ 557.25' TPTAL I
\ II I
X00 O I \ \ \ sr� \ N 89*02'43 W I — UTILITY
\ 0 0 \ l \ \ \ — — ElP 1-7�oVCRNEAO EXIST. 10' GREENWAY
\ -- f0.05�J�
\ E4P' ElP
n �/ ELECTRI"OX ` — — — /P— / GUrT rR
30 (FLUSH) \ _ 38'48 W pURB & E
O — — UTILITY —PED CH=41.89 30 OF
ALL DISTANCES SHOWN HEREON ARE U.S. SURVEY FEET
HORIZONTAL GROUND MEASUREMENTS
AREA DETERMINED USING D.M.D. METHOD.
REFERENCES- DEED BOOK 13689, PAGE 1283
BOOK OF MAPS 2009, PAGE 930
PROPERTY ADDRESS- 2300 MT ZION CHURCH RD
APEX, NC 27502
PROPER TY IS NO T L OCA TED IN A FEMA FL OOD ZONE PER
PANEL #0721, MAP # 3720072100% EFFECT/VE DA TE MA Y 2, 2006
CONTOUR INTERVALS = 2 FOOT
EL. EVA TIONS BASED ON NA VD 88
1, STALEY C. SMITH , do hereby certify that this plat
was drawn under my supervision from an actual survey made
under my supervision using references shown hereon; that
the boundaries not surveyed are shown as broken lines plotted
from in forma tion shown hereon; that the ratio of precision
as calculated by latitudes and departures is 1. _ 10,000 *
that this plat was prepared in accordance with G. S. 47-30
as amended. Witness my original signature, license number
and seal this _ 25TH _ day of __ OCTOBER_ A.D., 2018.
This survey is of an existing parcel or parcels of land and
does not create a new street or change an existing street.
STACEY C. _SMITH certify the grid tie as shown
was determined from an actual GLASS survey made under
my supervision and the following information was used to
perform the survey.
Class of survey A
Positional Accuracy 0.03 U.S. SURVEY FEET_
Type of GPS field procedure: COR�RTK
Dates of survey __10 _24=2018
Datum/Epoch: _N_A_D__! �tV
Published/Fixed—control use: NC CORS "NCJL"
Geoid model: _ 2012__
Combined grid factor(s): 0_99989727
Units.. U.S SURVEY FEET
NO TES:
(a) THE PROPERTY SHOWN HEREON IS SUB✓ECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
(b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
(c) THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE
OR NON-EXISTENCE OF ANY UNDERGROUND UTILITIES,
BURIAL GROUNDS, OR ANY SUBSURFACE FEATURES
THA T MA Y OR MA Y NOT BE PRESENT ON THIS SITE.
(d) THIS MAP DOES NOT MEET NCGS 47-30
REQUIREMENTS FOR RECORDATION
EXISTING CONDITIONS NOTES
1. OTHER APPROPRIATE MEANS INCLUDE, BUT ARE NOT LIMITED TO, A
REGISTERED FORESTER'S OR CERTIFIED ARBORIST'S REPORT
REFERENCED TO -SCALE DIGITAL PHOTOS, A REGISTERED
FORESTER'S OR CERTIFIED ARBORIST'S REPORT REFERENCED TO
AERIAL PHOTOGRAPHS. AERIAL PHOTOGRAPHS ARE NOT AN
ACCEPTABLE STAND-ALONE MEANS OF DOCUMENTATION FOR TREES.
2. RIPARIAN BUFFERS ON PERENNIAL STREAM ARE MEASURED 100
FEET FROM THE TOP OF THE BANK ON BOTH SIDES OF THE STREAM.
RIPARIAN BUFFERS ON INTERMITTENT STREAMS ARE MEASURED 50
FEET FROM THE TOP OF BANK ON BOTH SIDES OF THE STREAM.
3. IF THE SITE DOES NOT CONTAIN THE 100 -YEAR FLOODPLAN OR
FLOODWAY, CERTIFY THAT THERE IS NO FEMA FLOODPLAIN ON THE
SUBJECT PROPERTY BY GIVING FIRM MAP NUMBER AND DATE.
PROVIDE NON -FEMA STUDY INFORMATION ON FLOODPLAINS,
FLOODWAYS, FLOOD FRINGES, AND FLOOD HAZARDS AT THE
CONSTRUCTION PLAN STAGE OF PLAN REVIEW.
- \� �__ _ — —OVERHEAD — ANO AC R/W 4 4. SITE IS IN THE PRIMARY WATERSHED PROTECTION OVERLAY
C C�
\\ OVERHEAul \lrY IVI1L6o' PUBS 1g92_199 / DISTRICT
o -_ D4 ASPHALT p15' P
I __302-
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-�
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/ /FES IN V=
296.68'
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0
BELLA CASA HOMEOWNERS A SSOCIA TION, INC.
D.B. 16799, PG. 533
B.M. 2016, PG. 755 - PARKSIDE AT BELLA CASA PUD RECREATION SITE
� FLOW
SANITARY SEWER MANHOLE B M, 2 /
\\ TOP= 298.34' 3
GRAVEL�R\ (TOP PAVED OVER) S 1 2. a0W 30, pURB & GUTTER
_ _ EXISTING LEGEND
_ 120
CURB INLET - \
2,0
FLOW - R/ E/P • EXISTING IRON PIPE
— — — — — — _ —TOP CURB= 298.70'
223.68' INV. OUT -294.43' \ E/P w �� -
- EXIST. 25' RADIUS /PS O IRON PIPE SET
30' NON-EXCLUSNlE EASEME7`lT I ®� ® EXIST. 40' RADIUS UTILITY POLE
D. B. 10538, PG> t�49 S r o 0
17F. M. 2003, PG. 1678\ i \ ti �AS c� EXIST. 5' SIDEWALK SANITARY SEWER MANHOLE
SANITARY SEWER MANHOLE
TOP= 303.66' SURVEY NAIL B"
/NV. OUT= 289.30'
//
SANITARY SEWER MANHOLE IF v
y
TOP= 301.13' I a
INV IN= 288.33'
I
INV. OUT= 288.19'
CORRUGATED METAL PIPE
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'0
\ \
JURISDICTIONAL
\ \ I
I I
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\ \
\
_292- -\ \ \
\ WETLANDS
DETERMINED BY
\ C.O.E ON
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\ ��XIST SSMH
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II \\ II \ \ \ \ \ \ \ \ EPHEMERAL FEATURE
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\ \ C 300.8 \ \ \ \ \ \ I� EXISTING 15'X15' /
\ \ \ I X o / \ \ \ I / SIGN EASEMENT
\ \ \ I 0 \ \ \WOODED \ \ _ \ I / BM2016 PG600 /
\ \ \ \ 40" OAK \5 O \ \ \ V
STEEPER THAN 3:1�L0PE
0 O�� O I `°rn \ \ ? 9.59'
\DED \ \ \ r GPS 9
CD
N
333.57 \ \ \ I —
N 892'43" W
\ \ \ 557.25' TPTAL I
\ II I
X00 O I \ \ \ sr� \ N 89*02'43 W I — UTILITY
\ 0 0 \ l \ \ \ — — ElP 1-7�oVCRNEAO EXIST. 10' GREENWAY
\ -- f0.05�J�
\ E4P' ElP
n �/ ELECTRI"OX ` — — — /P— / GUrT rR
30 (FLUSH) \ _ 38'48 W pURB & E
O — — UTILITY —PED CH=41.89 30 OF
ALL DISTANCES SHOWN HEREON ARE U.S. SURVEY FEET
HORIZONTAL GROUND MEASUREMENTS
AREA DETERMINED USING D.M.D. METHOD.
REFERENCES- DEED BOOK 13689, PAGE 1283
BOOK OF MAPS 2009, PAGE 930
PROPERTY ADDRESS- 2300 MT ZION CHURCH RD
APEX, NC 27502
PROPER TY IS NO T L OCA TED IN A FEMA FL OOD ZONE PER
PANEL #0721, MAP # 3720072100% EFFECT/VE DA TE MA Y 2, 2006
CONTOUR INTERVALS = 2 FOOT
EL. EVA TIONS BASED ON NA VD 88
1, STALEY C. SMITH , do hereby certify that this plat
was drawn under my supervision from an actual survey made
under my supervision using references shown hereon; that
the boundaries not surveyed are shown as broken lines plotted
from in forma tion shown hereon; that the ratio of precision
as calculated by latitudes and departures is 1. _ 10,000 *
that this plat was prepared in accordance with G. S. 47-30
as amended. Witness my original signature, license number
and seal this _ 25TH _ day of __ OCTOBER_ A.D., 2018.
This survey is of an existing parcel or parcels of land and
does not create a new street or change an existing street.
STACEY C. _SMITH certify the grid tie as shown
was determined from an actual GLASS survey made under
my supervision and the following information was used to
perform the survey.
Class of survey A
Positional Accuracy 0.03 U.S. SURVEY FEET_
Type of GPS field procedure: COR�RTK
Dates of survey __10 _24=2018
Datum/Epoch: _N_A_D__! �tV
Published/Fixed—control use: NC CORS "NCJL"
Geoid model: _ 2012__
Combined grid factor(s): 0_99989727
Units.. U.S SURVEY FEET
NO TES:
(a) THE PROPERTY SHOWN HEREON IS SUB✓ECT TO
ALL EASEMENTS OF RECORD AFFECTING SAME.
(b) NO TITLE SEARCH HAS BEEN PERFORMED BY THIS
FIRM DURING THE COURSE OF THIS SURVEY.
(c) THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE
OR NON-EXISTENCE OF ANY UNDERGROUND UTILITIES,
BURIAL GROUNDS, OR ANY SUBSURFACE FEATURES
THA T MA Y OR MA Y NOT BE PRESENT ON THIS SITE.
(d) THIS MAP DOES NOT MEET NCGS 47-30
REQUIREMENTS FOR RECORDATION
EXISTING CONDITIONS NOTES
1. OTHER APPROPRIATE MEANS INCLUDE, BUT ARE NOT LIMITED TO, A
REGISTERED FORESTER'S OR CERTIFIED ARBORIST'S REPORT
REFERENCED TO -SCALE DIGITAL PHOTOS, A REGISTERED
FORESTER'S OR CERTIFIED ARBORIST'S REPORT REFERENCED TO
AERIAL PHOTOGRAPHS. AERIAL PHOTOGRAPHS ARE NOT AN
ACCEPTABLE STAND-ALONE MEANS OF DOCUMENTATION FOR TREES.
2. RIPARIAN BUFFERS ON PERENNIAL STREAM ARE MEASURED 100
FEET FROM THE TOP OF THE BANK ON BOTH SIDES OF THE STREAM.
RIPARIAN BUFFERS ON INTERMITTENT STREAMS ARE MEASURED 50
FEET FROM THE TOP OF BANK ON BOTH SIDES OF THE STREAM.
3. IF THE SITE DOES NOT CONTAIN THE 100 -YEAR FLOODPLAN OR
FLOODWAY, CERTIFY THAT THERE IS NO FEMA FLOODPLAIN ON THE
SUBJECT PROPERTY BY GIVING FIRM MAP NUMBER AND DATE.
PROVIDE NON -FEMA STUDY INFORMATION ON FLOODPLAINS,
FLOODWAYS, FLOOD FRINGES, AND FLOOD HAZARDS AT THE
CONSTRUCTION PLAN STAGE OF PLAN REVIEW.
- \� �__ _ — —OVERHEAD — ANO AC R/W 4 4. SITE IS IN THE PRIMARY WATERSHED PROTECTION OVERLAY
C C�
\\ OVERHEAul \lrY IVI1L6o' PUBS 1g92_199 / DISTRICT
o -_ D4 ASPHALT p15' P
I __302-
"
-�
I -3p2- -
��J I
/ /FES IN V=
296.68'
i
r
0
BELLA CASA HOMEOWNERS A SSOCIA TION, INC.
D.B. 16799, PG. 533
B.M. 2016, PG. 755 - PARKSIDE AT BELLA CASA PUD RECREATION SITE
� FLOW
SANITARY SEWER MANHOLE B M, 2 /
\\ TOP= 298.34' 3
GRAVEL�R\ (TOP PAVED OVER) S 1 2. a0W 30, pURB & GUTTER
_ _ EXISTING LEGEND
_ 120
CURB INLET - \
2,0
FLOW - R/ E/P • EXISTING IRON PIPE
— — — — — — _ —TOP CURB= 298.70'
223.68' INV. OUT -294.43' \ E/P w �� -
- EXIST. 25' RADIUS /PS O IRON PIPE SET
30' NON-EXCLUSNlE EASEME7`lT I ®� ® EXIST. 40' RADIUS UTILITY POLE
D. B. 10538, PG> t�49 S r o 0
17F. M. 2003, PG. 1678\ i \ ti �AS c� EXIST. 5' SIDEWALK SANITARY SEWER MANHOLE
SANITARY SEWER MANHOLE
TOP= 303.66' SURVEY NAIL B"
/NV. OUT= 289.30'
R/W
EXISTING RIGHT OF WAY
SANITARY SEWER MANHOLE IF v
y
TOP= 301.13' I a
INV IN= 288.33'
I
INV. OUT= 288.19'
CORRUGATED METAL PIPE
IQ,�
Ci��ll
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r
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OHU
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TELEPHONE PEDESTAL
I
I n O
'I/
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R/W
EXISTING RIGHT OF WAY
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
CMP
CORRUGATED METAL PIPE
)�
GUY ANCHOR
WATER VALVE
F -H
FIRE HYDRANT WATER VALVE
OHU
OVERHEAD UTILITY
T -PED
TELEPHONE PEDESTAL
CA TV
CABLE TV BOX
'I/
U
O\
AREA LIGHT POST
I
CA
-
PROPERTY LINE
SCALE: 1" = 40'-0"
40 20 0 40 80
WETLAND IMPACT PLAN SET
222 cloister court
chapel hill, nc 27514
919.401.8586
www.cra-ae.com
, \' A R
��O�;oF ES,S /O
ti.
r a� S 9� �
L
K 11150
no. revisions
The use of these plans and specifications
shall be restricted to the original site for
which they were prepared and publication
thereof is expressly limited to such use.
Re—use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Title to the plans and specifications remain
in the architect without prejudice. It is to
be returned upon request to the architect.
Visual contact with those plans and
specifications shall constitute prima facie
evidence of the acceptance of these
restrictions.
drawn checked
WETLAND
IMPACT
ENLARGED
PLAN
sheet
C 1
■
project no. 1804
date 04/08/19
N
U
CA
r
.0
O
ct
ct
O
o
,V
U
Z
no. revisions
The use of these plans and specifications
shall be restricted to the original site for
which they were prepared and publication
thereof is expressly limited to such use.
Re—use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Title to the plans and specifications remain
in the architect without prejudice. It is to
be returned upon request to the architect.
Visual contact with those plans and
specifications shall constitute prima facie
evidence of the acceptance of these
restrictions.
drawn checked
WETLAND
IMPACT
ENLARGED
PLAN
sheet
C 1
■
project no. 1804
date 04/08/19

G IV x IU 5U -E_ —
CALATLANTIC GROUP, INC.
\ D.B. 16709, PG. 1316
\ SUBDIVISION & RECOMBINATION PLAT FOR
BUCKHORN PRESERVE, PHASE fA
1 B.M. 2018, PGS. 1041-1051
\\ 1
STREAM 4 /
INTERMITTENT
BUFFERED I
/ I
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\ T �
i
J � ' �' I / PUL TE HOME
or / / COMPANY, LLC
D.B. 16659, PG 1175
PARKSIDE AT BELLA CASA
/ B.M. 2017, PG. 228 — PHASE 14
BELLA CASA HOMEOWNERS ASSOCIATION, INC.
D.B. 16799, PG. 533
B.M. 2016, PG. 755 — PARKSIDE AT BELLA CASA PUD RECREA77ON S17F
' IO' TOA PUE (SETTER)
I B.M. 2016, PG 1719
SITE PLAN NOTES
Required Parking
I 1
EIP • EXISTING IRON PIPE
74
Van Accessible Space
1. NO SITE DEVELOPMENT ACTIVITY INCLUDING, BUT NOT LIMITED TO,
CHARLES WALDEN, ET AL
3
UTILITY POLE
D.B. 10538, PG. 817
Bicycle Parking
TESTING, CLEARING, INSTALLATION OF SOIL AND EROSION MEASURES, OR
B.M. 2003 PG. 1678 `
GRADING SHALL OCCUR UNTIL REQUIRED PROTECTION FENCING HAS BEEN
I
I
INSTALLED AND INSPECTED. A PROTECTION FENCING INSTALLATION PERMIT
NEW 8' VINYL
MAY BE OBTAINED AT THE PLANNING DEPARTMENT.
— �—
VI
FES FLARED END SECTION
LINK FENCE
I
2. PROTECTION FENCING MUST BE PLACED AWAY FROM ANY SAVED TREE
/ I
ONE FOOT FOR EACH INCH OF CALIPER. PROTECTION FENCING MUST BE
30' TYPE A BUFF R
I
PLACED AT LEAST 10 FEET AWAY FROM ANY OTHER DESIGNATED RCA
10' SETBACK
.
SUCH AS, BUT NOT LIMITED TO, HISTORIC BUILDINGS AND STRUCTURES,
WETLANDS, AND PONDS. PROTECTION FENCING MUST BE PLACED ALONG
I
THE OUTSIDE LINE OF THE 100 YEAR FLOODPLAIN AND THE OUTSIDE EDGE
s°• ��
OF ANY RIPARIAN BUFFER. ADDITIONAL PROTECTION FENCING MAY BE
REQUIRED IN OTHER LOCATIONS CLOSE TO CONSTRUCTION ACTIVITY
y
X11
WHERE IT IS DEEMED NECESSARY BY THE ZONING ENFORCEMENT OFFICER.
MOTORIZED
O
SUCH AREAS MAY INCLUDE COMMON PROPERTY LINES OR NEAR PUBLIC
110.
1p,
AREAS (SIDEWALKS, ETC.).
`
m
y G�
3. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY
STORMWATER
I
CONTROL �'2P
m ? I
RETAINING STRUCTURE SHALL NOT ENCROACH INTO ANY REQUIRED
POND I
•O
N O
BUFFER OR PROTECTED AREA (I.E. RCA AND CRITICAL ROOT ZONES OF
'` I
TREES, PUBLIC UTILITY EASEMENTS AND RIGHTS-OF-WAY), AND SHALL
9y INTERMI T STREAM
c
mG v I
I
BE CONTAINED ENTIRELY ON SITE.
W W
4. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS
W W W
mtya I
b
SUCH AS, BUT NOT LIMITED TO, PLAY FIELDS, GREENWAY TRAILS AND ITEMS
W W W I I
� I
TYPICALLY ASSOCIATED WITH THEM (BENCHES, TRASH CONTAINERS, SIGNS,
W
I I
ETC.) MUST MEET ANY APPLICABLE STANDARDS FOUND IN THE TOA
W W W
WETLAND 1 +' W
STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS AND THE
SUBSTATION
POD #5 ,Y W I
REQUIREMENTS OF THE TOA PARKS AND RECREATION DEPARTMENT.
NEW VINYL COATED y W W I
sIGN NOTING
5. THE SCREENING OF LOADING DOCKS, TRASH CONTAINERS (INCLUDING
BLACK CHAIN LINK NEW 8' VINYL
GATE COATED CHAIN W W I
PRIVATE VEHICLES
ONLY BEYOND THIS
DUMPSTERS AND ROLL-OUT CARTS), OUTDOOR STORAGE, MECHANICAL AND
LINK FENCE
POINT
HVAC EQUIPMENT, AND SIMILAR FACILITIES ON THE ROOF, ON THE GROUND,
2050' — y W I
OR ON THE BUILDINGS SHALL MEET THE REQUIREMENTS FOUND IN SECTION
W
II
8.2.8 OF THE UDO. SPECIFICALLY, SCREENING MUST BE DONE SO THAT:
W I
W I
i
A) IT IS INCORPORATED INTO THE OVERALL DESIGN THEME OF THE BUILDING
24d
AND LANDSCAPE.
B) SCREENING MATERIALS ARE NOT DIFFERENT FROM OR INFERIOR TO THE
i
PRINCIPAL MATERIALS OF THE BUILDING OR LANDSCAPE, AND ARE SIMILAR
I
J_
IN MATERIALS AND COLOR.
SERVICE AREA
I
p
GRAVEL
CNEW 8' VINYL
OATED BLACK I
C) SCREENED ITEMS ARE OUT OF VIEW FROM ADJACENT PROPERTIES AND
CHAIN LINK
FENCE
r-
PUBLIC STREETS, AND A TOTALLY OPAQUE SCREEN IS ACHIEVED.
I
v
m
D) ANY GROUND -MOUNTED HVAC OR MECHANICAL OR UTILITY EQUIPMENT
PJ'NEW BROWN RELOCATED a a
'b 'Om
SIX FEET TALL OR HIGHER MUST BE FENCED AND LANDSCAPED.
o. RETAINING WALL COMBING 0] W
'`P° � O• NCE CHAIN LINK AREA WI
a
o
E) DUMPSTER ENCLOSURES MUST MEET THE ABOVE REQUIREMENTS PLUS
(RWI)
a Oo
THEY MUST BE AT LEAST EIGHT FEET TALL OR THE HEIGHT OF THE
o o
DUMPSTER, WHICHEVER IS GREATER; AND BE BUILT OF MASONRY MATERIAL.
6. ALL REQUIRED SITE ELEMENTS SHOWN WITHIN A PARTICULAR PHASE
MUST BE INSTALLED BEFORE A FINAL CERTIFICATE OF OCCUPANCY MAY BE
n
c
ISSUED FOR ANY BUILDING WITHIN THAT PHASE.
7. SITE ITEMS SUCH AS, BUT NOT LIMITED TO, LIGHTING, LANDSCAPING
iq
(INCLUDING MULCH), SCREENING (I.E. DUMPSTERS/TRASH,
MECHANICAL/HVAC, ETC.), SITE STABILIZATION (SEEDING), AND PARKING
R� COVERED
O' MATERIAL
AND PAVEMENT MARKING MUST BE COMPLETED PRIOR TO SCHEDULING
STORAGE
A FINAL SITE INSPECTION.
FFE 285.0 I
8. INDIVIDUAL SIGNS ARE NOT APPROVED AS PART OF THE SITE PLAN
VEHICLE
APPROVAL PROCESS. A SEPARATE SIGN PERMIT MUST BE OBTAINED PRIOR
WASH 54.5' I
BAY I
TO INSTALLATION OF THE SIGN. MULTIPLE USE LOTS, NON-RESIDENTIAL
\
SUBDIVISIONS AND MULTIPLE TENANT LOTS MUST SUBMIT A MASTER SIGN
C F BNEW OLLAARD.,,�
PLAN FOR APPROVAL.
BELLA CASA HOMEOWNERS ASSOCIATION, INC.
D.B. 16799, PG. 533
B.M. 2016, PG. 755 — PARKSIDE AT BELLA CASA PUD RECREA77ON S17F
Parking Space Analysis
' IO' TOA PUE (SETTER)
I B.M. 2016, PG 1719
EXISTING LEGEND
Required Parking
I 1
EIP • EXISTING IRON PIPE
74
Van Accessible Space
/PS O IRON PIPE SET
HC Accessible Spaces
3
UTILITY POLE
70
Bicycle Parking
O$ SANITARY SEWER MANHOLE
R1W EXISITING RIGHT OF WAY
I
I
RCP REINFORCED CONCRETE PIPE
NEW 8' VINYL
COATED
BLACK CHAIN
VI
FES FLARED END SECTION
LINK FENCE
I
CMP CORRUGATED METAL PIPE
MECHANICALI
I
YARD
.
)� GUY ANCHOR
8' HIGH
MASONRY
SCREEN WALL
WATER VALVE
FIRE HYDRANT WATER VALVE
X11
OHU OVERHEAD UTILITY
MOTORIZED
O
T—PED TELEPHONE PEDESTAL
SECURITY GATE
M
COATED
BLACK CHAIN
BLACK
LINK)
CA TV CABLE TV BOX
MEMCpANICAL I
m ? I
�O AREA LIGHT POST
N O
/ i \
'` I
— PROPERTY LINE
O
c
I
oc
_
mtya I
b
� I
SITE LEGEND
CONCRETE SIDEWALK
NEW BUILDING
sIGN NOTING
NEW SIGN
PRIVATE VEHICLES
ONLY BEYOND THIS
POINT
o— NEW LIGHT POLE
NEW HEAVY DUTY PAVEMENT
NEW LIGHT DUTY PAVEMENT
i
NEW MAJOR COLLECTOR
24d
PAVEMENT DESIGN
RESOURCE CONSERVATION AREA
— 1�/
CONCRETE PAVERS
J_
"
GRAVEL
30' TYPE D BUFFER
—
— — 50' JORDAN LAKE RIPARIAN BUFFER
Parking Space Analysis
Building Area
20,000 SF
Required Parking
1 space per 300 SF = 67 spaces
Total Provided Parking
74
Van Accessible Space
1
HC Accessible Spaces
3
Regular Spaces
70
Bicycle Parking
4
SCALE: 1" = 60'-0"
60 30 0 60 120
WETLAND IMPACT PLAN SET
222 cloister court
chapel hill, nc 27514
919.401.8586
www.cra-ae.com
ARO"N•
0 ESS�02�/��
lQ c
J L
�•.Al 50
no. revisions
The use of these plans and specifications
shall be restricted to the original site for
which they were prepared and publication
thereof is expressly limited to such use.
Re—use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Title to the plans and specifications remain
in the architect without prejudice. It is to
be returned upon request to the architect.
Visual contact with those plans and
specifications shall constitute prima facie
evidence of the acceptance of these
restrictions.
drawn checked
OVERALL
SITE
PLAN
sheet
C200
project no. 1804
date 04/08/19
U
VI
O
.
X11
O
�
O
M
o
,V
_
O
T�
oc
no. revisions
The use of these plans and specifications
shall be restricted to the original site for
which they were prepared and publication
thereof is expressly limited to such use.
Re—use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Title to the plans and specifications remain
in the architect without prejudice. It is to
be returned upon request to the architect.
Visual contact with those plans and
specifications shall constitute prima facie
evidence of the acceptance of these
restrictions.
drawn checked
OVERALL
SITE
PLAN
sheet
C200
project no. 1804
date 04/08/19

CHARLES WALDEN, ET AL
D.B. 10538, PG. 817
---- ------ \ I ` B.M. 2003, PG 1678
POLE ji( -
IABUFs030' TYPE R \-
2626/ TP 10' SETBACK
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CALATLAN17C GROUP,
INC.
D.B. '16709, PG. 1.316
SAN/TARP SEa R MANHOLE
SUBDIVISION & RECW81AA7701V PLAT
FOR
BUCKHORN PRESERVE PHASE
fA
B.M. 2014' PGS. 1041-1051
REINFORCED CONCRETE PIPE
\
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NIV OUBT 274.0
WETLAND 2
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PERMANENT IMPACT AREA#1 I \
WETLAND 3291 SOFT = 0.08 AC
86
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290
86 p290
2gA• ROOF LEADER \
/ I ISI I7_ '<,X�DRq:,o
;
( ELECTRICAL I 0 I
OPERATIONS 2 I 10 2
\ I CENTER 2
m 20,000SF 2 bN
I �wR
FIFE 289.00
COVERED
SHELTER
SHELTER
1 1 I I 8B 1
90 /� II
OTEMPORARY
EASEMENT. CONSTRUCTION EA
TO BE
N \ \ \ \ REPLANTED TO
SEXMATCH IST SSM \ �° \ \ II
RI 278.50 1 11 \ I OS7ING
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29 �str (TVP.) M
EXISTING 15'x15
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29 10 IZ� ai 1
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3:1 SLOPE/ \ \ \ \ EXIST. to' GREENWAY
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SITE PLAN NOTES
1. NO SITE DEVELOPMENT ACTIVITY INCLUDING, BUT NOT LIMITED TO, TESTING,
CLEARING, INSTALLATION OF SOIL AND EROSION MEASURES, OR GRADING SHALL
OCCUR UNTIL REQUIRED PROTECTION FENCING HAS BEEN INSTALLED AND
INSPECTED. A PROTECTION FENCING INSTALLATION PERMIT MAY BE OBTAINED AT
THE PLANNING DEPARTMENT.
2. PROTECTION FENCING MUST BE PLACED AWAY FROM ANY SAVED TREE ONE
FOOT FOR EACH INCH OF CALIPER. PROTECTION FENCING MUST BE PLACED AT
LEAST 10 FEET AWAY FROM ANY OTHER DESIGNATED RCA SUCH AS, BUT
NOT LIMITED TO, HISTORIC BUILDINGS AND STRUCTURES, WETLANDS, AND
PONDS. PROTECTION FENCING MUST BE PLACED ALONG THE OUTSIDE LINE OF THE
100 YEAR FLOODPLAIN AND THE OUTSIDE EDGE OF ANY RIPARIAN BUFFER.
ADDITIONAL PROTECTION FENCING MAY BE REQUIRED IN OTHER LOCATIONS
CLOSE TO CONSTRUCTION ACTIVITY WHERE IT IS DEEMED NECESSARY BY THE
ZONING ENFORCEMENT OFFICER. SUCH AREAS MAY INCLUDE COMMON PROPERTY
LINES OR NEAR PUBLIC AREAS (SIDEWALKS, ETC.).
3. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING
STRUCTURE SHALL NOT ENCROACH INTO ANY REQUIRED BUFFER OR PROTECTED
AREA (I.E. RCA AND CRITICAL ROOT ZONES OF TREES, PUBLIC UTILITY
EASEMENTS AND RIGHTS-OF-WAY), AND SHALL BE CONTAINED ENTIRELY ON
SITE.
4. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS,
BUT NOT LIMITED TO, PLAY FIELDS, GREENWAY TRAILS AND ITEMS TYPICALLY
ASSOCIATED WITH THEM (BENCHES, TRASH CONTAINERS, SIGNS, ETC.) MUST MEET
ANY APPLICABLE STANDARDS FOUND IN THE TOA STANDARD SPECIFICATIONS
AND CONSTRUCTION DETAILS AND THE REQUIREMENTS OF THE TOA PARKS
AND RECREATION DEPARTMENT.
5. RETAINING SYSTEMS PROVIDING A CUMULATIVE VERTICAL RELIEF GREATER
THAN FIVE FEET IN HEIGHT WITHIN A HORIZONTAL DISTANCE OF 50 FEET OR LESS,
INCLUDING RETAINING WALLS OR MECHANICALLY STABILIZED EARTH WALLS SHALL
BE DESIGNED AND CONSTRUCTED UNDER THE RESPONSIBLE CHARGE OF A
REGISTERED PROFESSIONAL ENGINEER AND COMPLY IN ALLASPECTS WITH
THE NC BUILDING CODE, SECTION 1610. RETAINING SYSTEMS MEETING THIS
CRITERIA WILL REQUIRE A SEPARATE BUILDING PERMIT PRIOR TO START OF
WORK. RETAINING STRUCTURE MATERIALS MUST BE AN INTEGRALLY TINTED
BROWN, RUST, OR EARTH -TONE COLOR.
6. PER LIDO SECTION 6.1.12(G) - PRIOR TO APPROVAL OF A FINAL PLAT OR
ISSUANCE OF A CERTIFICATE OF OCCUPANCY, ANY DEVELOPMENT WHERE A
STORMWATER CONTROL MEASURE (SCM) IS REQUIRED, PLEASE CONTACT MIKE
DEATON 919-249-3413 TO DEMONSTRATE THAT THE REQUIRED STRUCTURE IS IN
PLACE, THAT IT IS OPERATIONAL, AND THAT IT COMPLIES WITH ALL RELEVANT
PORTIONS OF SECTION 6.1.12 STORMWATER CONTROL MEASURE. IF THE SCM IS
USED AS PART OF A TEMPORARY EROSION CONTROL MEASURE, THE
INSPECTION WILL OCCUR DURING THE APPROPRIATE PHASE OF CONSTRUCTION.
7. SITE IS IN THE PRIMARY WATERSHED PROTECTION OVERLAY DISTRICT.
EXISTING LEGEND
EIP •
EXISTING IRON PIPE
- OS\
IRON PIPE SET
- - -J
SAN/TARP SEa R MANHOLE
__X
SANITARY SEWER MANHOLE
RIW
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
a GOr7ER
CORRUGATED METAL PIPE
>�
GUY ANCHOR
2
WATER VALVE
FH
FIRE HYDRANT WATER VALVE
30. cure
OVERHEAD UTILITY
T -PED
TELEPHONE PEDESTAL
CA TV
CABLE TV BOX
I
Flow
�O
AREA LIGHT POST
PROPERTY LINE
CURe>• 293�D'
onsr. xr wales
NON-£XCLU Ac_ -.v r
�m
®� DOST. A6 RAMS
._
BURIED
MILANO AVENUE ( / i
/
- - - or>rc.'l
PUBLIC
RNVI
60' PUBLIC R
'mm
-
25 04
\ '4>` 3:1 SLOPE
ROW
(35 MPH)
I
SAWrARYSTMnMAAWaE 3:1 OPE SANITARYSEMERMANHaE
ATP- Salm'
TEMPORARY
70P= 301.13'
/NY. OUT 289.30'
I0VT?
CONST
I/yV. 28619'
R
To BE .AREA
I
I
\
REPLANTED TO
MATCH EXISTING
VEGETAMON
(TY".)
BELLA CASA HOMEOWNERS ASSOCIA 77ON,
INC.
\
D.B. 16799, PG. 533
B.M. 2016, PG. 755 - PARKMDE AT BELLA CASA PUD RECREA77ON S77E
PUL 7E HOME
COMPANY, LLC \
D.B. 16659, PC 1175
PARKSIDE AT BELLA CASA
B.M. 2017, PG. 228 - PHASE 14
SITE PLAN NOTES
1. NO SITE DEVELOPMENT ACTIVITY INCLUDING, BUT NOT LIMITED TO, TESTING,
CLEARING, INSTALLATION OF SOIL AND EROSION MEASURES, OR GRADING SHALL
OCCUR UNTIL REQUIRED PROTECTION FENCING HAS BEEN INSTALLED AND
INSPECTED. A PROTECTION FENCING INSTALLATION PERMIT MAY BE OBTAINED AT
THE PLANNING DEPARTMENT.
2. PROTECTION FENCING MUST BE PLACED AWAY FROM ANY SAVED TREE ONE
FOOT FOR EACH INCH OF CALIPER. PROTECTION FENCING MUST BE PLACED AT
LEAST 10 FEET AWAY FROM ANY OTHER DESIGNATED RCA SUCH AS, BUT
NOT LIMITED TO, HISTORIC BUILDINGS AND STRUCTURES, WETLANDS, AND
PONDS. PROTECTION FENCING MUST BE PLACED ALONG THE OUTSIDE LINE OF THE
100 YEAR FLOODPLAIN AND THE OUTSIDE EDGE OF ANY RIPARIAN BUFFER.
ADDITIONAL PROTECTION FENCING MAY BE REQUIRED IN OTHER LOCATIONS
CLOSE TO CONSTRUCTION ACTIVITY WHERE IT IS DEEMED NECESSARY BY THE
ZONING ENFORCEMENT OFFICER. SUCH AREAS MAY INCLUDE COMMON PROPERTY
LINES OR NEAR PUBLIC AREAS (SIDEWALKS, ETC.).
3. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING
STRUCTURE SHALL NOT ENCROACH INTO ANY REQUIRED BUFFER OR PROTECTED
AREA (I.E. RCA AND CRITICAL ROOT ZONES OF TREES, PUBLIC UTILITY
EASEMENTS AND RIGHTS-OF-WAY), AND SHALL BE CONTAINED ENTIRELY ON
SITE.
4. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS,
BUT NOT LIMITED TO, PLAY FIELDS, GREENWAY TRAILS AND ITEMS TYPICALLY
ASSOCIATED WITH THEM (BENCHES, TRASH CONTAINERS, SIGNS, ETC.) MUST MEET
ANY APPLICABLE STANDARDS FOUND IN THE TOA STANDARD SPECIFICATIONS
AND CONSTRUCTION DETAILS AND THE REQUIREMENTS OF THE TOA PARKS
AND RECREATION DEPARTMENT.
5. RETAINING SYSTEMS PROVIDING A CUMULATIVE VERTICAL RELIEF GREATER
THAN FIVE FEET IN HEIGHT WITHIN A HORIZONTAL DISTANCE OF 50 FEET OR LESS,
INCLUDING RETAINING WALLS OR MECHANICALLY STABILIZED EARTH WALLS SHALL
BE DESIGNED AND CONSTRUCTED UNDER THE RESPONSIBLE CHARGE OF A
REGISTERED PROFESSIONAL ENGINEER AND COMPLY IN ALLASPECTS WITH
THE NC BUILDING CODE, SECTION 1610. RETAINING SYSTEMS MEETING THIS
CRITERIA WILL REQUIRE A SEPARATE BUILDING PERMIT PRIOR TO START OF
WORK. RETAINING STRUCTURE MATERIALS MUST BE AN INTEGRALLY TINTED
BROWN, RUST, OR EARTH -TONE COLOR.
6. PER LIDO SECTION 6.1.12(G) - PRIOR TO APPROVAL OF A FINAL PLAT OR
ISSUANCE OF A CERTIFICATE OF OCCUPANCY, ANY DEVELOPMENT WHERE A
STORMWATER CONTROL MEASURE (SCM) IS REQUIRED, PLEASE CONTACT MIKE
DEATON 919-249-3413 TO DEMONSTRATE THAT THE REQUIRED STRUCTURE IS IN
PLACE, THAT IT IS OPERATIONAL, AND THAT IT COMPLIES WITH ALL RELEVANT
PORTIONS OF SECTION 6.1.12 STORMWATER CONTROL MEASURE. IF THE SCM IS
USED AS PART OF A TEMPORARY EROSION CONTROL MEASURE, THE
INSPECTION WILL OCCUR DURING THE APPROPRIATE PHASE OF CONSTRUCTION.
7. SITE IS IN THE PRIMARY WATERSHED PROTECTION OVERLAY DISTRICT.
EXISTING LEGEND
EIP •
EXISTING IRON PIPE
IPS O
IRON PIPE SET
- - -J
UTILITY POLE
0
SANITARY SEWER MANHOLE
RIW
EXISITING RIGHT OF WAY
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
CMP
CORRUGATED METAL PIPE
>�
GUY ANCHOR
2
WATER VALVE
FH
FIRE HYDRANT WATER VALVE
OH(/
OVERHEAD UTILITY
T -PED
TELEPHONE PEDESTAL
CA TV
CABLE TV BOX
I
�O
AREA LIGHT POST
PROPERTY LINE
GRADING LEGEND
I.. 1
CONCRETE SIDEWALK
NEW BUILDING
- - -J
TEMPORARY CONSTRUCTION EASEMENT
648
CONTOUR & LABEL
�✓ I •�✓
SPOT ELEVATION
TP
TREE PROTECTION FENCE
SD
NEW STORM
DRAIN
- - - - - - -
ROOF LEADER
2
CLEANOUT
Q
CURB INLET
❑■
DROP INLET
SCALE: 1" = 60'-0"
60 30 0 60 120
WETLAND IMPACT PLAN SET
222 cloister court
chapel hill, nc 27514
919.401.8586
www.cra-ae.com
•.••��H NCARO
'• ''•.
.0,..•.... / .�.
•';Pe 0. ES S I0 % �
e S
�t I AlR5'8L
Vl
• O
ct
O >�
O ,v o
� U �Z
O
f OX'
z
no. revisions
The use of these plans and specifications
shall be restricted to the original site for
which they were prepared and publication
thereof is expressly limited to such use.
Re -use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Title to the plans and specifications remain
in the architect without prejudice. It is to
be returned upon request to the architect.
Visual contact with those plans and
specifications shall constitute prima facie
evidence of the acceptance of these
restrictions.
drawn checked
OVERALL
GRADING AND
STORM DRAINAGE
PLAN
sheet
C3.0
project no. 1804
date 04/08/19

--------------- 1 I I 1 I
—260-7
�S- RISER STRUCTURE
/2 SEE DETAIL THIS SHEET
BUFF R
' 3 0 TYPE A
o i 1
r '10 SETBAC
f,
- / ``—-------- — K260 '
.111 % ----,262---
"0'
/
—----------�, �,
—
264
--- — 7 V,
�2 20' EMERGENCY SPILLWAY
N ELEV: 265.0
266- ,� \ 11 1 � �� I11,ZnI
so,
- -I 264A I
263 I �� I "o
I `\ 6' VEGETATED SHELF FROM I
I
1X260 — ` 262.50 TO 263.50
1 V: 6H SLOPE
O /
----------------------- \ STORMWATER
CONTROL
/ � � ___------------�------_� \ \ POND
I
6' CHAIN LINK FENCE
I I �
I I
I I
I
I
I I
I I
SUBSTATION
I POD #5
LQ v
jN LZ
I I Z Z
I
I I J J
I I Q Q
I I v v
I
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I I
I I
INLET
PIPE
F. E. S. L
1
C3.
ENERGY
DISSIPATOR
VEGETATED RIP RAP BERM AND
SIDE SLOPE WEIR CLASS B RIP
RAP 15" MIN DEPTH
TEMPORARY POOL: 263.72
PERMANENT POOL: 263.0
FOREBAY
MIN. 6"
SCM WET POND DETAIL
SCALE: N.T.S.
OUTLET STRUCTURE
WITH TRASH RACK
TOP ELEV: 265.00
TURNED -DOWN
ELBOW @ WATER
QUALITY ORIFICE
ELEV: 263.00
MIN. 6"
BOTTOM OF POND
ELEV: 260.00
MIN. 6"
FREEBOARD T�
MIN. 10' BERM
AROUND POND
ELEV: 266.00
EMERGENCY SPILLWAY
VEGETATED SIDE SLOPE
OUTLET PIPE SEE PLANS
ANTI -SEEP COLLAR
ANTI -FLOATATION
PAD VEGETATED SHELF
MIN. WIDTH: 6 FT
MAX. SLOPE: 6H:1 V
----264----
x— x— x— x— x— x— x— x— x— x— x— x— x— x— x— x— x— x— x' I
D��� i
CD
Q?� �� X
TRASH RACK
WEIR
RISER CREST: 265.00
TEMPORARY POOL: 263.72 -
1.5-0 ORIFICE
TURNDOWN ELBOW AT
NORMAL POOL ELEVATION NORMAL POOL: 263.00
POND BOTTOM: 260.00mom I I
II
II
° II
° ANTI -SEEP
a J °
ANTI -FLOATATION < _'4° ° COLLAR
SLAB
\-50.0 LF 18" RCP
a <° @1.0%
2 RISER STRUCTURE DETAIL
C3.1 SCALE N.T.S.
SITE PLAN NOTES
1. NO SITE DEVELOPMENT ACTIVITY INCLUDING, BUT NOT LIMITED TO, TESTING,
CLEARING, INSTALLATION OF SOIL AND EROSION MEASURES, OR GRADING SHALL
OCCUR UNTIL REQUIRED PROTECTION FENCING HAS BEEN INSTALLED AND
INSPECTED. A PROTECTION FENCING INSTALLATION PERMIT MAY BE OBTAINED AT
THE PLANNING DEPARTMENT.
2. PROTECTION FENCING MUST BE PLACED AWAY FROM ANY SAVED TREE ONE
FOOT FOR EACH INCH OF CALIPER. PROTECTION FENCING MUST BE PLACED AT
LEAST 10 FEET AWAY FROM ANY OTHER DESIGNATED RCA SUCH AS, BUT
NOT LIMITED TO, HISTORIC BUILDINGS AND STRUCTURES, WETLANDS, AND
PONDS. PROTECTION FENCING MUST BE PLACED ALONG THE OUTSIDE LINE OF THE
100 YEAR FLOODPLAIN AND THE OUTSIDE EDGE OF ANY RIPARIAN BUFFER.
ADDITIONAL PROTECTION FENCING MAY BE REQUIRED IN OTHER LOCATIONS
CLOSE TO CONSTRUCTION ACTIVITY WHERE IT IS DEEMED NECESSARY BY THE
ZONING ENFORCEMENT OFFICER. SUCH AREAS MAY INCLUDE COMMON PROPERTY
LINES OR NEAR PUBLIC AREAS (SIDEWALKS, ETC.).
3. ALL GRADING AND SUPPORT STRUCTURES ASSOCIATED WITH ANY RETAINING
STRUCTURE SHALL NOT ENCROACH INTO ANY REQUIRED BUFFER OR PROTECTED
AREA (I.E. RCA AND CRITICAL ROOT ZONES OF TREES, PUBLIC UTILITY
EASEMENTS AND RIGHTS-OF-WAY), AND SHALL BE CONTAINED ENTIRELY ON
SITE.
4. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL REQUIREMENTS SUCH AS,
BUT NOT LIMITED TO, PLAY FIELDS, GREENWAY TRAILS AND ITEMS TYPICALLY
ASSOCIATED WITH THEM (BENCHES, TRASH CONTAINERS, SIGNS, ETC.) MUST MEET
ANY APPLICABLE STANDARDS FOUND IN THE TOA STANDARD SPECIFICATIONS
AND CONSTRUCTION DETAILS AND THE REQUIREMENTS OF THE TOA PARKS
AND RECREATION DEPARTMENT.
S. RETAINING SYSTEMS PROVIDING A CUMULATIVE VERTICAL RELIEF GREATER
THAN FIVE FEET IN HEIGHT WITHIN A HORIZONTAL DISTANCE OF 50 FEET OR LESS,
INCLUDING RETAINING WALLS OR MECHANICALLY STABILIZED EARTH WALLS SHALL
BE DESIGNED AND CONSTRUCTED UNDER THE RESPONSIBLE CHARGE OF A
REGISTERED PROFESSIONAL ENGINEER AND COMPLY IN ALLASPECTS WITH
THE NC BUILDING CODE, SECTION 1610. RETAINING SYSTEMS MEETING THIS
CRITERIA WILL REQUIRE A SEPARATE BUILDING PERMIT PRIOR TO START OF
WORK. RETAINING STRUCTURE MATERIALS MUST BE AN INTEGRALLY TINTED
BROWN, RUST, OR EARTH -TONE COLOR.
6. PER UDO SECTION 6.1.12(G) - PRIOR TO APPROVAL OF A FINAL PLAT OR
ISSUANCE OF A CERTIFICATE OF OCCUPANCY, ANY DEVELOPMENT WHERE A
STORMWATER CONTROL MEASURE (SCM) IS REQUIRED, PLEASE CONTACT MIKE
DEATON 919-249-3413 TO DEMONSTRATE THAT THE REQUIRED STRUCTURE IS IN
PLACE, THAT IT IS OPERATIONAL, AND THAT IT COMPLIES WITH ALL RELEVANT
PORTIONS OF SECTION 6.1.12 STORMWATER CONTROL MEASURE. IF THE SCM IS
USED AS PART OF A TEMPORARY EROSION CONTROL MEASURE, THE
INSPECTION WILL OCCUR DURING THE APPROPRIATE PHASE OF CONSTRUCTION.
7. SITE IS IN THE PRIMARY WATERSHED PROTECTION OVERLAY DISTRICT.
EXISTING LEGEND
E/P •
EXISTING IRON PIPE
IPS O
IRON PIPE SET
- -
UTILITY POLE
�$
SANITARY SEWER MANHOLE
R/W
EXISITING RIGHT OF WAY
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
CMP
CORRUGATED METAL PIPE
- - - - - - -
GUY ANCHOR
2
WATER VALVE
Q
FIRE HYDRANT WATER VALVE
OH(/
OVERHEAD UTILITY
T -PED
TELEPHONE PEDESTAL
CA TV
CABLE TV BOX
AREA LIGHT POST
-
PROPERTY LINE
GRADING LEGEND
I'
CONCRETE SIDEWALK
NEW BUILDING
- -
TEMPORARY CONSTRUCTION EASEMENT
648
CONTOUR & LABEL
ro EJ I.rE
SPOT ELEVATION
TP
TREE PROTECTION FENCE
SD
NEW STORM
DRAIN
- - - - - - -
ROOF LEADER
2
CLEANOUT
Q
CURB INLET
❑■
DROP INLET
SCALE:1" = 20'-0"
-------------
20 10 0 20 40
WETLAND IMPACT PLAN SET
222 cloister court
chapel hill, nc 27514
919.401.8586
www.cra-ae.com
•,�"p1uu8%.
•`�N CAR
,�O ••off S / 0 '•�
4 S y� 9
L
K. I Al 50 Jf
no. revisions
The use of these plans and specifications
shall be restricted to the original site for
which they were prepared and publication
thereof is expressly limited to such use.
Re—use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Title to the plans and specifications remain
in the architect without prejudice. It is to
be returned upon request to the architect.
Visual contact with those plans and
specifications shall constitute prima facie
evidence of the acceptance of these
restrictions.
drawn checked
WET POND
PLAN AND CROSS
SECTION DETAIL
sheet
C301
project no. 1804
date
04/08/19

Constants:
n = 0.013
g = 195 >10 yr storm
h = 22 >10 yr storm
Apex Electrical Utility Department Ops Center Stormwater Inlet Analysis
P.N. 1804
Pipe Sizing Table -10 yr storm
From
To
Areas
Inlet Area Total Area
(Acres) (Acres)
C to inlet
Total C
Inlet Time Pipe Time
(min.) (min.)
Tc
(min.)
Intensity
(in/hr)
Q
(cfs)
Qmax*
(cfs)
Slope
(ft/ft)
D-theo
(inches)
Pipe Size
(inches)
V full
(ft/sec)
Length
(feet)
Segment
Time (min.)
Upper Inv.
(feet)
Lower Inv.
(feet)
Rim Elev.
(feet)
Inlet Depth
(feet)
REMARKS
LENGTH
NUMBER
RIM ELEV
INVERT IN
OUT
DETAIL
TYPE
FROM
TO
SIZE
TYPE
(feet)
SLOPE(%)
1
1
2
1
0.364
0.364
0.692
0.692
5
0.00
5.00
7.22
1.82
6.50
0.75%
9.84
15
4.55
76.0
0.28
285.80
285.23
287.80
2.00
2
3
1,2
0.252
0.617
0.756
0.718
5
0.28
5.28
7.15
3.17
6.50
1.00%
11.47
15
5.26
71.0
0.23
285.03
284.32
288.50
3.47
3
5
1, 2, 3
0.335
0.952
0.645
0.692
5
0.00
5.00
7.22
4.76
6.50
1.25%
12.81
15
5.88
115.0
0.33
284.12
282.68
286.70
2.58
DI
7
8
18
RCP
129
3.00%
8
283.25
-
276.53 -
CI
8
9
18
RCP
66
2.00%
9
270.30
267.84
267.64 -
CI
4
5
4
0.076
0.076
0.960
0.960
5
0.00
5.00
7.22
0.52
6.50
1.25%
5.60
15
5.88
18.0
0.05
286.40
286.18
288.40
2.00
13
15
RCP
101
2.00%
12
287.50
-
285.50 -
DI
13
14
15
RCP
118
2.20%
13
286.65
283.48
283.28 -
CI
14
15
5
6
1-5
0.046
1.073
0.960
0.722
5
0.33
5.33
7.14
5.53
6.50
8.0%
9.58
15
14.87
46.0
0.05
285.98
282.30
288.40
2.43
6
7
1-6
0.071
1.144
0.960
0.737
5
0.38
5.38
7.12
6.01
6.50
0.75%
15.39
18
5.14
173.0
0.56
282.10
280.80
284.80
2.71
7
8
1-7
1.185
2.329
0.960
0.850
5
0.94
5.94
6.98
13.82
10.00
3.00%
16.22
18
10.28
129.0
0.21
280.60
276.73
283.20
2.60
8
9
1-8
0.519
2.848
0.960
0.870
5
0.00
5.00
7.22
17.91
6.50
2.00%
19.29
18
8.40
66.0
0.13
276.53
267.84
283.25
6.72
9
10
1-9
0.062
2.910
0.960
0.872
5
0.13
5.13
7.19
18.25
6.50
3.41%
17.58
18
10.96
121.0
0.18
267.64
263.51
270.30
2.66
10
11
1-10
0.680
3.590
0.870
0.872
5
0.00
5.00
7.22
22.61
6.50
1.00%
23.97
18
5.94
30.0
0.08
263.31
263.01
265.50
2.19
5
12
13
12
0.386
0.386
0.835
0.835
5
0.00
5.00
7.22
2.33
6.50
2.00%
8.98
15
7.43
101.0
0.23
285.50
283.48
287.50
2.00
13
14
12-13
0.612
0.998
0.895
0.872
5
0.23
5.23
7.16
6.23
6.50
2.20%
12.75
15
7.80
118.0
0.25
283.28
280.68
286.65
3.37
14
15
12-14
0.463
1.461
0.871
0.872
5
0.48
5.48
7.10
9.04
6.50
1.00%
17.00
15
5.26
108.0
0.34
280.48
279.40
282.50
2.02
15
17
12-15
0.214
1.675
0.820
0.865
5
0.82
5.82
7.01
10.15
6.50
4.96%
13.15
15
11.71
103.0
0.15
272.90
267.80
276.30
3.40
16
17
16
0.417
2.092
0.960
0.960
5
0.00
5.00
7.22
14.51
6.50
6.05%
14.48
18
14.60
32.0
0.04
269.74
267.80
283.70
13.96
17
18
12-17
0.315
2.407
0.733
0.864
5
0.15
5.15
7.18
14.51
6.50
1.80%
18.18
18
7.96
157.0
0.33
267.60
264.77
269.50
1.90
18
19
12-18
0.461
2.868
0.766
0.848
5
0.48
5.48
7.10
14.51
7.50
1.07%
20.04
18
6.14
105.0
0.28
264.57
263.45
268.10
3.53
19
20
12-19
0.164
3.032
0.903
0.851
5
0.76
5.76
7.02
18.13
6.50
0.80%
23.01
18
5.31
31.0
0.10
263.25
263.00
265.25
2.00
8
21
22
21
0.280
0.280
0.790
0.790
5
0.00
5.00
7.22
1.60
6.50
0.75%
9.37
15
4.55
28.0
0.10
285.50
285.29
288.50
3.00
22
24
21-22
0.331
0.331
0.803
0.803
5
0.10
5.10
7.19
1.91
6.50
5.00%
7.02
15
11.75
168.0
0.24
285.09
276.69
288.50
3.41
23
24
23
0.115
0.446
0.874
0.821
5
0.34
5.34
7.13
2.61
6.50
0.75%
11.26
15
4.55
28.0
0.10
277.91
277.70
280.91
3.00
24
EXYI
21-22, 23-24
0.383
0.383
0.768
0.768
5
0.44
5.44
7.11
2.09
6.50
4.27%
7.48
15
10.86
101.0
0.15
276.49
272.18
280.91
4.42
10
263.51
18
18.25
121
113.8
0.025711
3.11
10.96
0.47
10.96
0.65
70
0.61
1.14
5.37
268.88
4.16
OK
*Qmax is calculated for each pipe size with 1.0 (HW/D) being the limiting factor;
STORM
DRAINAGE
SCHEDULE
Qo (cfs)
10 YR
Lo (ft)
Apex Electrical Ops Center Stormwater Inlet Analysis
Sf
STRUCTURES
Vout
He
Vin
STORM
DRAINAGE PIPE
Bend
Angle
STRUCTURE
Hb
Ht
INVERT
rin7Uia.
REMARKS
LENGTH
NUMBER
RIM ELEV
INVERT IN
OUT
DETAIL
TYPE
FROM
TO
SIZE
TYPE
(feet)
SLOPE(%)
1
287.80
-
285.80 -
CI
1
2
15
RCP
76
0.75%
2
288.50
285.23
285.03 -
CI
2
3
15
RCP
71
1.00%
3
286.70
284.32
284.12 -
Y
3
5
15
RCP
115
1.25%
4
288.40
-
286.40 -
CI
4
5
15
RCP
18
1.25%
5
288.40
282.6825, 286.175
285.98 -
CI
5
6
15
RCP
46
8.00%
6
284.80
282.30
282.10 -
DI
6
7
18
RCP
173
0.75%
7
283.20
280.80
280.60 -
DI
7
8
18
RCP
129
3.00%
8
283.25
-
276.53 -
CI
8
9
18
RCP
66
2.00%
9
270.30
267.84
267.64 -
CI
9
10
18
RCP
121
3.41%
10
265.50
-
263.31 -
CI
10
11
18
RCP
30
1.00%
11
-
263.01
- -
FES
12
13
15
RCP
101
2.00%
12
287.50
-
285.50 -
DI
13
14
15
RCP
118
2.20%
13
286.65
283.48
283.28 -
CI
14
15
15
RCP
108
1.00%
14
282.50
280.68
280.48 -
DI
15
17
15
RCP
103
4.96%
15
276.30
279.40
272.90 -
CI
16
17
18
RCP
32
6.05%
16
283.70
-
269.74 -
CI
17
18
18
RCP
157
1.80%
17
269.50
267.7952, 267.804
267.60 -
DI
18
19
18
RCP
105
1.07%
18
268.10
264.77
264.57 -
DI
19
20
18
RCP
31
0.80%
19
265.25
263.45
263.25 -
DI
21
22
15
RCP
28
0.75%
20
-
263.00
- -
FES
22
24
15
RCP
168
5.00%
21
288.50
-
285.50 -
CI
23
24
15
RCP
28
0.75%
22
288.50
285.29
285.09 -
CI
24
EXYI
15
RCP
101
4.27%
23
280.91
-
277.91 -
Cl
26
EXYI
36
RCP
136
2.80%
24
280.91
276.69, 277.7
276.49 -
Cl
0.19
55
0.55
0.30
0.62
286.79
25
-
-
276.00 -
FES
Apex Electrical Utility Department Ops Center Stormwater Inlet Analysis
P.N. 1804
Hydraulic Grade Line Calculations
10 year storm
n = 0.013
g = 195 >10 yr storm
h = 22 >10 yr storm
INLET OR
JUNCT.
NO
No.
OUTLET
W. S.
ELEV
Do (in.)
Qo (cfs)
10 YR
Lo (ft)
Kf
Sf
Hf
Vout
He
Vin
HEAD
LOSSES
He
Bend
Angle
K
Hb
Ht
INLET
W.S.
ELEV
rin7Uia.
REMARKS
1
1
5.80
2
285.23
15
1.82
76
70
0.000676
0.05
4.55
0.08
4.55
0.11
75
0.00
0.00
0.24
285.47
3.25
OK
2
285.03
3
284.32
15
3.17
71
70
0.0020451
0.15
5.26
0.11
5.26
0.15
36
0.42
0.181
0.58
284.90
4.72
OK
3
284.12
5
282.68
15
4.76
115
70
0.004620
0.531
5.88
0.13
5.88
0.19
0
0.10
0.05
0.91
283.59
3.83
OK
4
286.40
5
286.18
15
0.52
18
70
0.000056
0.001
5.88
0.13
5.88
0.19
55
0.55
0.30
0.62
286.79
3.25
OK
5
285.98
6
282.30
15
5.53
46
70
0.006249
0.29
14.87
0.86
14.87
1.20
19
0.16
0.55
2.90
285.19
3.68
OK
6
282.10
7
280.80
18
6.01
173
113.8
0.002786
0.48
5.14
0.10
5.14
0.14
24
0.28
0.11
0.84
281.64
4.21
OK
7
1
1
280.60
8
276.73
18
13.82
129
113.8
0.014756
1.90
10.28
0.41
10.28
0.57
36
0.42
0.69
3.58
280.31
4.10
OK
8
276.53
9
267.84
18
17.91
66
113.8
0.024756
1.63
8.40
0.27
8.40
0.38
83
0.00
0.00
2.29
270.13
8.22
OK
9
267.64
10
263.51
18
18.25
121
113.8
0.025711
3.11
10.96
0.47
10.96
0.65
70
0.61
1.14
5.37
268.88
4.16
OK
10
263.31
11
263.01
18
22.61
30
113.8
0.039473
1.18
5.94
0.14
5.941
0.19
13.5
0.10
0.05
1.57
264.58
3.69
OK
12
285.50
13
283.48
15
2.33
101
70
0.001109
0.11
7.43
0.21
7.43
0.30
1.5
0.10
0.09
0.71
284.19
3.25
OK
13
283.28
14
280.68
15
6.23
118
70
0.007928
0.94
7.80
0.24
7.80
0.33
12
0.10
0.09
1.60
282.28
4.62
OK
14
280.48
15
279.40
15
9.04
108
70
0.016667
1.80
5.26
0.11
5.26
0.15
5
0.10
0.04
2.10
281.50
3.27
OK
15
272.90
17
267.80
15
10.15
103
70
0.021039
2.17
11.71
0.53
11.71
0.74
70
0.61
1.30
4.74
272.54
4.65
OK
16
269.74
17
267.80
18
14.51
32
113.8
0.016248
0.52
14.60
0.83
14.60
1.16
23
0.28
0.93
3.43
271.24
15.46
OK
17
267.60
18
264.77
18
14.51
157
113.8
0.016248
2.55
7.96
0.25
7.96
0.34
2
0.10
0.10
3.24
268.01
3.40
OK
18
264.57
19
263.45
18
14.51
105
113.8
0.016248
1.71
6.14
0.15
6.14
0.20
0
0.10
0.06
2.12
265.56
5.03
OK
19
263.25
20
263.00
18
18.13
31
113.8
0.025389
0.79
5.31
0.11
5.31
0.15
8
0.10
0.04
1.091
264.09
3.50
OK
20
285.50
21
285.29
15
1.60
28
70
0.000521
0.01
4.55
0.08
4.55
0.11
0
0.10
0.03
0.24
285.53
4.25
OK
22
285.09
23
276.69
15
0.00
168
70
0.000000
0.00
11.75
0.54
11.75
0.75
90
0.70
1.50
2.79
279.48
4.66
OK
231
1
277.91
25
277.70
15
2.61
28
70
0.001391
0.04
4.55
0.08
4.55
0.11
24
0.28
0.09
0.32
278.02
4.25
OK
24
276.49
25
272.18
15
2.091
101
70
0.0008921
0.09
10.86
0.46
10.86
0.64
67
0.61
1.12
2.31
274.48
5.67
OK
WETLAND IMPACT PLAN SET
222 cloister court
chapel hill, nc 27514
919.401.8586
www.cra-ae.com
,- W'Slam 119114ret 1
.•''•��N • CA
0
••,��.
•=p�.oFEss�o4�
� 2 •-y
SW50L�;
K: n1 %k
n4;
no. revisions
The use of these plans and specifications
shall be restricted to the original site for
which they were prepared and publication
thereof is expressly limited to such use.
Re -use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Title to the plans and specifications remain
in the architect without prejudice. It is to
be returned upon request to the architect.
Visual contact with those plans and
specifications shall constitute prima facie
evidence of the acceptance of these
restrictions.
drawn checked
STORM
DRAINAGE
DETAILS
sheet
C302
project no. 1804
date 04/08/19

Sediment Basin
Okay
6.86 Disturbed Area (Acres)
33.68 Peak Flow from 10 -year Storm (cfs)
12345 Required Volume ft3
14672 Required Surface Area ft2
85.7 Suggested Width ft
171.3 Suggested Length ft
3 Trial Side Slope Ratio Z-1
6 Trial Depth ft
varies Bottom Width ft
varies Bottom Length ft
8751.29 Bottom Area ft2
96674 Actual Volume 0
23696 Actual Surface Area ft2
Okay
Okay
2 Skimmer Size (inches)
0.167 Head on Skimmer (feet)
2 Orifice Size (1/4 inch increments)
3.27 Dewatering Time (days) Okay
Dewatering Time should be 2-5 days
CHARLES WALDEN, ET AL
D.B. 10538, PG. 817
B.M. 2003, PG. 1678
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CALA TLANTIC GROUP, INC.
D.B. 16709, PG. 1316
SUBDI NS/ON & RECOMB/NA DON PLAT FOR
BUCKHORN PRESERVE, PHASE fA
B.M. 2018, PGS 1041-1051
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D.B. 16659, PG. 1175
PARKSIOE AT BELLA CASA
B.M. 2017 PG. 228 - PHASE 14
BELLA CASA HOMEOWNERS ASSOCIATION, INC.
D.B. 16799, PG. 533
B.M. 2016, PG. 755 - PARKSTDE AT BELLA CASA PUD RECREADON S1 TE
SILT FENCE
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EROSION CONTROL CONSTRUCTION SEQUENCE:
ALL WORK SHALL CONFORM TO NCDEQ REQUIREMENTS
1. NOTIFY DEQ REGIONAL OFFICE AT LEAST 72 HOURS PRIOR TO COMMENCING THE
LAND DISTURBING ACTIVITY AT 919-791-4200.
2. HOLD THE PRE -CONSTRUCTION MEETING WITH ENGINEER OF RECORD AND STATE
INSPECTOR. PROVIDE ESC COORDINATOR'S NAME AND PHONE NUMBER (MICHAEL
HAMMERSLEY, 919-401-8586) TO NCDEQ AND ENGINEER OF RECORD.
3. THE SITE SHALL BE INSPECTED, AT MINIMUM WEEKLY AND FOLLOWING SIGNIFICANT
RAINS OF 0.5"/24 HOURS OR GREATER, REPORTS SHALL BE GENERATED FOR ALL
INSPECTIONS AND ACTIONS USING STORMWATER INSPECTION FORM NCGO10000-LAND
DISTURBING ACTIVITIES.
4. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
5. INSTALL PERIMETER PROTECTION (SILT FENCE, TREE PROTECTION, INLET PROTECTION,
ETC.)
6. CLEAR ENOUGH AREA TO INSTALL THE SKIMMER BASINS AND SEDIMENT DIVERSION
DITCHES.
7. INSTALL THE DIVERSION DITCHES IMMEDIATELY AFTER SKIMMER BASINS ARE
CONSTRUCTED.
8. SKIMMER BASIN AND DIVERSION DITCHES ARE TO BE STABILIZED IMMEDIATELY.
9. INSTALL THE NEW STORM DRAIN LINES.
10. ADD INLET PROTECTION AROUND THE NEW INLETS
11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH NCDEQ STANDARDS
AND MANUFACTURER'S RECOMMENDATIONS.
12. INSPECT AND MAINTAIN ALL SEDIMENT & EROSION CONTROL MEASURES AFTER EACH
1/2" OR GREATER STORM EVENT
13. ALL SEDIMENT MUST BE CLEANED UP USING DRY METHODS (IE NO WASHING
SEDIMENT OFF ROADWAYS)
14. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS WITH
STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. ALSO,
COVER AREAS BEFORE MAJOR STORM EVENTS.
15. STABILIZE ALL AREAS WITHIN 7 DAYS OF REACHING FINAL GRADE.
16. INACTIVE AREAS SHALL BE STABILIZED/PROVIDED WITH GROUND COVER WITHIN 7
DAYS.
17. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 14 DAYS.
18. REQUEST INSPECTION FROM ENGINEER OF RECORD. REMOVE TEMPORARY DEVICES
UPON ENGINEERS APPROVAL. CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION,
MAINTENANCE, AND REMOVAL OF THESE SYSTEMS.
19. RESEED ALL DISTURBED AREAS.
20. FOR ANY QUESTIONS WHICH COME UP DURING THE CONSTRUCTION CONTACT
MICHAEL HAMMERSLEY AT 919-401-8586.
� II
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30. CURB t CUTle,I
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TOTAL DISTURBED
AREA =9.70 AC
Ground Cover Requirements for
Slope Conditions
7 days
to
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7 days
14 days
14 days
7 days
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14 days
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EROSION CONTROL CONSTRUCTION SEQUENCE:
ALL WORK SHALL CONFORM TO NCDEQ REQUIREMENTS
1. NOTIFY DEQ REGIONAL OFFICE AT LEAST 72 HOURS PRIOR TO COMMENCING THE
LAND DISTURBING ACTIVITY AT 919-791-4200.
2. HOLD THE PRE -CONSTRUCTION MEETING WITH ENGINEER OF RECORD AND STATE
INSPECTOR. PROVIDE ESC COORDINATOR'S NAME AND PHONE NUMBER (MICHAEL
HAMMERSLEY, 919-401-8586) TO NCDEQ AND ENGINEER OF RECORD.
3. THE SITE SHALL BE INSPECTED, AT MINIMUM WEEKLY AND FOLLOWING SIGNIFICANT
RAINS OF 0.5"/24 HOURS OR GREATER, REPORTS SHALL BE GENERATED FOR ALL
INSPECTIONS AND ACTIONS USING STORMWATER INSPECTION FORM NCGO10000-LAND
DISTURBING ACTIVITIES.
4. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
5. INSTALL PERIMETER PROTECTION (SILT FENCE, TREE PROTECTION, INLET PROTECTION,
ETC.)
6. CLEAR ENOUGH AREA TO INSTALL THE SKIMMER BASINS AND SEDIMENT DIVERSION
DITCHES.
7. INSTALL THE DIVERSION DITCHES IMMEDIATELY AFTER SKIMMER BASINS ARE
CONSTRUCTED.
8. SKIMMER BASIN AND DIVERSION DITCHES ARE TO BE STABILIZED IMMEDIATELY.
9. INSTALL THE NEW STORM DRAIN LINES.
10. ADD INLET PROTECTION AROUND THE NEW INLETS
11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH NCDEQ STANDARDS
AND MANUFACTURER'S RECOMMENDATIONS.
12. INSPECT AND MAINTAIN ALL SEDIMENT & EROSION CONTROL MEASURES AFTER EACH
1/2" OR GREATER STORM EVENT
13. ALL SEDIMENT MUST BE CLEANED UP USING DRY METHODS (IE NO WASHING
SEDIMENT OFF ROADWAYS)
14. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS WITH
STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. ALSO,
COVER AREAS BEFORE MAJOR STORM EVENTS.
15. STABILIZE ALL AREAS WITHIN 7 DAYS OF REACHING FINAL GRADE.
16. INACTIVE AREAS SHALL BE STABILIZED/PROVIDED WITH GROUND COVER WITHIN 7
DAYS.
17. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 14 DAYS.
18. REQUEST INSPECTION FROM ENGINEER OF RECORD. REMOVE TEMPORARY DEVICES
UPON ENGINEERS APPROVAL. CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION,
MAINTENANCE, AND REMOVAL OF THESE SYSTEMS.
19. RESEED ALL DISTURBED AREAS.
20. FOR ANY QUESTIONS WHICH COME UP DURING THE CONSTRUCTION CONTACT
MICHAEL HAMMERSLEY AT 919-401-8586.
� II
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30. CURB t CUTle,I
\rc
l0 W or greater
S
ID
�^ VY or Mess
TOTAL DISTURBED
AREA =9.70 AC
Ground Cover Requirements for
Slope Conditions
7 days
7 days
7 days
14 days
I days
7 days
14 days
14 days
7 days
14 days i
14 days
14 days
Steeper than 2.1 Steeper than 3:1 3:1- 4:1 Flatter tMn 4:1
EXISTING LEGEND
EIP •
EXISTING IRON PIPE
IPS O
IRON PIPE SET
648
UTILITY POLE
0
SANITARY SEWER MANHOLE
IQ/W
EXISMNG RIGHT OF WAY
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
CMP
CORRUGATED METAL PIPE
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WATER VALVE
FH
FIRE HYDRANT WATER VALVE
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AREA LIGHT POST
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-
PROPERTY LINE
EROSION CONTROL LEGEND
SCALE: 1" = 60'-0"
60 30 0 60 120
SITE PLAN SET
222 cloister court
chapel hill, nc 27514
919.401.8586
www.cra-ae.com
C A R
2.
L
-- 1 1 A 11150
CONSTRUCTION ENTRANCE
SILT FENCE
648
CONTOUR & LABEL
TD E-
TEMPORARY DIVERSION DITCH
CONSTRUCTION FENCE
SEDIMENT BASIN BAFFLES
LIMITS OF DISTURBANCE
INLET PROTECTION
SILT FENCE STONE
OUTLET
SCALE: 1" = 60'-0"
60 30 0 60 120
SITE PLAN SET
222 cloister court
chapel hill, nc 27514
919.401.8586
www.cra-ae.com
C A R
2.
L
-- 1 1 A 11150
no. revisions
The use of these plans and specifications
shall be restricted to the original site for
which they were prepared and publication
thereof is expressly limited to such use.
Re -use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Title to the plans and specifications remain
in the architect without prejudice. It is to
be returned upon request to the architect.
Visual contact with those plans and
specifications shall constitute prima facie
evidence of the acceptance of these
restrictions.
drawn checked
OVERALL
EROSION
CONTROL
PLAN
sheet
C5.0
project no. 1804
date 12/03/18
N
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no. revisions
The use of these plans and specifications
shall be restricted to the original site for
which they were prepared and publication
thereof is expressly limited to such use.
Re -use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Title to the plans and specifications remain
in the architect without prejudice. It is to
be returned upon request to the architect.
Visual contact with those plans and
specifications shall constitute prima facie
evidence of the acceptance of these
restrictions.
drawn checked
OVERALL
EROSION
CONTROL
PLAN
sheet
C5.0
project no. 1804
date 12/03/18

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(20) Cephalanthus occidentalis (typ.) V - (4) Qu rcus lyrata (typ.)
(20) Leucothoe racemosa (typ.)-
c OBetula nigra (typ.)
(17) Eupatoriadelphus fistulosus (typ.) V W (8) Pinus virginiana (typ.)
(20) Viburnum nudum (typ.) V W W
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(15) Rhus typhina
(1) Cedrus deodora
(3) Juniperus virginiana ---�
(3) UTItITY PANELS
UT/L/TY BOX
(1) Ilex opaca
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SCM PLANT KEY
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Juncus effusa
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Iris virginica
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(48)
Scirpus cyperinus
00
(48)
Carex stricta
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(25)
Lobelia cardinalis
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(25)
Iris versicolor
o
Aronia arbutifolia — 3 gal cont.
19
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SCM PLANT KEY
O
(243)
Juncus effusa
®
(97)
Iris virginica
° l
(48)
Scirpus cyperinus
00
(48)
Carex stricta
I� O
(25)
Lobelia cardinalis
V
(25)
Iris versicolor
Taxodium distichum
Quercus lyrata
POND EDGE = 553 If
SCM PLANT SCHEDULE
GRASSES AND PERENNIALS - 3' INLAND = 524 sf
U
Itea virginica — 3 gal cont, 5 O.C.
Common Name
Container
Notes
243
Juncus effusus
Common Rush
00
oO .
Panicum virgatum — 1 gal
Iris virginica
0-
bare root
2' o.c. / 20% of area
48
Scirpus cyperinus
o
Aronia arbutifolia — 3 gal cont.
2' o.c. / 10% of area
N
Carex stricta
Tussock Sedge
bare root
2' o.c. / 10% of area
25
Lobelia cardinalis
Cardinalflower
E
U
Illicium floridanum 3 gal cont.
Betula nigra
N
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Rosa palustrus
SHRUBS - 4' PLUS FROM PERMANENT POOL LINE = 7,400 sf
0
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Container
U
Cephalanthus occidentalis 1 gal cont.
3 gal.
co
Q
6 Aronia arbutifolia Chokeberry
O
Viburnum nudum 1 gal cont.
6 Illicium floridanum Florida Anise Tree
3 gal.
6' o. c.
20 Rosa palustris Swamp Rose
1 qt. / 1 gal.
4' o. c.
20 Cephalanthus occidentalis Buttonbush
1 qt. / 1 gal.
ULeucothoe
racemosa 1 gal cont.
\ /
4' o.c.
(
Hibiscus coccineus
Nyssa aquatica
15 Rhus typStaghorn Sumac
a
o
6' o.c.
Helianthus angustifolius 1 gal cont.
\
Botanical Name
Common Name
Eupatoriadelphus fistulosus 1 al cont.
9
/
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Panicum virgatum
O
Lobelia siphilitica 1 qt
4' o. c.
17
0
to
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Chasmanthium latifloium 1 qt cont.
4' o.c.
18
®
Aster novae—angliae 1 qt cont.
1 qt. / 1 gal.
O
Magnolia virginiana
Eupatoriadelphus fistulosus
Joe-Pye Weed
1 qt. / 1 gal.
4' o.c.
36
Lobelia siphilitica
Native meadow seed mix: Mix and
1 qt. / 1 gal.
•
36
- seeding specifications TBD based on
River Oats
`.
2' o.c.
native conditions and management plan
Aster novae-angliae
POND EDGE = 553 If
SCM PLANT SCHEDULE
GRASSES AND PERENNIALS - 3' INLAND = 524 sf
Qty
Botanical Name
Common Name
Container
Notes
243
Juncus effusus
Common Rush
bare root
2' o.c. / 50% of area
97
Iris virginica
Virginia Iris
bare root
2' o.c. / 20% of area
48
Scirpus cyperinus
Woolgrass
bare root
2' o.c. / 10% of area
48
Carex stricta
Tussock Sedge
bare root
2' o.c. / 10% of area
25
Lobelia cardinalis
Cardinalflower
bare root
2' o.c. / 5% of area
25
Iris versicolor
Blue Flag
bare root
2' o.c. / 5% of area
SHRUBS - 4' PLUS FROM PERMANENT POOL LINE = 7,400 sf
Qty Botanical Name Common Name
Container
Notes
102 Itea virginica Virginia Sweetspire
3 gal.
5' o. c.
6 Aronia arbutifolia Chokeberry
3 gal.
6' o.c.
6 Illicium floridanum Florida Anise Tree
3 gal.
6' o. c.
20 Rosa palustris Swamp Rose
1 qt. / 1 gal.
4' o. c.
20 Cephalanthus occidentalis Buttonbush
1 qt. / 1 gal.
4' o. c.
20 Viburnum nudum Possumhaw Viburnum
1 qt. / 1 gal.
4' o.c.
2 eu tho ace osa Swamp doghobble
1 qt. / 1 gal.
4' o.c.
15 Rhus typStaghorn Sumac
gal
6' o.c.
PERENNIALS - 4' PLUS FROM PERMANENT POOL LINE = 7,400 sf
Qty
Botanical Name
Common Name
Container
Notes
160
Panicum virgatum
Switchgrass
1 qt. / 1 gal.
4' o. c.
17
Hibiscus cooccineus
Scarlet Rosemallow
1 qt. / 1 gal.
4' o.c.
18
Helianthus angustifolius
Swamp Sunflower
1 qt. / 1 gal.
4' o. c.
17
Eupatoriadelphus fistulosus
Joe-Pye Weed
1 qt. / 1 gal.
4' o.c.
36
Lobelia siphilitica
Blue Cardinalflower
1 qt. / 1 gal.
Z o.c.
36
Chasmanthium latifolium
River Oats
1 qt.
2' o.c.
36
Aster novae-angliae
New England Aster
1 qt.
2' o.c.
TREES - 30' APART RANDOMLY/ 1 TREE PER 100 LF OF PERMANENT POOL SHORELINE/ NOT ON DAM/ NOT WITHIN 20' OF SCM STRUCTURE
Qty Botanical Name Common Name Container Notes
Tax dium distichum Baldcypress 10 gal. Full, healthy root ball
4 Quercus lyrata Overcup Oak 0 9'd Fu , hea thy r of b II
4 Betula nigra River Birch 10 gal. Full, healthy root ball
4 Nyssa aquatica Water Tupelo 10 gal. Full, healthy root ball
5 Magnolia virginiana Sweetbay Magnolia 10 gal. Full, healthy root ball
8 Pinus virginiana Virginia Pine 22" cal. Full, Heavy, Min. 8' Tall
5 Juniperus virgimana Eastern Red Cedar 2" c Fu , He vy, In. al
1ex opaca American Ho y 12" c I. 8' all
1 Cedrus deodora Deodar Cedar 22" cal.S:R I, e vy, in. Ta
1 Quercus phellos Willow Oak 22" cal. Single Stem, Min. 12' Tall
SCALE: 1" = 20'-0"
20 10 0 20 40
222 cloister court
chapel hill, nc
27514
919.401.8586
www.cra—ae.com
CLL -TRI BLAND UTARY
N , BUILD
Katherine Gill, PLA
TRIBUTARY LAND DESIGN, PLLC
1812 Chapel Hill Rd; Durham, NC 27707
919.403.1311; [e-mail]
no. revisions
zj�Plant numbers
updated.
The use of these plans and specifications
shall be restricted to the original site for
which they were prepared and publication
thereof is expressly limited to such use.
Re–use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Title to the plans and specifications remain
in the architect without prejudice. It is to
be returned upon request to the architect.
Visual contact with those plans and
specifications shall constitute prima facie
evidence of the acceptance of these
restrictions.
drawn checked
LN, KG KG
SCM PLANTING
PLAN
sheet
Ll
2
■
project no. 1804
date 12/01/18 Rev. 1.11.19
REV: 3.8.19
N
4�
U
O
�
�
O
Ix
O
U�
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no. revisions
zj�Plant numbers
updated.
The use of these plans and specifications
shall be restricted to the original site for
which they were prepared and publication
thereof is expressly limited to such use.
Re–use, reproduction, or publication by any
method, in whole or in part, is prohibited.
Title to the plans and specifications remain
in the architect without prejudice. It is to
be returned upon request to the architect.
Visual contact with those plans and
specifications shall constitute prima facie
evidence of the acceptance of these
restrictions.
drawn checked
LN, KG KG
SCM PLANTING
PLAN
sheet
Ll
2
■
project no. 1804
date 12/01/18 Rev. 1.11.19
REV: 3.8.19

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
March 11, 2019
Alexander Aycrigg
Froehling & Robertson, Inc.
310 Hubert Street
Raleigh, NC 27603
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Construct Town of Apex Electric Operations Center, 2850 Milano Avenue, Apex, Wake County,
ER 19-0793
Dear Mr. Aycrigg:
Thank you for your email of February 8, 2019, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or
environmental.reviewkncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
►` Ramona M. Bartos
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599