20086 & 23035 - Chadbourn Mill & Theron Properties_Final Grade Soil Assessment Work Plan

Via Email

September 14, 2022

NCDEQ – Division of Waste Management
Brownfields Program
1646 Mail Service Center
Raleigh, North Carolina 27699-1646

Attn: Ms. Carolyn Minnich

Re: Final Grade Soil Assessment Work Plan
Chadbourn Mill East and Theron Properties
515 Jordan Place and 431 Charles Avenue
Charlotte, North Carolina
Brownfields Project Nos. 20086-16-060 and 23035-19-060
H&H Project No. CAM-010

Dear Carolyn:

On behalf of CUSA NC Holdings, LP, enclosed please find a copy of the Final Grade Soil Assessment
Work Plan prepared for the eastern portion of the Chadbourn Mill Brownfields property and the Theron
Properties Brownfields property located in Charlotte, Mecklenburg County. In addition, H&H has provided
a completed copy of the Brownfields Program Environmental Site Assessment Work Plan Minimum
Requirements Checklist for ease of your review.

Should you have any questions or need additional information, please do not hesitate to contact us at (704)
586-0007.

Sincerely,
Hart & Hickman, PC
Andrew Besu Ralph McGee, PG
Environmental Redevelopment Manager Project Manager

Enclosures:

cc: Mr. Will Smith, Camden USA (via email)
Mr. Duane Canter, Camden USA (via email)
Environmental Site Assessment Work Plan
Minimum Requirements Checklist
NCDEQ Brownfields Program – November 2018

Title Page
The title page should include the following information. Letter style reports are acceptable, as long as this
information is somewhere on the first page.
X Title of Work Plan
X Brownfields Project Name (not the development name)
X Brownfields Project Number
X Date (updated with each revision)
NA Revision Number
X Firm PE/PG License Number
X Individual PE/PG seal & signature

Section 1 – Introduction
X Provide the site location, address, and acreage.
X Provide a BRIEF summary of the history of the property and its history in the program. For
example: reiterating RECs from a Phase I ESA, indicate if the scope of work negotiated during a
Data Gap Meeting, etc.
X Briefly list and describe the data gaps the assessment is attempting to fill
NA Indicate if the assessment data is intended for use by any other DEQ programs in addition to the
Brownfields Program (i.e. UST, IHSB, etc.)

Section 2 – Scope of Work
X Provide a general description of proposed scope of work covered in this plan (i.e. 2 new monitoring
wells, six groundwater samples, 5 soil gas sampling points and 6 soil borings)
X Discuss samples to be collected by media and source area/location. Generally, the reasoning for the
sample locations selected.
X Describe depths of samples to be collected (Reference Table 1) or how that decision will be made
in the field, if needed.
X State for what each sample will be analyzed (briefly). Reference Table 1.

Section 3 – Sampling Methodology
X Reference the guidance documents you intend to use. ISHB, EPA SESD, VI Guidance, Well
Construction Rules (NCAC 2C). Note deviations or methodology planned that is not covered by
such guidance (e.g., multi-increment sampling, passive air samplers).
X Describe what will be installed (soil boring, temporary well, permanent well, sub slab, soil gas, etc.).
Include construction details.
X Discuss installation methodology (Hand Auger, DPT, etc.)
X Discuss sample collection procedures. Include the following, at a minimum:
 Equipment to be used
 Purging methods and volumes
 Stabilization parameters for groundwater sampling
 Field screening methods
Work Plan Checklist 
Version 1 November 2018 
Page 2 of 3 

 Leak check procedures for sub-slab and soil gas samples
 Discuss how and when vacuum readings will be collected (for summa cans)
X Discuss sample point abandonment

Section 4 – Laboratory Analyses
X Discuss the proposed analyses (include method number, preparation method, if there are concerns
with short hold times, etc).
NA Discuss any proposed limitations on the contaminants of concern, if any, and the reason for such
limitation (sufficient previous data, indoor air interferences, etc).
X Discuss laboratory certifications. Please note, NC does not certify labs for air samples. Please
specify what certification the proposed air lab holds.
X Indicate the Reporting Limits/Method Detection Limits will meet applicable screening criteria (to
the extent feasible). Include Reporting of J-Flags to meet criteria.
X Indicate what Level QA/QC will be reported by the laboratory. Level II QA/QC is typically
acceptable.

Section 5 – QA/QC
X Specify the duplicate sample frequency. Minimum requirement: 1 duplicate per 20 samples, per
media, per method.
X Discuss Trip Blank. 1 Trip Blank per cooler/shipment of groundwater VOC analyses.
NA Discuss how the lab will have sufficient sample volume for MS/MSD analyses.
X Discuss chain of custody and shipping.

Section 6 – Investigation Derived Waste (IDW) Management
X Discuss what IDW will be generated and how it is proposed to be managed. Management
recommendations should be in accordance with 15A NCAC 02T.1503 and 15A NCAC 02H. 0106.
Generally, if the Brownfields Property has not previously been assessed, then all IDW must be
containerized and characterized prior to management. Previous assessment data that indicate no
Hazardous Waste (listed or characteristic) is likely to be encountered in the area of proposed
assessment will be required before thin spreading of IDW on-site is permitted.
Section 7 – Reporting
This section should discuss the components of the assessment report which will be prepared as a result of
the above sample collection. At a minimum, the report shall include:
X Reporting/summary of site work conducted for all sections outlined above in this checklist;
X Summary of findings and possible recommendations;
X All applicable tables and figures outlined below with the addition of:
Tables for tabulated analytical data per media sampled and analyzed, compared against
applicable screening levels;
Figure depicting actual sample locations collected, with each media depicted in the legend,
graphic scale and north arrow; and
Groundwater potentiometric map, with graphic scale and north arrow,
X Firm PE/PG License Number
X Individual PE/PG seal & signature
Work Plan Checklist 
Version 1 November 2018 
Page 3 of 3 

Attachments
X Table 1 – Proposed Sample Locations and Analyses on a Summary Table that includes:
Sample ID
Sample Objective
Proposed Depth(s)
Analytical Method(s)
QA/QC Samples
Background Samples

X Figure 1 – Site Location Map
Site location on a topographic map base.
Graphic scale and north arrow

X Figure 2 – Site Map should include the following
Buildings
Historical sample locations
RECs or other areas of concern
Proposed sample locations
Sample Identification labels
Background Samples
QA/QC Samples
Graphic scale and north arrow
High quality aerial suggested as the base map

X Figure 3 – Proposed Development (if available)
Overlay of historical and proposed sample locations,
Graphic scale and north arrow.

NA Appendix – Summary of Historical Analytical Data (if needed)
i

s:\aaa-master projects\camden - cam\cam-010 camden noda redevelopment\final grade soil sampling\work plan\final to deq\20086 & 23035 - chadbourn mill & theron properties_final grade soil assessment work plan.docx
Final Grade Soil Assessment Work Plan
Chadbourn Mill East and Theron Properties
515 Jordan Place and 431 Charles Avenue
Charlotte, North Carolina
Brownfields Project Nos. 20086-16-060 and 23035-19-060
H&H Job No. CAM-010

Table of Contents

Section Page No.

1.0 Introduction ............................................................................................................................ 1
2.0 Final Grade Assessment Activities ....................................................................................... 3
2.1 Final Grade Soil Sampling Activities ................................................................................... 3
2.2 Quality Assurance/Quality Control ...................................................................................... 4
2.3 Boring Abandonment and Investigation Derived Waste ...................................................... 5
3.0 Reporting ................................................................................................................................ 6 

Table

Table 1 Proposed Final Grade Soil Sample Summary

Figures
Figure 1 Site Location Map
Figure 2 Proposed Final Grade Soil Sample Location Map

Appendices

Appendix A Planting Plans
Appendix B Paving Plans

1

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Final Grade Soil Assessment Work Plan
Chadbourn Mill East and Theron Properties
515 Jordan Place and 431 Charles Avenue
Charlotte, North Carolina
Brownfields Project Nos. 20086-16-060 and 23035-19-060
H&H Job No. CAM-010

1.0 Introduction

On behalf of CUSA NC Holdings, LP, Hart & Hickman, PC (H&H) has prepared this work plan
to conduct final grade soil sampling activities for the eastern parcel of the Chadbourn Mill
Brownfields property (Brownfields Project No. 20086-16-060) and the Theron Properties
Brownfields property (Brownfields Project No. 23035-19-060) located at 515 Jordan Place and
431 Charles Avenue in Charlotte, Mecklenburg County, North Carolina (Site or subject Site). The
Site consists of two contiguous parcels (Mecklenburg County Parcel ID Nos. {PINs} 08306808
and 08306705) that collectively total approximately 4.4 acres of land located in a rapidly
densifying area of the NoDa neighborhood. A Site location map is provided as Figure 1, and the
Site and surrounding area are shown in Figure 2.

A Brownfields Agreement between the North Carolina Department of Environmental Quality
(DEQ) and Faison-Chadbourn Mill, LLC was recorded for the Chadbourn Mill property on
September 1, 2017. A Brownfields Agreement between the DEQ and CUSA NC Holdings, LP
was recorded for Theron Properties on July 29, 2020. CUSA NC Holdings, LP acquired the eastern
parcel (PIN 08306705) of the Chadbourn Mill Brownfields property in May 2019. The Site is
currently being redeveloped with a mixed-use high-density residential and commercial/retail
apartment complex with associated access drives, a parking deck, a dog park, and open areas
known as Camden NoDa. The redevelopment encompasses the eastern portion of the Chadbourn
Mill Brownfields property and the Theron Properties.

In accordance with the North Carolina Department of Environmental Quality (DEQ) approved
Environmental Management Plan (EMP) dated January 27, 2020, final grade soil sampling will be
conducted at the Site following redevelopment in areas that are not covered with buildings,
concrete or asphaltic paved (hardscape) surfaces, or a minimum of two feet of demonstrably clean
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fill soil. Redevelopment of the Site is nearing completion and final grade has been achieved in
portions of the subject Site. Landscaped and hardscaped portions of the Site are shown in Figure
2. Planting Plans for the Site are provided in Appendix A, and a Paving Plan is included in
Appendix B. A discussion of the proposed final grade soil sampling is provided below.

3

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2.0 Final Grade Assessment Activities

Final grade soil sampling activities will be conducted at the Site to evaluate potential direct
exposure risks to future Site occupants and workers from shallow soil in landscaped areas. The
soil sampling activities will be performed in general accordance with the DEQ Inactive Hazardous
Sites Branch (IHSB) Guidelines for Assessment and Cleanup dated July 2021 and the most recent
versions of the U.S. Environmental Protection Agency (EPA) Region IV Lab Services and Applied
Sciences Division (LSASD) Field Branches Quality System and Technical Procedures guidance.

Prior to conducting the proposed assessment field activities, H&H will contact North Carolina 811,
the public utility locator, to mark subsurface utilities located on the Site. Additionally, soil boring
locations will be hand cleared utilizing stainless steel hand augers to further screen the boring
locations for the presence of subsurface utilities.

2.1 Final Grade Soil Sampling Activities

Based on review of the Site Paving Plan, the Site surface will consist predominantly of the building
footprint and hardscaped areas. Limited areas of grass, artificial turf, decorative gravel, and mulch
will be present at the Site and are shown as green shaded areas in Figure 3. The areas not covered
by hardscape or the building footprint have been divided into five final grade soil evaluation areas
(FG-1 through FG-5). Up to five shallow soil borings will be advanced within each final grade
evaluation area for the collection of aliquot soil samples from each shallow soil boring. Soil
sample aliquots collected from each evaluation area will be homogenized to form one composite
soil sample to represent shallow soil conditions in that evaluation area.

Aliquot soil borings will be advanced to a depth of approximately two ft below ground surface
(bgs) using a decontaminated stainless-steel hand auger. During boring advancement, continuous
soil samples will be collected from the center of the hand auger bucket at each boring location.
Soil samples will be described for lithologic purposes, observed for obvious evidence of staining
and unusual odors. A portion of the soil sample will be allowed to volatilize and will be field
screened for the presence of volatile organic vapors using a calibrated photoionization detector.

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Remaining portions of the aliquot soil samples will be homogenized to form a composite soil
sample representative of each evaluation area for a total of five composite final grade soil samples.
Soil samples selected for laboratory analysis will be collected directly into laboratory supplied
glassware, labeled with the sample identification, date, and requested analysis, and placed in a
laboratory supplied cooler with ice. The samples will be delivered to a North Carolina certified
laboratory under standard chain of custody protocols for the analyses outlined below.

Composite soil samples will be submitted for laboratory analysis of semi-volatile organic
compounds (SVOCs) by EPA Method 8270, Resource Conservation and Recovery Act (RCRA)
metals plus hexavalent chromium by EPA Methods 6020/7471/7199. In addition, one grab sample
will be collected from an undisturbed portion of an aliquot soil sample collected in each evaluation
area for a total of five grab soil samples that will be submitted for analysis of volatile organic
compounds (VOCs) by EPA Method 8260. A final grade soil sample summary is provided as
Table 1.

The grab samples collected for VOC analysis will be selected based on results of field screening
and collected from the aliquot exhibiting the highest likelihood for impact in each final grade
evaluation area. If field screening results do not identify obvious presence of impacts in an aliquot
soil sample, the final grade evaluation area grab samples will be collected from the 1 to 2 ft bgs
sample interval from a randomly selected aliquot soil boring in each evaluation area.

2.2 Quality Assurance/Quality Control

Non-dedicated equipment and tools will be decontaminated prior to use at each boring location.
To evaluate the reproducibility of the sample results, H&H will collect one duplicate soil sample
that will be submitted to the laboratory for the same analyses as the parent soil sample. In addition,
one trip blank will accompany sample glassware and will be shipped with the final grade soil
samples to the laboratory for analysis of VOCs by EPA Method 8260.

Laboratory quality assurance/quality control (QA/QC) procedures will be employed to ensure
appropriate sample handling and analysis and to aid in the review and validation of the analytical
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data. QA/QC procedures will be conducted in accordance with the method protocols and will
include regular equipment maintenance, equipment calibrations, and adherence to specific sample
custody and data management procedures. Samples will be analyzed in conjunction with
appropriate blanks, laboratory duplicates, continuing calibration standards, surrogate standards,
and matrix spiking standards in accordance with approved methodologies to monitor both
instrument and analyst performance. H&H will request that the laboratory include estimated
concentrations for compounds that are detected at levels above the laboratory method detection
limit, but below the laboratory reporting limit (J flags).

The laboratory analytical data report and QA package for the final grade soil samples submitted to
and analyzed by the subcontracted laboratory will be provided in an appendix to the final report.
Laboratory QA data consistent with Level II documentation will be requested for this project. A
copy of the completed chain-of-custody record and shipping receipt will be appended to the
corresponding laboratory analytical report included with the final report.

2.3 Boring Abandonment and Investigation Derived Waste

Following sampling activities, the soil borings will be properly abandoned and the surface will be
repaired similar to pre-sampling conditions. In addition, each soil boring location will be estimated
using a hand-held global positioning system (GPS) unit.

Investigation derived waste (IDW) generated during the sampling activities will be thin spread on-
Site in accordance with 15A NCAC 02T .1503 and 15A NCAC 02H .1506. However, if there is
evidence of significant impact (such as free product), the IDW will be containerized in 55-gallon
drums and staged on-Site pending analytical results of a composite IDW sample. Based on
laboratory analytical results of IDW samples, the drums will be managed in general accordance
with applicable rules.

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3.0 Reporting

Following completion of the final grade soil assessment for the Site, a report which describes the
methods and results of the final grade soil sampling activities will be prepared and submitted to
DEQ. The report will include a description of field activities, field screening results, a tabular
summary of the analytical results in comparison to the DEQ Preliminary Soil Remediation Goals
PSRGs, worst-case risk calculations, boring logs in tabular form (will include boring IDs, field
screening/PID results, and soil descriptions), figures depicting the sample locations, laboratory
analytical reports and chain of custody records, a discussion of QA/QC data, and conclusions based
upon our assessment activities. The report will be sealed by a North Carolina Professional
Engineer (PE) or Professional Geologist (PG) and the firm PE/PG numbers will be provided.

Table 1 Final Grade Soil Sample Summary Chadbourn Mill East and Theron Properties Charlotte, North Carolina Brownfields Project Nos. 20086-16-060 and 23035-19-060 H&H Job No. CAM-010 https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/camden - cam/cam-010 camden noda redevelopment/final grade soil sampling/work plan/table 1 - sample summary.docx Sample Objective Sample ID Number of Aliquot Soil Borings Sample Depth (ft bgs) VOCs (EPA Method 8260) SVOCs (EPA Method 8270) RCRA Metals (EPA Method 6020/7471) Hexavalent Chromium (EPA Method 7199) Final Grade Soil Assessment FG-1 5 0-2 X X X X FG-2 5 0-2 X X X X FG-3 5 0-2 X X X X FG-4 5 0-2 X X X X FG-5 5 0-2 X X X X QA/QC FG-Dup 5 0-2 X X X X Notes: 1) Soil samples for VOC analysis will be collected as grab samples from an undisturbed aliquot soil sample within each evaluation area. 2) Soil samples selected for SVOC and metals analysis will be collected as composite samples from each evaluation area. VOCs = volatile organic compounds; SVOCs = semi-VOCs; RCRA = Resource Conservation and Recovery Act ft bgs = feet below the ground surface; QA/QC = Quality Assurance/Quality Control
TITLE SITE LOCATION MAP
CHADBOURN MILL/THERON PROPERTIES
JORDAN PLACE & CHARLES AVENUE CHARLOTTE, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE:
08-10-2022 0
1CAM-010
SITE
0 2000 4000
APPROXIMATE
SCALE IN FEET
N
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
CHARLOTTE EAST, NC, 1991
PROJECT
JORDAN

P
L
A
C
E N. DAVIDSON STREETTEXT
MA
T
H
E
S
O
N

A
V
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CHARLE
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A
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E
N
U
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REVISION NO. 0
JOB NO. CAM-010
DATE: 8-22-22
FIGURE NO. 2
CHADBOURN MILL/THERON PROPERTIES
JORDAN PLACE & CHARLES AVENUE
CHARLOTTE, NORTH CAROLINA
SITE MAP
LEGEND
SITE BOUNDARY
2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 Geology
NOTES:
1. AERIAL IMAGERY OBTAINED FROM MECKLENBURGCOUNTY GIS.
RESIDENTIAL
FORMER CHADBOURN
MILL FACILITY
RESIDENTIALREDEVELOPMENT (UNDERCONSTRUCTION)
JORDAN

P
L
A
C
E N. DAVIDSON STREETTEXT
MA
T
H
E
SON

A
V
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CHARLE
S

A
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REVISION NO. 0
JOB NO. CAM-010
DATE: 8-16-22
FIGURE NO. 3
CHADBOURN MILL/THERON PROPERTIESJORDAN PLACE & CHARLES AVENUE
CHARLOTTE, NORTH CAROLINA
PROPOSED FINAL GRADE SOIL
SAMPLE LOCATION MAP
LEGEND
BROWNFIELDS PROPERTY BOUNDARY
UNPAVED AREAS
FG-1 SOIL ALIQUOT SAMPLE LOCATION
FG-2 SOIL ALIQUOT SAMPLE LOCATION
FG-3 SOIL ALIQUOT SAMPLE LOCATION
FG-4 SOIL ALIQUOT SAMPLE LOCATION
FG-5 SOIL ALIQUOT SAMPLE LOCATION
2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 Geology
A
B
C
D
E
FG-5
A
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FG-1
A
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FG-2
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FG-3
A
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FG-4
S:\AAA-Master Projects\Camden - CAM\CAM-010 Camden NoDa Redevelopment\Final Grade Soil Sampling\Work Plan\Figures\Chadbourn and Theron_20220803.dwg, Final Grade Soil, SVincent

Appendix A

Planting Plans
CO-WORKING
VANCC VANVANVANVAN
CCCC VANCC
C
VAN
UP
DN
pl
y
o
1.1% SLOPE (2% MAX)DN
5.6% SLOPE UP
5.1% SLOPEUPDNDNUPDNDN
DNDN
DN
U
PUPUPU
P
8.00
T
CLUB
LEASING
POOLEQUIP.
Xref C:\Users\mgrigsby\Desktop\MEP.dwg
FUTURE MULTI-FAMILY DEVELOPMENT
IN CONSTRUCTIONMATCHLINE 'A' - SEE SHEET L5.02MATCHLINE 'A' - SEE SHEET L5.03MATCHLINE 'H' - SEE SHEET L5.02
MATCHLINE 'H' - SEE SHEET L5.08 MATCHLINE 'B' - SEE SHEET L5.03MATCHLINE 'B' - SEE SHEET L5.04MATCHLINE 'C' - SEE SHEET L5.04
MATCHLINE 'C' - SEE SHEET L5.05
MATCHLINE 'D' - SEE SHEET L5.06MATCHLINE 'D' - SEE SHEET L5.05MATCHLINE 'F' - SEE SHEET L5.08MATCHLINE 'F' - SEE SHEET L5.06MATCHLINE 'G' - SEE SHEET L5.08
MATCHLINE 'G' - SEE SHEET L5.07
MATCHLINE 'E' - SEE SHEET L5.07MATCHLINE 'E' - SEE SHEET L5.06POOLCOURTYARDSEE AMENITY SET
PROPE
R
T
Y /
RI
G
H
T
O
F
W
A
Y
16' SETB
A
C
K
SPORT COURT
16' SE
T
B
A
C
K
INTERIOR COURTYARDSEE AMENITY SET
PROPERTY / RIGHT OF WAY16' SETBACKPID 08306808 (0 AC)ROSS, THERON MDB: 22680 PG: 668
PID 08306807 (0 AC) EDWARDS, MALIKDB: 22152 PG: 528
PID 08305105 (2.733 AC)WELLMON FAMILY LP, DB: 11115PG: 375
FUTURE MULTI-FAMILY DEVELOPMENTIN CONSTRUCTION
PID 08306708 (0.457 AC)WELLMON FAMILY LP, DB: 11115PG: 375
PID 08306603 (0.518 AC) NEESESAUSAGE CO, DB: 01257 PG: 341
SCULPTURE GARDEN
DAVIDSON ST.JORDA
N
P
L.
MATHESON AVE.
CHARLE
S

A
V
E.
16' SETBACK
JORDAN PL.PROPE
RT
Y /
RI
G
H
T
OF
WA
Y
16' SET
B
A
C
K
JORDAN
PL.PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPE
R
T
Y
LINE
PROPE
R
T
Y
LINE PROPERTY LINE
PROPE
RT
Y
LINE
PROPERTY / RIGHT OF WAY16' SETBACKDAVIDSON ST.POINT OF ROAD ABANDONMENT
AMENITYZONE
TRASH/RECYCLING
BIKE STORAGE
LOADING/MOVE-IN
RECYCLING/BULK TRASH
SPRINKLER STOR.MAINELEC.
MAINTENANCE+ TLT
SUE
SUE SUETREES CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.MIN. CAL.MIN. HT.REMARKS
LMS 23 LARGE MATURING B & B 3"8`-10` HT.MATCHED SPECIMEN, SINGLELEADER
SM 17 SMALL MATURING B & B 2"6`-8` HT.MATCHED SPECIMEN, SINGLELEADER
SHRUB AREAS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING MIN. HT.REMARKS
SC SHR 353 SF TBD SCREEN SHRUBS CONT.EVERGREEN SHRUBS, 30"MIN. INSTALL HEIGHT,
MATURE HEIGHT 5` - 6` TALLPER CITY REQUIREMENTS
SHR GC 16,407 SF TBD SHRUBS AND GROUNDCOVER CONT.
GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING MIN. HT.REMARKS
TIF TUF 614 SF BERMUDA X TIFTUF BERMUDA SOD
PLANT SCHEDULE
CAMDEN NODA
CAMDEN PROPERTY TRUST

CHARLOTTE,NC
1018414
REQUIRED PLANTING PLAN

L10.00
11/11/2020 5:02 PM N:\_2018\1018414\CAD\CONSTRUCTION DOCUMENTS\1018414_REQUIRED PLANTING PLAN.DWG
0
1"=
15'30'60'
30'
KEY MAP
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
CONSTRUCTION
DOCUMENTS
1ST LAND DEVELOPMENTSUBMITTAL
8/14/20192ND LAND DEVELOPMENTSUBMITTAL1
10/28/20193RD LAND DEVELOPMENTSUBMITTAL2
6/21/2019
01/17/2020100% CONSTRUCTIONDOCUMENTS3
03/03/20204
SEAL
REVIEW COMMENTS/QC
03/25/20205REVIEW COMMENTS
06/03/20206IFC ISSUANCE
07/01/20207RTAP / ASI 01
10/01/2020REVISIONS PERCOMMENTS8
11 / 09 / 2020
11/09/2020ASI 049

GENERAL PLANTING NOTES
1.AN UNDISTURBED TREE ANALYSIS WILL BE CONDUCTED IN THE FIELD WITH URBAN FORESTRY PRIORTO SITE CONSTRUCTION COMMENCEMENT.2.TREES WITHIN THE STREET RIGHT-OF-WAY ARE PROTECTED BY LAW. A PERMIT IS REQUIRED FROM
THE CITY ARBORIST AT [phone] PRIOR TO THE REMOVAL OF ANY RIGHT-OF-WAY TREES.3.REFER TO SHEET _ FOR PLANTING DETAILS AND NOTES.4.ALL TREES WITHIN RIGHT-OF-WAY MUST BE FREE OF BRANCHES 6'-0" FROM TOP OF ROOT BALL.5.WHERE TREES OR OTHER PLANTINGS OVERHANG ALONG THE CIRCULATION ROUTES AT THE SIDEWALKWITHOUT PROTECTION AT 27" A.F.F. OR LOWER, ASSURE THEY DO NOT EXTEND GREATER THAN 4" INTO THECIRCULATION ROUTE AT A HEIGHT OF 80" ABOVE GRADE OR LOWER
INTERNAL PLANTING REQUIREMENT (SEC. 21-96 F)
1 LARGE MATURING SHADE TREE PER10,000 SF IMPERVIOUS AREA169,884/ 10,000 = 17 TREES
17 LARGE MATURING SHADE TREES REQUIRED17 LARGE MATURING SHADE TREES PROVIDED
PERIMETER PLANTING REQUIREMENT (SEC. 21-96 E)
STREET TREES REQUIRED
JORDAN PLACE: +/- 482 LF(TOTAL +/-506 LF - +/-24 LF OF DRIVEWAY CUT)
17 SMALL MATURING SHADE TREES REQUIRED17 SMALL MATURING SHADE TREES PROVIDED*SMALL MATURING TREES PROVIDED DUE TO EXISTINGOVERHEAD UTILITY LINES
TREE SAVE AREA REQUIREMENTS (SEC. 21-94)
PARCEL ACREAGE
TREE SAVE REQUIRED:
+/-4.99 AC
TREE MITIGATION:N/A
BUFFER REQUIREMENTS
N/A, TOD EXEMPT FROM TREE SAVE
TOTAL IMPERVIOUS AREA:
N/A
SCREENING REQUIREMENTS (SEC. 12.303)
SCREEN FROM ABUTTING PROPERTY AND FROM PUBLIC VIEW FROM PUBLIC STREET:-BACKFLOW PREVENTERS
SHRUBS REQUIRED: 2' HT. AND 2' SPREAD MIN., 5' O.C. MAX
*TRANSFORMERS SCREENED WITH MASONRY ENCLOSURES
NATIVE SPECIES REQUIREMENT (SEC. 21-96 C)
CONTINUOUS PLANTING STRIP BETWEEN CYCLE TRACK + PEDESTRIAN SIDEWALK PER XCLT TRAIL
CROSS-SECTION (JORDAN PLACE), 8' WIDE PLANTING STRIP BACK OF CURB (NORTH DAVIDSON STREET.)
1 LARGE MATURING TREE PER 40' STREET FRONTAGE, 3" CALIPER MIN. (CHARLES AVENUE)
1 SMALL MATURING TREE PER 30' STREET FRONTAGE, 2” CALIPER MIN. (NORTH DAVIDSON STREET +JORDAN PLACE (DUE TO EXISTING OVERHEAD UTILITY LINES)*NOTE:STREET FRONTAGE ALONG CHARLES AVENUE MEASURED TO POINT OF ABANDONMENT (AS
INDICATED ON PLAN)
21 NATIVE TREES REQUIRED
40 TOTAL NEW TREES PROVIDED
21 NATIVE TREES PROVIDED
PLANTING TABULATION:
+/- 3.90 AC (169,884 SF)
NORTH DAVIDSON STREET: +/- 208 LF 5 LARGE MATURING SHADE TREES REQUIRED5 LARGE MATURING SHADE TREES PROVIDED
CHARLES AVENUE: +/- 57 LF(TOTAL +/-82 LF - +/-25 LF OF DRIVEWAY CUT)
1 LARGE MATURING SHADE TREES REQUIRED1 LARGE MATURING SHADE TREES PROVIDED*MEASURED TO LINE OF ABANDONMENT - SEE PLAN NOTE
NOTE:
TREES WILL BE INSTALLED AFTER LIGHT POLES
ARE INSTALLED. LANDSCAPE CONTRACTOR AND
GENERAL CONTRACTOR MUST CONTACT URBAN
FORESTRY REPRESENTATIVE TO REVIEW FORFINAL TREE PLACEMENT ON-SITE.
NOTE:
ALL INTERIOR PLANTING AREAS NOT WITHIN
RIGHT OF WAY, TO BE IRRIGATED.
NOTE:
FINAL PLANTING PLAN SHALL SUPERCEDE
REQUIRED PLANTING PLAN.
265 SQ FT
722 SQ FT
295 SQ FT
276 SQ FT
285 SQ FT
312 SQ FT
225 SQ FT
411 SQ FT
281 SQ FT
392 SQ FT
1465 SQ FT
1272 SQ FT
449 SQ FT
850 SQ FT
410 SQ FT
1715 SQ FT
1403 SQ FT
2074 SQ FT
9
9
9
UP
TREES CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.MIN. CAL.MIN. HT.REMARKS
CBE 17 CARPINUS BETULUS `FASTIGIATA`PYRAMIDAL EUROPEAN HORNBEAN B&B 2"10-12`MATCHED SPECIMEN, STRONG CENTRAL LEADER
CRE 33 CHIONANTHUS RETUSUS CHINESE FRINGE TREE B&B 2"10-12`MATCHED SPECIMEN, STONG CENTRAL LEADER
FGR 1 FAGUS GRANDIFOLIA AMERICAN BEECH B&B 4.5"18-20`MATCHED SPECIMEN, STRONG CENTRAL LEADER,LANDSCAPE ARCH TO APPROVE SELECTION
LST 5 LIQUIDAMBAR STYRACIFLUA `SLENDER SILHOUETTE`COLUMNAR SWEET GUM B&B 2"10-12`MATCHED SOECIMEN
PPE 4 PARROTIA PERSICA PERSIAN PARROTIA B&B 2"10-12`MATCHED SPECIMENS, MULTI-TRUNK WITH THREESTRONG LEADERS, LANDSCAPE ARCH TO APPROVEOF SELECTION
PCK 4 PISTACIA CHINENSIS `KEITH DAVEY`KEITH DAVEY CHINESE PISTACHE B&B 2"10-12`MATCHED SPECIMEN, STRONG CENTRAL LEADER,SINGLE LEADER
UPA 19 ULMUS PARVIFOLIA `ALLEE`ALLEE LACEBARK ELM B&B 2"10-12`MATCHED SPECIMEN, STRONG CENTRAL LEADER
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING MIN. HT.REMARKS
ARE 8 AJUGA REPTANS `CATLIN`S GIANT`CATLIN`S GIANT CARPET BUGLE #1 AS SHOWN MATCHED SPECIMEN, LOCATED ON THE ROOFTERRACE
ACT 89 ASTILBE CHINENSIS TAQUETII `SUPERBA`FALL ASTILBE #1 AS SHOWN MATCHED SPECIMEN
AIN 226 AZALEA INDICA `MRS. G.G. GERBING`MRS. G.G. GERBING AZALEA #3 AS SHOWN 24"MATCHED SPECIMEN
CAK 352 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`FEATHER REED GRASS #3 AS SHOWN MATCHED SPECIMEN
CSA 66 CAMELLIA SASANQUA `AUTUMN ROCKET`AUTUMN ROCKET SASANQUA CAMELLIA #7 AS SHOWN 36"MATCHED SPECIMEN
CFB 24 CAMELLIA SASANQUA `FAIRY BLUSH`FAIRY BLUSH CAMELLIA #5 AS SHOWN 24"MATCHED SPECIMEN
CSG 397 CAMELLIA SASANQUA `GREEN 02-004` TM OCTOBER MAGIC WHITE SHI-SHI CAMELLIA #5 AS SHOWN 24"MATCHED SPECIMEN
CGL 32 CAREX GLAUCA `BLUE ZINGER`BLUE ZINGER SEDGE #1 AS SHOWN MATCHED SPECIMEN, LOCATED ON THE ROOFTERRACE AND IN INTERIOR COURTYARD
CTE 81 CAREX TESTACEA `PRAIRIE FIRE`PRAIRIE FIRE SEDGE #1 AS SHOWN MATCHED SPECIMEN, LOCATED IN POOLCOURTYARD PLANTER POTS
DCE 552 DESCHAMPSIA CESPITOSA `NORTHERN LIGHTS`NORTHERN LIGHTS HAIR GRASS #1 AS SHOWN MATCHED SPECIMEN
DBC 75 DISTYLIUM X `BLUE CASCADE`BLUE CASCADE DISTYLIUM #3 AS SHOWN 12"MATCHED SPECIMEN
DLI 55 DISTYLIUM X `LINEBACKER`LINEBACKER DISTYLIUM #7 AS SHOWN 36"MATCHED SPECIMEN
DVJ 321 DISTYLIUM X `VINTAGE JADE`VINTAGE JADE DISTYLIUM #5 AS SHOWN 12"MATCHED SPECIMEN
DER 1,584 DRYOPTERIS ERYTHROSORA `BRILLIANCE`AUTUMN FERN #1 AS SHOWN MATCHED SPECIMEN
GJA 18 GARDENIA JASMINOIDES `KLEIM`S HARDY`KLEIM`S HARDY GARDENIA #1 AS SHOWN MATCHED SPECIMEN, LOCATED IN THE INTERIORAND REAR COURTYARD PLANTER POTS
IVO 100 ILEX VOMITORIA `HIGHTOWER`HIGHTOWER YAUPON HOLLY #7 AS SHOWN 36"MATCHED SPECIMEN
LIN 1,356 LAVANDULA X INTERMEDIA `NIKO` TM PHENOMENAL LAVENDER #3 AS SHOWN MATCHED SPECIMEN
LFO 454 LEUCOTHOE FONTANESIANA `SCARLET`SCARLET DROOPING LEUCOTHOE #3 AS SHOWN 12"MATCHED SPECIMEN
NTE 1,485 NASSELLA TENUISSIMA TEXAS NEEDLE GRASS #1 AS SHOWN MATCHED SPECIMEN
PAL 28 PENNISETUM ALOPECUROIDES `RED HEAD`RED HEAD FOUNTAIN GRASS #3 AS SHOWN MATCHED SPECIMEN, LOCATED ON THE ROOFTERRACE
SNE 435 SALVIA NEMOROSA `BLUE HILL`WOODLAND SAGE #1 AS SHOWN MATCHED SPECIMEN
SHO 477 SARCOCOCCA HOOKERIANA `SARSID 2` TM FRAGRANT MOUNTAIN SWEETBOX #5 AS SHOWN 12"MATCHED SPECIMEN
TJA 37 TRACHELOSPERMUM JASMINOIDES `MADISON`MADISON CONFEDERATE JASMINE #1 AS SHOWN MATCHED SPECIMEN, LOCATED ON THE ROOFTERRACE
YFI 104 YUCCA FILAMENTOSA `HOFER BLUE`HOFER BLUE ADAM`S NEEDLE #3 AS SHOWN MATCHED SPECIMEN, LOCATED IN POOLCOURTYARD AND ENTRY DRIVE PLANTER POTS
SHRUB AREAS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING MIN. HT.REMARKS
IAQ 61 ILEX AQUIPERNYI `DRAGON LADY``DRAGON LADY` HOLLY CONT.
PRODUCT: INSTANT HEDGESIZE: HT 5`-6`, W 14"GC TO CONFIRM QUANTITY
GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING MIN. HT.REMARKS
COS 6,332 CAREX OSHIMENSIS `EVERSHEEN` TM EVERCOLOR EVERSHEEN JAPANESE SEDGE #1 12" O.C.MATCHED SPECIMEN
TAS 372 TRACHELOSPERMUM ASIATICUM ASIAN JASMINE #1 12" O.C.MATCHED SPECIMEN
PLANT SCHEDULE
CAMDEN NODA
CAMDEN PROPERTY TRUST

CHARLOTTE,NC
1018414
REAR COURTYARD
PLANTING

L12.32
5/26/2022 5:47 PM N:\_2018\1018414\CAD\CONSTRUCTION DOCUMENTS\AMENITY\1018414_FINAL PLANTING PLAN - AMENITY.DWG
0
1"=
5'10'20'
10'
KEY MAP
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658
11-09-2020
SEAL
06/27/2019DD SUBMITTAL
10/03/201960% CONSTRUCTIONDOCUMENTS
11/24/201995% CONSTRUCTIONDOCUMENTS
01/17/2020100% CONSTRUCTIONDOCUMENTS
03/03/2020REVIEW COMMENTS/QC1
06/03/2020IFC ISSUANCE2
CONSTRUCTION
DOCUMENTS
07/01/2020RTAP / ASI 013
11/09/2020ASI 044

PLANTING NOTES:
1.THIS PLAN IS FOR PLANTING LOCATIONS ONLY AND ALL PLANT MATERIAL SHALL BE SPACED AND LOCATED PER PLAN. HOWEVER, CONTRACTORTO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY TO BE CLEAR OF DRAINAGE SWALES AND UTILITIES. IF FOUND
CONDITIONS VARY FROM THIS PLAN, CONTRACTOR TO CONTACT OWNER OR LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURE TO DO SOWILL RESULT IN CONTRACTOR'S LIABILITY TO REPLACE PLANT MATERIALS.
2.REFER TO PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION.
3.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE, INCLUDING SHRUBS AND GROUNDCOVER, AND SHALL MAINTAIN
AREA IN A WEED AND DEBRIS FREE CONDITION, THROUGHOUT GUARANTEE PERIOD.
4.ALL PLANTING AREAS AND PLANTER POTS TO BE IRRIGATED WITH AUTOMATIC IRRIGATION SYSTEMS.
5.IN ORDER TO PLANT ANY VEGETATION, INCLUDING ANY TREES, SHRUBS, OR UNDERBUSH, WITHIN EXISTING OR PROPOSED NCDOT RIGHT OFWAY, AN APPROVED NCDOT PLANTING PERMIT IS REQUIRED. THIS PERMIT IS ISSUED BY THE NCDOT ROADSIDE ENVIRONMENTAL UNIT. GC TO
OBTAIN PERMIT.
6.THE APPROVED NCDOT DRIVEWAY PERMIT DOES NOT COVER ANY PLANTING WITHIN STATE RIGHT OF WAY. A NCDOT PLANTING PERMIT IS ASEPARATE PERMITTING PROCESS AND WILL NEED TO BE APPLIED FOR AND OBTAINED PRIOR TO ANY PLANTING WITHIN THE NCDOT RIGHT ORWAY. GC TO OBTAIN PERMIT.
7.A COPY OF THE APPROVED NCDOT PLANTING PERMIT MUST BE PROVIDED PRIOR TO ISSUANCE OF ANY COs, BOND RELEASE, AND/OR STREETACCEPTANCE.
8.SPECIMEN PHOTOS OF SELECTED TREE AND PLANT SPECIES TO BE SUBMITTED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TOPURCHASE.
PLANTING SCHEDULE INCLUDES ROOF TERRACE PLANTING, DOG PARK PLANTING, INTERNAL PLANTING, AND SITE/ STREETSCAPE PLANTING.
PLANTING SCHEDULE INCLUDES ROOF TERRACE PLANTING, DOG PARK PLANTING, INTERNAL PLANTING, AND SITE/ STREETSCAPE PLANTING.
SEE SHEET L-14.04 FOR CONTINUATION OF
DOG PARK PLANTING PLAN
1
ASI 09 04/22/20225
5
5
05 / 26 / 2022
05/26/2022
11 / 09 / 202005 / 26 / 2022
PAPAPAPADOG PARKLOCATION OFBACKFLOW PREVENTERTREE PROTECTION FENCINGEXISTING TREE LINEPOINT OF ROAD ABANDONMENTALUMINUM FENCINGPROPERTY LINEALUMINUM FENCINGPROPERTY LINETREE PROTECTION FENCINGCHARLES AVE.TREESCODEQTYBOTANICAL NAMECOMMON NAMEMIN. CONT.MIN. CAL.MIN. HT.REMARKSQFA1QUERCUS FALCATASOUTHERN RED OAKB&B2"10-12`SHRUBSCODEQTYBOTANICAL NAMECOMMON NAMEMIN. CONT.SPACINGMIN. HT.REMARKSDVJ33DISTYLIUM X `VINTAGE JADE`VINTAGE JADE DISTYLIUM#5AS SHOWN12"MATCHED SPECIMENLAR60LEYMUS ARENARIUS `BLUE DUNE`BLUE DUNE LYME GRASS#3AS SHOWNGROUND COVERSCODEQTYBOTANICAL NAMECOMMON NAMEMIN. CONT.SPACINGMIN. HT.REMARKSCOS135CAREX OSHIMENSIS `EVERSHEEN` TMEVERCOLOR EVERSHEEN JAPANESE SEDGE#112" O.C.MATCHED SPECIMENPLANT SCHEDULECAMDEN NODACAMDEN PROPERTY TRUST CHARLOTTE,NC1018414DOG PARK AREA FINALPLANTING PLAN L14.0411/9/2020 2:06 PM N:\_2018\1018414\CAD\CONSTRUCTION DOCUMENTS\1018414_DOG PARK AREA_FNL PLANTING PLN.DWG0 1"=5'10'20'10'KEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658CONSTRUCTIONDOCUMENTS1ST LAND DEVELOPMENTSUBMITTAL8/14/20192ND LAND DEVELOPMENTSUBMITTAL110/28/20193RD LAND DEVELOPMENTSUBMITTAL26/21/201901/17/2020100% CONSTRUCTIONDOCUMENTS303/03/20204SEALREVIEW COMMENTS/QC03/25/20205REVIEW COMMENTS06/03/20206IFC ISSUANCE07/01/20207RTAP / ASI 0110/01/2020REVISIONS PERCOMMENTS811 / 09 / 202011/09/2020ASI 049 2019-06-21 PLANTING NOTES:1.THIS PLAN IS FOR PLANTING LOCATIONS ONLY AND ALL PLANT MATERIAL SHALL BE SPACED AND LOCATED PER PLAN. HOWEVER,CONTRACTOR TO SLIGHTLY ADJUST PLANT LOCATIONS IN THE FIELD AS NECESSARY TO BE CLEAR OF DRAINAGE SWALES AND UTILITIES. IFFOUND CONDITIONS VARY FROM THIS PLAN, CONTRACTOR TO CONTACT OWNER OR LANDSCAPE ARCHITECT FOR RESOLUTION. FAILURETO DO SO WILL RESULT IN CONTRACTOR'S LIABILITY TO REPLACE PLANT MATERIALS.2.REFER TO PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION.3.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL PLANT MAINTENANCE, INCLUDING SHRUBS AND GROUNDCOVER, AND SHALLMAINTAIN AREA IN A WEED AND DEBRIS FREE CONDITION, THROUGHOUT GUARANTEE PERIOD.4.ALL PLANTING AREAS AND PLANTER POTS TO BE IRRIGATED WITH AUTOMATIC IRRIGATION SYSTEMS.5.IN ORDER TO PLANT ANY VEGETATION, INCLUDING ANY TREES, SHRUBS, OR UNDERBUSH, WITHIN EXISTING OR PROPOSED NCDOT RIGHTOF WAY, AN APPROVED NCDOT PLANTING PERMIT IS REQUIRED. THIS PERMIT IS ISSUED BY THE NCDOT ROADSIDE ENVIRONMENTAL UNIT.GC TO OBTAIN PERMIT.6.THE APPROVED NCDOT DRIVEWAY PERMIT DOES NOT COVER ANY PLANTING WITHIN STATE RIGHT OF WAY. A NCDOT PLANTING PERMIT ISA SEPARATE PERMITTING PROCESS AND WILL NEED TO BE APPLIED FOR AND OBTAINED PRIOR TO ANY PLANTING WITHIN THE NCDOTRIGHT OR WAY. GC TO OBTAIN PERMIT.7.A COPY OF THE APPROVED NCDOT PLANTING PERMIT MUST BE PROVIDED PRIOR TO ISSUANCE OF ANY COs, BOND RELEASE, AND/ORSTREET ACCEPTANCE.8.SPECIMEN PHOTOS OF SELECTED TREE AND PLANT SPECIES TO BE SUBMITTED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TOPURCHASE.SEE SHEET L-12.32 FOR CONTINUATION OFREAR COURTYARD GRADING PLANSEE SHEET L-10.02 FOR CONTINUATION OFSTREETSCAPE GRADING PLAN6DOG PARK ONLY89

Appendix B

Paving Plans
PAPAPAPAPAPAC
Y
C
L
E

T
R
A
C
K

-

X
C
L
T

T
R
A
I
LPA PAPAPA4.53'3.18'6.00'2.00'TYP.4.00'TYP.
7.84'5.98'5.98'4.13'4.00'2.00'5.92
'5.93
'5.78
'4.37
'
5.00'EXPANSION JOINT (TYP.)CONTROL JOINT (TYP.)PEDESTRIAN CONCRETE,ENHANCED SCORE - PV-13,SEE SITE MATERIALS PLANPEDESTRIAN CONCRETE - PV-02,SEE SITE MATERIALS PLANPEDESTRIAN PAVER - PV-10,NET PATTERN - 18"x24", 24"x24"SEE SITE MATERIALS PLANPEDESTRIAN CONCRETE - PV-02,SEE SITE MATERIALS PLANCYCLE TRACK - CONCRETEPV-16SEE SITE MATERIALS PLAN3.79
'4.55
'4.25
'4.00
'TYP.4.00
'TYP.5.59
'4.00
'TYP.4.00
'TYP.SCORE TO ALIGNW/ PAVER AREASCORE TO ALIGNW/ PAVER AREASCORE TO ALIGNW/ PAVER AREAPEDESTRIAN PAVER - PV-10,NET PATTERN - 18"x24", 24"x24"SEE SITE MATERIALS PLANPEDESTRIAN PAVER - PV-10,NET PATTERN - 18"x24", 24"x24"SEE SITE MATERIALS PLANPAPAPA4.
0
0
'2.00'PEDESTRIAN PAVER - PV-05,HERRINGBONE PATTERN,SEE SITE MATERIALS PLANEXPANSION JOINT (TYP.)CONTROL JOINT (TYP.)CYCLE TRACK - ASPHALTPV-17SEE SITE MATERIALS PLANBIKE RACKS TO BE ANCHOREDTO SMALL CONC. PADS IN PAVERS5.00'3.26'CO-WORKINGVANVANVANUPDNLEASINGPAPAPAPAPAPAPAPAPA11.00'TYP.10.00'TYP.5.34'5.16'4.00'2.00'EXPANSION JOINT (TYP.)CONTROL JOINT (TYP.)EXPANSION JOINT (TYP.)CONTROL JOINT (TYP.)VEHICULAR PAVER - PV-07,HERRINGBONE PATTERN,SEE SITE MATERIALS PLANENLARGEMENTVEHICULAR CONCRETEPEDESTRIAN CONCRETE,ENHANCED SCORE - PV-13,SEE SITE MATERIALS PLANVEHICULAR CONCRETECYCLE TRACK - CONCRETEPV-16SEE SITE MATERIALS PLANE.Q.E.Q.E.Q.E.Q.9.06'7.60'8.18'8.76'10.00'TYP.8.00'E.Q.E.Q.E.Q.E.Q.SCORE TO ALIGNW/ PAVER AREAPROPERTY LINE
CAMDEN NODACAMDEN PROPERTY TRUST CHARLOTTE,NC1018414PAVING PLAN L6.084/22/2022 2:54 PM N:\_2018\1018414\CAD\CONSTRUCTION DOCUMENTS\1018414_PAVING PLAN.DWG0 1"=5' 10'20'10'KEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO. DESCRIPTION DATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 24" X 36"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658CONSTRUCTIONDOCUMENTS1ST LAND DEVELOPMENTSUBMITTAL8/14/20192ND LAND DEVELOPMENTSUBMITTAL110/28/20193RD LAND DEVELOPMENTSUBMITTAL26/21/201901/17/2020100% CONSTRUCTIONDOCUMENTS303/03/20204SEALREVIEW COMMENTS/QC03/25/20205REVIEW COMMENTS06/03/20206IFC ISSUANCE07/01/20207RTAP / ASI 0110/01/2020REVISIONS PERCOMMENTS811 / 09 / 202011/09/2020ASI 049SEE SHEET L-12.10B POOLCOURTYARD PAVING PLANPLAN ENLARGEMENT 01PLAN ENLARGEMENT 03PLAN ENLARGEMENT 02PLANENLARGEMENT 01PLANENLARGEMENT 02PLANENLARGEMENT 036NEW SHEET98/14/20192ND LAND DEVELOPMENTSUBMITTAL123RD LAND DEVELOPMENTSUBMITTAL10/28/201901/17/2020100% CONSTRUCTIONDOCUMENTS3546REVIEW COMMENTS/QCREVIEW COMMENTS03/03/202003/25/2020IFC ISSUANCE06/03/202007/01/2020RTAP / ASI 0178REVISIONS PERCOMMENTS10/01/2020ASI 0411/09/20209ASI 0904/22/2022101005 / 26 / 202205/26/202211 / 09 / 202005 / 26 / 2022
VANVAN
VAN
UP
DN
5.6% SLOPE UP
5.1% SLOPEUPDNUPDNDN
DN
DN
UPPA
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA
2.00'
2.00'4.00'4.00'2.
0
0
'4.00'2.
0
0
'
3.58'3.58'1.78'2.00'2.00'2.
0
0
'
PEDESTRIAN PAVER - PV-05,HERRINGBONE PATTERN,SEE SITE MATERIALS PLAN
PEDESTRIAN CONCRETE,
ENHANCED SCORE - PV-13,
SEE INTERIOR COURTYARDMATERIALS PLAN
PEDESTRIAN CONCRETE,
ENHANCED SCORE - PV-13,SEE INTERIOR COURTYARDMATERIALS PLAN
EXPANSION JOINT (TYP.)
CONTROL JOINT (TYP.)
EXPANSION JOINT (TYP.)
CONTROL JOINT (TYP.)
PEDESTRIAN CONCRETE - PV-02,
SEE INTERIOR COURTYARD
MATERIALS PLAN
EXPANSION JOINT (TYP.)
CONTROL JOINT (TYP.)
PEDESTRIAN CONCRETE - PV-02,
SEE INTERIOR COURTYARD
MATERIALS PLAN
EXPOSED AGGREGATE - PV-15,SEE INTERIOR COURTYARD MATERIALS PLAN
ARTIFICIAL TURF - PV-09,SEE INTERIOR COURTYARD
MATERIALS PLAN
CONCRETE SLAB / MONDO GRASS,PV-12,SEE INTERIOR COURTYARDMATERIALS PLAN
CAMDEN NODA
CAMDEN PROPERTY TRUST

CHARLOTTE,NC
1018414
PAVING PLAN - AMENITY

L12.11B
7/6/2020 5:29 PM N:\_2018\1018414\CAD\CONSTRUCTION DOCUMENTS\AMENITY\1018414_PAVING PLAN - AMENITY.DWG
0
1"=
5' 10'20'
10'
KEY MAP
SEAL
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
PROJECT
NORTH
NO.DESCRIPTION DATE
REVISION / ISSUANCE
ORIGINAL SHEET SIZE: 24" X 36"
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
07-01-2020
SEAL
06/27/2019DD SUBMITTAL
10/03/201960% CONSTRUCTIONDOCUMENTS
11/24/201995% CONSTRUCTIONDOCUMENTS
01/17/2020100% CONSTRUCTIONDOCUMENTS
03/03/2020REVIEW COMMENTS/QC1
06/03/2020IFC ISSUANCE2
CONSTRUCTION
DOCUMENTS
07/01/2020RTAP / ASI 013

SEE SHEET L-6.09 FOR CONTINUATION OFSTREETSCAPE PAVING PLAN
SEE SHEET L-6.08 FOR CONTINUATION OF
STREETSCAPE PAVING PLAN
SEE SHEET L-6.08 FOR CONTINUATION OFENTRY DRIVE PAVING PLAN
SEE SHEET L-12.12B FOR CONTINUATION OFREAR COURTYARD PAVING PLAN
NEW SHEET
2