23074 - Environmental Management Plan_Bookers Garage _FINAL_20210330

hart '� hickman
SMARTER ENVIRONMENTAL SOLUTIONS
Via Email
February 25, 2021
NCDEQ — Division of Waste Management
Brownfields Program
1646 Mail Service Center
Raleigh, NC 27699-1646
Attn: Ms. Kathleen Markey
Re: Environmental Management Plan
Bookers Garage
Charlotte, North Carolina
Brownfields Project No. 23074-19-060
H&H Project No. SCF-001
Dear Ms. Markey:
On behalf of 1121 Seigle, LLC, please find the enclosed Environmental Management Plan
prepared for the Bookers Garage Brownfields property for your review and approval. Should
you have any questions or need additional information, please do not hesitate to contact me at
[phone].
Sincerely,
Hart & Hickman, PC
Vv l
Ralph McGee, PG
Project Manager
cc: Mr. Harrison Tucker, SpaceCraft (Via Email)
Ms. Laura Truesdale, Alexander Ricks (Via Email)
Ms. Jordan Thompson, DEQ Brownfields Program (Via Email)
Enclosure:
2923 South Tryon Street, Suite 100 3921 Sunset Ridge Rd, Suite 301
Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com
704.586.0007 main 919.847.4241 main

Environmental Management Plan
Bookers Garage
1113 - 1121 Seigle Avenue and
820 E. 15t" Street
Charlotte, North Carolina
Brownfields Project No. 23074-19-060
H&H Job No. SCF-001
February 25, 2021
hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS
#C-1269 Engineering
#C-245 Geology
2923 South Tryon Street, Suite 100 3921 Sunset Ridge Rd, Suite 301
Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com
704.586.0007 main 919.847.4241 main

Completed EMP Template Form
CONTENTS
Tables
Table 1 Summary of Soil Analytical Data
Table 3 Summary of Groundwater Analytical Data
Table 4 Summary of Soil Gas Analytical Data
Figures
Figure 1 Site Location Map
Figure 2 Sample Location Map
Figure 3 Compound Concentration Map
Appendices
Appendix A Redevelopment Plan and Permits
Appendix B Preliminary Construction Schedule
Appendix C — Cut -Fill Analysis

NORTH CAROLINA BROWNFIELDS PROGRAM
ENVIRONMENTAL MANAGEMENT PLAN
This form is to be used to prepare an Environmental Management Plan (EMP) for projects in
the North Carolina Brownfields Program at the direction of a Brownfields project manager.
The EMP is a typical requirement of a Brownfields Agreement (BFA). Its purpose is to clarify
actions to be taken during the demolition and construction at Brownfields properties in an
effort to avoid delays in the event of the discovery of new contamination sources or other
environmental conditions. The EMP provides a means to document redevelopment plans and
environmental data for each applicable environmental medium to inform regulatory -compliant
decision -making at the site. As much detail as possible should be included in the EMP,
including contingency planning for unknowns. Consult your project manager if you have
questions.
Prospective Developers and/or their consultants must complete and submit this form and all
pertinent attachments, see checklist below, to their Brownfields project manager prior to any
earthmoving or other development -related activities that have the potential to disturb soil at
the Brownfields Property, including demolition. For the resultant EMP to be valid for use, it
must be completed, reviewed by the program, signed by all parties working on the project,
and approved by the Brownfields project manager. Failure to comply with the requirements of
the EMP could jeopardize project eligibility, or in the event of a completed agreement, be
cause for a reopener
So that the EMP provides value in protecting brownfields eligibility and public health, the
preparer shall ensure that the following steps have been completed prior to submitting the
EMP for review. Any EMP prepared without completing these steps is premature.
® Site sampling and assessment that meets Brownfields' objectives is complete and has
been reviewed and approved by the Brownfields Project Manager.
® Specific redevelopment plans, even if conceptual, have been developed for the project,
submitted and reviewed by the Brownfields Project Manager.
EMP Version 2, June 2018

Please submit, along with the completed EMP form, the following attachments, as relevant
and applicable to the proposed redevelopment:
® A set of redevelopment plans, including architectural/engineering plans, if available; if
not conceptual plans may suffice if updated when detailed plans are drafted.
® A figure overlaying redevelopment plans on a map of the extent of contamination for
each media.
® Site grading plans that include a cut and fill analysis.
® A figure showing the proposed location and depth of impacted soil that would remain
on site after construction grading.
® Any necessary permits for redevelopment (i.e. demolition, etc.).
® A detailed construction schedule that includes timing and phases of construction.
® Tabulated data summaries for each impacted media (i.e. soil, groundwater, soil gas,
etc.) applicable to the proposed redevelopment.
® Figures with the sampling locations and contamination extents for each impacted media
applicable to the proposed redevelopment.
❑ A full final grade sampling and analysis plan, if the redevelopment plan is final.
❑ If known, information about each proposed potential borrow soil source, such as aerial
photos, historic site maps, historic Sanborn maps, a site history, necessary for
brownfields approval.
® Information and, analytical data if required, for quarries, or other borrow sources,
detailing the type of material proposed for importation to the Brownfields Property.
❑ A work plan for the sampling and analysis of soil to be brought onto the Brownfields
Property. Refer to Issue Resolution 15 in Brownfields Program Guidelines.
® A map of the Brownfields Property showing the location of soils proposed for export
and sampling data from those areas.
® If a Vapor Mitigation System is required by the Brownfields Program, the Vapor
Intrusion Mitigation System (VIMS) plan will be signed and sealed by a NC Professional
Engineer. The VIMS Plan may also be submitted under separate cover.
EMP Version 2, June 2018

Date: 2/25/2021
GENERAL INFORMATION
Revision Date (if applicable): Click or tap to enter a date.
Brownfields Assigned Project Name: Bookers Garage
Brownfields Project Number: 23074-19-060
Brownfields Property Address: 1113 — 1121 Seigle Avenue and 820 E. 151" Street, Charlotte, NC
Brownfields Property Area (acres): The Site includes three contiguous parcels (Parcel ID Nos.
08109913, 08109914, and 08109921) totaling approximately 0.53-acres of land. A Site location map is
provided as Figure 1, and the Site and surrounding area are shown in Figure 2.
Is Brownfields Property Subject to RCRA Permit? ....................... ❑ Yes © No
If yes enter Permit No.: Click or tap here to enter text.
Is Brownfields Property Subject to a Solid Waste Permit ............ ❑ Yes ® No
If yes, enter Permit No.: Click or tap here to enter text.
COMMUNICATIONS
A copy of this EMP shall be distributed to all the parties below as well as any contractors or site workers
that may be exposed to site vapors, soil, groundwater, and/or surface water. Additionally, a copy of the
EMP shall be maintained at the Brownfields Property during redevelopment activities. NOTE, THE EMP
DOES NOT TAKE THE PLACE OF A SITE -SPECIFIC HEALTH AND SAFETY PLAN.
Prospective Developer (PD): 1121 Seigle, LLC
Contact Person: Anna Coltrane
Phone Numbers: Office: Mobile: [phone]
Email: [e-mail]
Contractor for PD: Kelly McArdle Construction
Contact Person: Danny Kelly
Phone Numbers: Office: [phone] Mobile:
Email: [e-mail]
Environmental Consultant: Hart & Hickman, PC
Contact Person: Ralph McGee
Phone Numbers: Office: 704-887-4621 Mobile: [phone]
Email: [e-mail]
Brownfields Program Project Manager: Kathleen Markey
Phone Numbers: Office: Mobile: [phone]
Email: [e-mail]
3
EMP Version 2, June 2018

Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste):
Brownfields Program - Western District
Jordan Thompson
Mobile: [phone]
Email: [e-mail]
NOTIFICATIONS TO THE BROWNFIELDS PROGRAM
Written advance Notification Times to Brownfields Project Manager: Check each box to accept
minimum advance notice periods (in calendar days) for each type of onsitetask:
On -site assessment or remedial activities: .................................................... 10 days Prior
Construction or grading start: .......................................................................... 10 days Prior
Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously
unknown contamination: ................................................................................ Within 48 hours
El
Implementation of emergency actions (e.g. dewatering, flood or soil erosion control measures in
area of contamination, ventilation of work zones): ................................... Within 48 hours
Installation of mitigation systems: ................................................................ 10 days Prior
IK
Other notifications as required by local, state or federal agencies toimplement redevelopment
activities: (as applicable): ................................................................................. Within 30 days
REDEVELOPMENT PLANS
1) Type of Redevelopment (check all that apply):
®Residential ❑Recreational El Institutional ❑Commercial ❑Office ❑Retail ❑ Industrial
El Other specify:
2) Check the following activities that will be conducted prior to commencing earth -moving activities
at the site:
® Review of historic maps (Sanborn Maps, facility maps)
® Conducting geophysical surveys to evaluate the location of suspect UST, fuel lines, utility
lines, etc.
❑ Interviews with employees/former employees/facility managers/neighbors
4
EMP Version 2, June 2018

3) Summary of Redevelopment Plans (MANDATORY: attach detailed plans or conceptual plans, if
detailed plans are not available. EMP review without such information would be premature):
Provide brief summary of redevelopment plans, including demolition, removal of building
slabs/pavement, grading plans and planned construction of new structures:
Redevelopment plans for the Site include razing the existing Site buildings (four residential
structures) for construction of a multistory high -density luxury residential apartment complex
with a multi -story open air parking garage. Grading plans generally include leveling the Site for
construction of the apartment complex and parking garage, outdoor amenity area, and access
roads. A copy of the most recent redevelopment plan and redevelopment related permits
obtained to date are provided in Appendix A.
4) Do plans include demolition of structure(s)?:
® Yes ❑ No ❑ Unknown
® If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements, including without limitation those related to lead and asbestos
abatement that are administered by the Health Hazards Control Unit within the Division of Public
Health of the North Carolina Department of Health and Human Services. If available, please
provide a copy of your demolition permit.
5) Are sediment and erosion control measures required by federal, state, or local regulations?
® Yes ❑ No ❑ Unknown
® If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements. If soil disturbance is necessary to install sediment and erosion
control measures, they may not begin until this EMP is approved.
6) Which category of risk -based screening level is used or is anticipated to be specified in the
Brownfields Agreement? Note: If children frequent the property, residential screening levels shall
be cited in the Brownfields Agreement for comparison purposes.
® Residential ❑ Non -Residential or Industrial/Commercial
7) Schedule for Redevelopment (attach construction schedule):
a) Construction start date: 4/1/2021
b) Anticipated duration (specify activities during each phase):
A preliminary construction schedule is provided in Appendix B. Initial Site work and grading
activities are scheduled to begin in April 2021 and the redevelopment is scheduled to be
completed by August 2022.
c) Additional phases planned? ❑ Yes ❑ No
If yes, specify the start date and/or activities if known:
Start Date:
Planned Activity:
There are no additional phases of redevelopment planned.
EMP Version 2, June 2018

Start Date: Click or tap to enter a date.
Planned Activity:
Mick or tap here to enter text.
Start Date: Click or tap to enter a date.
Planned Activity:
Click or tap here to enter text.
d) Provide the planned date of occupancy for new buildings: 8/1/2022
CONTAMINATED MEDIA
1) Contaminated Media on the Brownfields Property
Part 1. Soil: ..............................................................
®
Yes
❑ No
❑ Suspected
Part 2. Groundwater: ............................................
❑
Yes
® No
❑ Suspected
Part 3. Surface Water: ..........................................
❑
Yes
® No
❑ Suspected
Part 4. Sediment: ...................................................
❑
Yes
® No
❑ Suspected
Part 5. Soil Vapor: ..................................................
®
Yes
❑ No
❑ Suspected
Part 6. Sub -Slab Soil Vapor: ..................................
❑
Yes
❑ No
❑ Suspected
Part 7. Indoor Air: ...................................................
❑
Yes
❑ No
❑ Suspected
2) For the Area of Proposed Redevelopment on the Brownfields Property, attach tabulated data
summaries for each impacted media and figure(s) with sample locations.
PART 1. Soil — Please fill out the information below, using detailed site plans, if available, or estimate
using known areas of contaminated soil and a conceptual redevelopment plan. Provide a figure
overlaying new construction onto figure showing contaminated soil and groundwater locations.
1) Known or suspected contaminants in soil (list general groups of contaminants):
A tabular summary of available soil sample analytical data in comparison to the North Carolina
Department of Environmental Quality (DEQ) Preliminary Soil Remediation Goals (PSRGs) dated
July 2020 is included as Table 1. Soil sample locations are shown in Figure 2 and a compound
concentration map is provided as Figure 3. A brief summary of the soil assessment results is
provided below.
Volatile Organic Compounds (VOCs)
Laboratory analytical results indicate that no VOCs have been detected in soil samples collected
at the Site at concentrations above laboratory method detection limits.
Semi -Volatile Oreanic Compounds (SVOCs
6
EMP Version 2, June 2018

Laboratory analytical results indicate that low levels of several SVOCs were detected at
concentrations above laboratory method detection limits in soil sample SB-4 collected near the
western Site boundary (Figure 2). A trace level of benzo(a)pyrene (0.388 milligrams per kilogram
[mg/kg]) was detected at concentration slightly above the DEQ Residential PSRG of 0.11 mg/kg in
soil sample SB-4. No other SVOCs have been detected at concentrations above the DEQ
Residential PSRGs and no SVOCs have been detected at concentrations above the DEQ
Industrial/Commercial PSRGs.
Metals
Low levels of several metals were detected at concentrations above the laboratory method
detection limits in soil samples collected at the Site. The metal concentrations detected were
below the DEQ Residential PSRGs and/or consistent with published levels of naturally occurring
metals in soil with the exception of the lead concentration detected in drip line soil sample SS-2
(2,310 mg/kg).
2) Depth of known or suspected contaminants (feet):
The benzo(a)pyrene concentration detected in soil sample SB-4 was collected from 3 to 4 ft
below ground surface (bgs). The lead concentration detected in SS-2 was detected at 0 ft to 1 ft
bgs. Benzo(a)pyrene impacts identified near the western Site boundary are expected to be
limited to shallow soil along the western side of the former Bookers Garage building. Lead
impacts are expected to be limited shallow soil within the drip line of the residence located at
1115 Seigle Avenue.
3) Area of soil disturbed by redevelopment (square feet):
Grading will generally be conducted across the entire Site prior to construction (approximately
23,100 sq ft).
4) Depths of soil to be excavated (feet):
A cut -fill analysis is provided in Appendix C. Based on review of the cut -fill analysis, cut (up to
approximately 9.7 ft) will be needed in the central portions of the Site for construction of the
parking garage. Planned cut depths in the northern portion of the property are expected to be
up to approximately 5 feet below the current ground surface (ft bgs). Similar cut depths (up to
approximately 10 ft bgs) may also be needed in the areas of utility banks and elevator banks for
the proposed building.
5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
Cut -fill analysis indicates that cut for the parking garage is expected to yield approximately 1,500
to 1,600 cubic yards of excess soil.
6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
Based on the results of the soil sampling, the extent of impacted soil is anticipated to be limited
to shallow soil in the areas of SB-4 and SS-2 (Figure 3). Cut is not planned in the areas of the SB-4
and SS-2 soil sample locations. The volume of impacted soil disturbed during grading to level the
EMP Version 2, June 2018

Site is expected to be less than approximately 50 cubic yards.
7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
Impacted or potentially impacted soil is not proposed to be disposed of off -Site.
In the unlikely event potentially impacted soil is encountered and cannot be reused on -Site as fill,
it will be sampled and managed in accordance with the procedures described in the following
sections.
Part 1.A. MANAGING ONSITE SOIL
If soil is anticipated to be excavated from the Brownfield Property, relocated on the Brownfields
Property, or otherwise disturbed during site grading or other redevelopment activities, please
provide a grading plan that clearly illustrates areas of cut and fill (approximate areas & volumes are
acceptable, if only preliminarydata available).
1) HAZARDOUS WASTE DETERMINATION:
a) Does the soil contain a LISTED WASTE as defined in the North Carolina Hazardous
Waste Section under 40 CFR Part 261.31-261.35?....................................... ❑Yes ®No
❑ If yes, explain why below, including the level of knowledge regarding processes
generating the waste (include pertinent analytical results as needed).
'lick or tap here tr, r+ , + „a
❑ If yes, do the soils exceed the "Contained -Out" levels in Attachment 1 of the
North Carolina Contained -In Policy? ................................................. ❑ Yes ❑ No
b) NOTE: IF SOIL MEETS THE DEFINITION OF A LISTED HAZARDOUS WASTE AND EXCEEDS
THE CONTAINED -OUT LEVELS IN ATTACHMENT 1 TO THE NORTH CAROLINA
CONTAINED -IN POLICYTHE SOIL MAY NOT BE RE -USED ON SITE AND MUST BE
DISPOSED OF IN ACCORDANCE WITH DEQ HAZARDOUS WASTE SECTION RULES AND
REGULATIONS.
c) Does the soil contain a CHARACTERISTIC WASTE? .................................... ❑ Yes ® No
❑ If yes, mark reason(s) why below (and include pertinent analytical results).
❑ Ignitability Click or tap here to enter text.
❑ Corrosivity Click or tap here to enter text.
❑ Reactivity Click or tap here to enter text.
❑ Toxicity Click or tap here to enter text.
❑ TCLP results Click or tap here to enter text.
❑ Rule of 20 results (20 times total analytical results for an individual
hazardous constituent on TCLP list cannot, by test method, exceed regulatory
EMP Version 2, June 2018

TCLP standard)
Click or tap here to enter text.
® If no, explain rationale:
Laboratory analysis of drip line soil samples (SS-2, SS-3, and SS-4) collected
during previous assessment activities indicated the presence of lead at
concentrations exceeding the toxicity characteristic hazardous waste criteria
using the Rule of 20 (Table 1). Therefore, those soil samples were analyzed for
lead utilizing the Toxicity Characteristic Leaching Procedure (TCLP) extraction
method. Results of the TCLP analysis did not indicate the presence of lead at
concentrations above characteristically hazards levels. A summary of the soil
analytical data is provided in Table 1.
If soils are disturbed during grading which are suspected to contain
concentrations above toxicity characteristic hazardous waste criteria [based on
visual observation or field screening with a calibrated photoionization detector
(PID)] or the soil will be sampled and managed in accordance with the
procedures described below.
d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE
SOIL MAYNOT BE RE -USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE
WITH DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS.
2) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in
place with low permeability barrier, removed to onsite location and capped, removed offsite):
® Preliminary Health -Based Residential SRGs
❑ Preliminary Health -Based Industrial/Commercial SRGs
© Division of Waste Management Risk Calculator (For Brownfields Properties Only)
❑ Site -specific risk -based cleanup level. Please provide details of methods used for
determination/explanation.
Click or tap here to enter text.
Additional comments:
Click or tap here to enter text.
3) If known impacted soil is proposed to be reused within the Brownfields Property Boundary,
please check the measures that will be utilized to ensure safe placement and documentation of
same. Please attach a proposed location diagram/site map.
® Provide documentation of analytical report(s) to Brownfields Project Manager
® Provide documentation of final location, thickness and depth of relocated soil on site map
to Brownfields Project Manager once known
❑ Geotextile to mark depth of fill material.
EMP Version 2, June 2018

Provide description of material:
Click or tap here to enter text.
® Manage soil under impervious cap ® or clean fill
® Describe cap or fill:
Documented impacted soils will be covered with impervious surfaces (asphalt pavement,
sidewalks, access roads, buildings, etc.) or a minimum of 2 ft of demonstrably clean fill
during redevelopment.
® Confer with NC BF Project Manager if Brownfield Plat must be revised (or re -recorded if
actions are Post -Recordation).
® GPS the location and provide site map with final location.
❑ Other. Please provide a description of the measure:
Click or tap here to enter text.
4) Please describe the following action(s) to be taken during and following excavation and
management of site soils:
Management of fugitive dust from site
® Yes, describe the method will include:
Aside from lead in shallow soil limited to the drip line of one residence and low-level
benzo(a)pyrene concentrations in shallow soil west of the former automotive garage, areas
of contaminated soil are not expected to be encountered or disturbed during future Site
redevelopment activities based upon previous soil sampling data and field screening during
previous assessment activities. The grading contractor will take into account conditions such
as wind speed, wind direction, and moisture content of soil during soil grading and
stockpiling activities to minimize dust generation. Particular attention will be paid by
contractors to implement dust control measures as needed based on Site and atmospheric
conditions (i.e., by controlled water application, hydro -seeding, and/or mulch, stone, or
plastic cover). Potentially impacted soil will be managed as described below.
❑ No, explain rationale:
Field Screening of site soil
® Yes, describe the field screening method, frequency of field screening, person conducting
field screening:
During soil disturbance at the Site, the workers or contractors will observe soils for
evidence of potential significantly impacted soil. Evidence of potential significantly
impacted soil includes a distinct unnatural color, strong odor, or filled or previously
disposed materials of concerns (i.e., chemicals, tanks, drums, etc.). Should the above be
noted during Site work, the contractor will contact Hart & Hickman to observe the suspect
condition. If Hart & Hickman confirms that the material may be impacted, then the
procedures below will be implemented. In addition, Hart & Hickman will contact the DEQ
10
EMP Version 2, June 2018

Brownfields project manager within 48-hours to advise that person of the condition.
❑ No, explain rationale:
Soil Sample Collection
❑ Yes, describe the sampling method (e.g., in -situ grab, composite, stockpile, etc.):
® No, explain rationale:
In the unlikely event unknown significant soil impact is encountered during grading
and/or installation or removal of utilities, excavation will proceed only as far as needed to
allow grading and/or construction of the utility to continue and/or only as far as needed
to allow alternate corrective measures described below. Suspect significantly impacted
soil excavated during grading and/or utility line installation or removal may be stockpiled
and covered in a secure area to allow construction to progress. Suspect impacted soil will
be underlain by and covered with minimum 10-mil plastic sheeting as shown in the Figure
on the final page of the EMP form below. At least one representative soil sample (no less
than 3 aliquot soil samples at a sample ratio of 1 soil sample per every approximately
1,000 cubic yards of soil) will be collected for analysis of total VOCs, SVOCs, and RCRA
metals (note the VOC sample will be a grab sample from one aliquot soil sample). If the
results of analysis of the sample indicate that the soil could potentially exceed toxicity
characteristic hazardous waste criteria, then the soil will also be analyzed by TCLP
methods for those compounds that could exceed the toxicity characteristic hazardous
waste criteria. Impacted soil will be managed in the manner described below based upon
the laboratory analyses:
If no organic compounds are detected in a sample (other than which are
attributable to sampling or laboratory artifacts) and metals are below the Protection of
Groundwater or Residential PSRG (whichever is lower for the detected compounds) and
are consistent with Site -specific background levels, then the soil will be deemed suitable
for use as on -Site fill or as off -Site fill. The proposed location(s) for off -Site placement of
soil (other than a permitted facility) along with receiving facility written approval for
acceptance of the soil will be provided to DEQ for approval prior to transporting soil off -
Site.
ii. If detectable levels of compounds are found which do not exceed the DEQ IHSB
Residential PSRGs (other than which are attributable to sampling or laboratory artifacts or
which are consistent with Site -specific background levels for metals) and the TCLP
concentrations are below hazardous waste criteria, then the soil may be used on -Site as
fill without conditions.
iii. If detectable levels of compounds are found which exceed the DEQ IHSB
Residential PSRGs (other than which are attributable to sampling or laboratory artifacts or
which are consistent with background levels for metals) and the TCLP concentrations are
below hazardous waste criteria, then the soil, with DEQ written approval, may be used
11
EMP Version 2, June 2018

on -Site as fill below an impervious surface, or at least 2 ft of verified compacted clean soil.
If the impacted soil with concentrations above Residential PSRGs is moved to an on -Site
location, its location and depth will be documented, and its location will be provided to
DEQ.
iv. Impacted soil may be transported to a permitted facility such as a Municipal Solid
Waste landfill or DEQ permitted landfarm for petroleum impacted soil provided that the
soil is accepted at the disposal facility. Permitted facilities do not include C&D or LCID
landfills. If soil is transported to a facility permitted to accept contaminated soil, written
approval from the facility to dispose of soil from the Site will be included with the final
redevelopment report. In the unlikely event that the sample data indicates
concentrations above TCLP hazardous waste criteria, then the soil must be transported
off -site to a permitted disposal facility that can accept or treat hazardous waste.
*Please note that should the PD elect to transport export soil to a permitted facility or to
a DEQ Brownfields pre -approved receiving facility, soil will be direct loaded onto trucks
for transport off -Site.
If soil samples are collected for analysis, please check the applicable chemical analytes:
® Volatile organic compounds (VOCs) by EPA Method 8260
® Semi -volatile organic compounds (SVOCs) by EPA Method 8270
® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium
and silver): Specify Analytical Method Number(s):
EPA Methods 6020/7471
❑ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.
❑ PCBs: Specify Analytical Method Number(s):
Clio< or tap here to enter text.
® Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium,
Herbicides, etc.): Specify Analytical Method Number(s):
Hexavalent Chromium by EPA Method 7199
® Check to confirm that stockpiling of known or suspected impacted soils will be conducted
in accordance with Figure 1 of this EMP. Stockpile methodology should provide erosion
control, prohibiting contact between surface water/precipitation and contaminated soil,
and preventing contaminated runoff. Explain any variances or provide additional details as
needed:
As noted above, soil planned for export to a permitted facility or to a DEQ Brownfields pre -approved
receiving facility will be direct loaded onto trucks for transport off -Site in lieu of stockpiling. If known
or potentially impacted soil needs to be temporarily stockpiled on -Site, stockpiling will be conducted
in accordance with methods shown in EMP Figure 1.
12
EMP Version 2, June 2018

® Final grade sampling of exposed native soil (i.e., soil that will not be under buildings or
permanent hardscape). Select chemical analyses for final grade samples with check boxes
below (Check all thatapply):
® Volatile organic compounds (VOCs) by EPA Method 8260
® Semi -volatile organic compounds (SVOCs) by EPA Method 8270
® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead,
selenium and silver): Specify Analytical Method Number(s):
EPA Methods 6020/7471.
❑ Pesticides: Specify Analytical Method Number(s):
❑ PCBs: Specify Analytical Method Number(s):
® Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent
Chromium, Herbicides, etc.):
Hexavalent Chromium by EPA Method 7199
Please provide a scope of work for final grade sampling, including a diagram of soil
sampling locations, number of samples to be collected, and brief sampling methodology.
Samples should be collected from 0-2 ft below ground surface, with the exception of VOCs
which should be taken from 1-2 ft below ground surface. Alternatively, a work plan for
final grade sampling may be submitted under separate cover.
Following completion of soil disturbance for future Site development (i.e., after grading
and utility construction), Hart & Hickman will observe the Site for areas that will not be
covered upon completion of the redevelopment with a minimum of 2 ft of documented
clean fill soil, building foundations, sidewalks, asphalt or concrete parking areas and
driveways, or other similar impervious areas (e.g., tightly spaced pavers or bricks). If such
areas exist, a Work Plan will be prepared for final grade soil sampling for DEQ Brownfields
review and approval.
Based on the current Site redevelopment plan, one final grade soil sample will be collected
for laboratory analysis for each approximately 100 ft of linear landscape area or every
approximately 1,000 sq ft of open area. If no such areas exist, documentation will be
provided to the DEQ Brownfields project manager. Final grade soil samples will consist of a
maximum of five (5) aliquot soil samples collected from within each evaluation area which
will be combined and homogenized to form one composite soil sample representative of
that evaluation area and submitted for analysis of SVOCs and RCRA metals plus hexavalent
chromium. In addition, one grab soil sample will be collected for each evaluation area and
submitted for laboratory analysis of VOCs.
❑ If final grade sampling was NOT selected please explain rationale:
13
EMP Version 2, June 2018

Part 1.13. IMPORTED FILL SOIL
NO SOIL MAY BE BROUGHT ONTO THE BROWNFIELDS PROPERTY WITHOUT PRIOR APPROVAL
FROM THE BROWNFIELDS PROGRAM. According to the Brownfields IR 15, "Documenting
imported soil (by sampling, analysis, and reporting in accordance with review and written
approval in advance by the Brownfields Program), will safeguard the liability protections provided
by the brownfields agreement and is in the best interest of the prospective developer/property
owner."
Requirements for importing fill:
1) Will fill soil be imported to the site? ................................................ ❑ Yes ® No ❑ Unknown
2) If yes, what is the estimated volume of fill soil to be imported?
Results of preliminary analysis indicate that mass grading will result in a net export with no
planned import of soil.
3) If yes, what is the anticipated depth that fill soil will be placed at the property? (If a range
of depths, please list the range.)
In general, fill areas are located in the southern/southwestern portions of the Site nearest Seigle
Avenue (up to approximately 7.5 ft) with a small area of fill located north of the parking deck (up
to 7.5 ft). Soil cut in areas of the proposed parking deck in central portions of the Site will be used
as fill to meet the proposed final grade elevations.
4) Provide the source of fill, including: location, site history, nearby environmental concerns,
etc. Attach aerial photos, maps, historic Sanborn maps and a borrow source site history:
Where possible, the soil from the cut areas will be utilized in the fill areas on -Site. If the PD plans
to import fill material, the source will be a known quarry (i.e., Vulcan Materials Company quarry
located near Pineville, NC or Martin Marietta quarries located on Beatties Ford Road and/or
Arrowood Road in Charlotte, NC). Alternatively, if the PD elects to not import soil from a known
quarry, upon determination of the borrow source, DEQ will be notified and the procedures
outlined below will be implemented.
5) PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide a plan to analyze fill
soil to demonstrate that it meets acceptable standards applicable to the site and can be
approved for use atthe Brownfields property.
The PD plans to import limited amounts of virgin organic rich topsoil from a commercial
landscape material vendor for use in proposed landscaped areas. The PD does not plan to collect
samples of landscaping materials prior to placement at the Site. In addition, the PD may use
limited amounts of lime or concrete as an amending agent for drying soil as needed during
grading and redevelopment activities. The PD does not plan to collect samples of lime or
concrete used as an amending agent prior to use at the Site.
14
EMP Version 2, June 2018

If soil is imported from quarry that has been pre -approved for import to Brownfields properties,
soil samples will not be collected prior to placement on Site. For import soil needed during
grading that is sourced from an unapproved borrow site, the procedures outlined below will be
followed to demonstrate import soil meets acceptable standards applicable to the Site.
6) Please check the applicable chemical analytes for fill soil samples. (Check all that apply):
® Volatile organic compounds (VOCs) by EPA Method 8260
® Semi -volatile organic compounds (SVOCs) by EPA Method 8270
® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead,
selenium and silver): Specify Analytical Method Number(s):
EPA Methods 6020/7471
❑ Pesticides: Specify Analytical Method Number(s):
❑ PCBs: Specify Analytical Method Number(s):
® Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent
Chromium, Herbicides, etc.):
Hexavalent Chromium by EPA Method 7199
7) The scope of work for import fill sampling may be provided below or in a Work Plan
submitted separately for DEQ review and approval. Attach specific location maps for in -situ
borrow sites. If using a quarry, provide information on the type of material to be brought
onto the Brownfields Property.
The PD will follow the procedures outlined below to demonstrate import soil meets acceptable
standards applicable to the Site.
If the PD obtains soil from an off -Site property that is not a quarry that has been pre -approved for
import to a Brownfields property, a sampling plan will be developed and submitted for DEQ
review. DEQ approval of the sampling plan and analytical results will be obtained prior to
transporting import soil to the Site.
The specific sampling rate will be outlined in the aforementioned sampling plan. However, if the
proposed borrow source has not been previously developed (i.e., virgin land), soil samples will be
collected for laboratory analyses indicated above at a general rate of one per 1,000 cubic yards. If
the borrow source property has been previously developed, soil samples will be collected for
laboratory analyses indicated above at a general rate of approximately one per 500 cubic yards.
Fill soil will be considered suitable for use at the Site if it does not contain compound
concentrations above DEQ Residential PSRGs, DWM Risk Calculator risk thresholds, or typical
metals concentrations which are consistent with background levels identified at the Site.
15
EMP Version 2, June 2018

Part 1.C. EXPORTED SOIL
NO SOIL MAY LEAVE THE BROWNFIELDS PROPERTY WITHOUT APPROVAL FROM THE
BROWNFIELDS PROGRAM. FAILURE TO OBTAIN APPROVAL MAY VIOLATE A BROWNFIELDS
AGREEMENT CAUSING A REOPENER OR JEOPARDIZING ELIGIBILITY IN THE PROGRAM,
ENDANGERING LIABILITY PROTECTIONS AND MAKING SAID ACTION POSSIBLY SUBJECT TO
ENFORCEMENT. JUSTIFICATIONS PROVIDED BELOW MUST BE APPROVED BY THE PROGRAM IN
WRITING PRIOR TO COMPLETING TRANSPORT ACTIVITIES. Please refer to Brownfields IR 15 for
additional details.
1) If export from a Brownfields Property is anticipated, please provide details regarding the
proposed export actions. Volume of exported soil, depths, location from which soil will
be excavated on site, related sampling results, etc. Provide a site map with locations of
export and sampling results included.
As noted above, preliminary analysis indicates that cut in central portions of the Site for
construction of the parking deck are likely to yield up to approximately 1,600 cubic yards of
excess soil that cannot be used as fill on -Site. Prior to transporting excess soil off -Site, a sampling
plan will be developed and submitted to DEQ Brownfields for review and approval once the
volume of soil for export is known. Results of previous soil assessment activities did not identify
soil impacts in the central portion of the Site. Therefore, it is expected that soil samples will be
collected from export soil at a rate of 1 composite sample consisting of 3 to 5 soil sample
aliquots for every approximately 1,000 cubic yards of export.
DEQ approval of the sampling plan and analytical results will be obtained prior to transporting
export soil from the Site. Based on analytical results of soil samples collected from the export
soil, the soil will be transported off -Site to a suitable location. The PD will notify DEQ
Brownfields of the location receiving the export soil. If not a permitted facility (e.g., permitted
landfarm or Subtitle D landfill), DEQ Brownfields approval and written approval from the
receiving facility will be obtained prior to transporting the soil off -Site.
2) To what type of facility will the export Brownfields soil be sent?
® Subtitle D/Municipal Solid Waste Landfill (analytical program to be determined by
landfill)
® Permitted but Unlined Landfill (i.e. LCID, C&D, etc.) Analytical program to be
determined by the accepting Landfill;
® Landfarm or other treatment facility
® Use as fill at another suitable Brownfields Property — determination that a
site is suitable will require, at a minimum, that similar concentrations of the same or
similar contaminants already exist at both sites, use of impacted soil will not increase
the potential for risk to human health and the environment at the receiving Brownfields
property, and thata record of the acceptance of such soil from the property owner of
the receiving site is provided to Brownfields. Please provide additional details below.
16
EMP Version 2, June 2018

® Use as Beneficial Fill off -site at a non-Brownfields Property - Please provide
documentation of approval from the property owner for receipt of fill material. This will
also require approval by the DEQ Solid Waste Section. Additional information is
provided in IR 15. Please provide additional details below.
3) Additional Details: (if transfer of soil to another property is requested above, please provide
details related to the proposed plans).
Hart & Hickman will contact DEQ Brownfields to obtain DEQ Brownfields and DEQ Solid Waste
approval prior to exporting soil to a non-Brownfields property or to a facility that is not a
Municipal Solid Waste landfill or DEQ permitted landfarm for petroleum impacted soil.
Part 1.D. MANAGEMENT OF UTILITY TRENCHES
❑ Install liner between native impacted soils and base of utility trench before filling with clean fill
(Preferred)
® Last out, first in principle for impacted soils (if soil can safely be reused onsite and is not
hazardous waste), i.e., impacted soils are placed back at approximately the depths they
were removed from such that impacted soil is not placed at a greater depth than the original
depth from which it was excavated.
® Evaluate whether necessary to install barriers in conduits to prevent soil vapor transport,
and/or degradation of conduit materials due to direct impact with contaminants?
® If yes, provide specifications on barrier materials:
Results of soil gas assessment activities completed within the proposed building footprint
indicate that TCE is present at low concentrations above the DEQ Division of Waste Management
(DWM) Residential Vapor Intrusion Sub -slab and Exterior Soil Gas Screening Levels (SGSLs).
Therefore, the developer plans to proactively install a passive vapor intrusion mitigation system
(VIMS) during construction of the proposed apartment building. As part of the VIMS design, the
locations of sub -grade utilities will be evaluated to confirm that the proposed VIMS will
effectively minimize potential vapor intrusion from soil vapor associated with groundwater
impacts potentially migrating preferentially through sub -grade conduits.
❑ If no, include rationale here:
Other comments regarding managing impacted soil in utility trenches:
The contractor and workers will observe soil for potential impacts during utility installation activities.
Evidence of potential significant impacted soil includes a distinct unnatural color, strong odor, or filled
or previously disposed materials of concerns (i.e., chemicals, tanks, drums, etc.). Should the above be
noted during utility work, the contractor will contact Hart & Hickman to observe the suspect
condition. If Hart & Hickman confirms that the material may be impacted, then the procedures
outlined in Managing On -Site Soil above will be implemented. In addition, Hart & Hickman will
17
EMP Version 2, June 2018

contact the DEQ Brownfields project manager within 48-hours to advise that person of the condition.
Should impacted soil be discovered during utility trenching activities, appropriate safety screening will
be performed by an environmental professional to protect workers during utility installation activities.
Safety screening activities include monitoring the worker breathing zone with a calibrated
photoionization detector or similar instrument at all times when in utility trenches. If safety screening
results indicate further action is warranted, the work zone will be evacuated until appropriate
engineering controls (such as use of industrial fans) are implemented.
PART 2. GROUNDWATER — Please fill out the information below.
1) What is the depth to groundwater at the Brownfields Property?
During previous assessment activities conducted at the Site in November 2019, August 2020,
and October 2020, the potentiometric groundwater surface was measured at depths ranging
from approximately 13 ft bgs to 16 ft bgs. Locations of the temporary monitoring wells are
shown in Figure 2.
2) Is groundwater known to be contaminated by ❑onsite ❑offsite ®both or ❑unknown
sources? Describe source(s):
Tabular summary of the analytical data for groundwater samples collected at the Site is provided
as Table 2. Groundwater sample locations are shown in Figure 2. As shown in Table 2, no
compounds have been detected at concentrations above the DEQ 2L Groundwater Quality
Standards (2L Standards) or the DEQ DWM Vapor Intrusion Groundwater Screening Levels
(GWSLs).
3) What is the direction of groundwater flow at the Brownfields Property?
Based on measured water levels at the Site, shallow groundwater is estimated to mimic surface
topography and flow generally toward the west-northwest toward Little Sugar Creek located
approximately northwest of the Site.
4) Will groundwater likely be encountered during planned redevelopment activities?
❑Yes ®No
If yes, describe these activities:
It is not expected that shallow groundwater will be encountered during utility installations or
other construction related activities. If groundwater is encountered during redevelopment
activities, the procedures outlined below will be implemented.
Regardless of the answer; in the event that contaminated groundwater is encountered
during redevelopment activities (even if no is checked above), list activities for contingent
management of groundwater (e.g., dewateringof groundwater from excavations or
foundations, containerizing, offsite disposal, discharge to sanitary sewer, NPDES permit, or
sampling procedures).
Should groundwater be encountered, the contractors will contact an environmental
professional to observe conditions to determine if there are impacts that may pose a potential
risk to workers. Appropriate worker safety measures will be undertaken if groundwater gathers
18
EMP Version 2, June 2018

in an open excavation within an area determined to be impacted during construction activities.
The accumulated water will be allowed to evaporate/infiltrate to the extent time for dissipation
does not disrupt the construction schedule. Should the time needed for natural dissipation of
accumulated water be deemed inadequate, the water will be tested and disposed off -Site (if
impacted), or tested and discharged to the stormwater retention systems (if not impacted
above DEQ surface water quality standards) in accordance with applicable municipal and State
regulations for erosion control and construction stormwater control.
5) Are monitoring wells currently present on the Brownfields Property?.................❑Yes ®No
If yes, are any monitoring wells routinely monitored through DEQ or other
agencies?..................................................................................................................❑Yes ❑No
6) Please check methods to be utilized in the management of known and previously
unidentified wells.
® Abandonment of site monitoring wells in accordance with all applicable regulations. It
is the Brownfields Program's intent to allow proper abandonment of well(s) as
specified in the Brownfields Agreement, except if required for active monitoring
through another section of DEQ or the EPA.
❑ Location of existing monitoring wells marked
❑ Existing monitoring wells protected from disturbance
® Newly identified monitoring wells will be marked and protected from further
disturbance until notification to DEQ Brownfields can be made and approval for
abandonment is given.
7) Please provide additional details as needed:
DEQ will be notified if newly identified monitoring wells are found on the Brownfields property.
Please note. disturbance of existing site monitoring wells without aaaroval by DEQ is not
Dermissible. If monitoring wells are damaged and/or destroved. DEQ may reauire that the PD
be responsible for replacement of the well.
PART 3. SURFACE WATER -Please fill out the information below.
1) Is surface water present at the property? ❑ Yes ® No
2) Attach a map showing the location of surface water at the Brownfields Property.
3) Is surface water at the property known to be contaminated? ❑ Yes ® No
4) Will workers or the public be in contact with surface water during planned redevelopment
activities? ❑ Yes ® No
5) In the event that contaminated surface water is encountered during redevelopment
activities, or clean surface water enters open excavations, list activities for management of
such events (e.g. flooding, contaminated surface water run-off, stormwater impacts):
19
EMP Version 2, June 2018

As noted above, when excavating during construction activities at the Site, the workers or
contractors will observe soils for evidence of potential significantly impacted soil including a
distinct unnatural color, strong odor, or filled or previously disposed materials of concerns (i.e.,
chemicals, tanks, drums, etc.). If surface water run-off gathers in an open excavation within an
area determined to be impacted during construction activities, appropriate worker safety
measures will be undertaken. The accumulated water will be allowed to evaporate/infiltrate to
the extent time for dissipation does not disrupt the construction schedule. Should the time
needed for natural dissipation of accumulated water be deemed inadequate, the water will be
tested and disposed off -Site (if impacted), or tested and discharged to the storm sewer (if not
impacted above DEQ surface water standards) in accordance with applicable municipal and State
regulations for erosion control and construction stormwater control.
PART 4. SEDIMENT — Please fill out the information below.
1) Are sediment sources present on the property? ❑ Yes ® No
2) If yes, is sediment at the property known to be contaminated: ❑ Yes ® No
3) Will workers or the public be in contact with sediment during planned redevelopment
activities? ❑ Yes ® No
4) Attach a map showing location of known contaminated sediment at theproperty.
5) In the event that contaminated sediment is encountered during redevelopment activities, list
activities for management of such events (stream bed disturbance):
Not Applicable
PART 5. SOIL VAPOR — Please fill out the information below.
1) Do concentrations of volatile organic compounds at the Brownfields property exceed the
following vapor intrusion screening levels (current version) in the following media:
IHSB Residential Screening Levels:
Soil Vapor:...........® Yes ❑ No ❑ Unknown
Groundwater: ..... ❑ Yes ® No ❑ Unknown
IHSB Industrial/Commercial Screening Levels:
Soil Vapor: ........... ❑ Yes ® No ❑ Unknown
Groundwater: ..... ❑ Yes ® No ❑ Unknown
2) Attach a map showing the locations of soil vapor contaminants that exceed site
screening levels.
20
EMP Version 2, June 2018

3) If applicable, at what depth(s) is soil vapor known to be contaminated?
Twelve soil gas samples have been collected within the footprint of the proposed building. Soil gas
sample locations are shown in Figure 2 and a compound concentration map is provided as Figure 3. A
tabular summary of the soil gas sample laboratory analytical results is provided as Table 3.
Laboratory analytical results indicate that several VOCs were detected at concentrations above the
laboratory method detection limits in each of the soil gas samples. Low levels of TCE (up to 46
micrograms per cubic meter [µg/m3]) were detected in the northwestern and central portions of the
Site within the footprint of the proposed open air parking garage. No compounds have been detected
at concentrations above the DEQ DWM Vapor Intrusion SGSLs within the footprint of ground -level
occupiable components of the proposed building (see Figure 3).
4) Will workers encounter contaminated soil vapor during planned redevelopment activities?
❑ Yes ❑ No ® Unknown
5) In the event that contaminated soil vapor is encountered during redevelopment activities
(trenches, manways, basements or other subsurface work,) list activities for management
of such contact:
As noted above, appropriate safety screening will be performed by an environmental
professional to protect workers during utility installation activities in areas of known impacted
groundwater that may impact soil vapor at unacceptable levels. Safety screening activities
include monitoring the worker breathing zone with a calibrated photoionization detector or
similar instrument on an as needed basis based on groundwater and/or vapor impacts identified
during the utility installation activities. If safety screening results indicate further action is
warranted, the work zone will be evacuated until appropriate engineering controls (such as use
of industrial fans) are implemented.
PART 6. SUB -SLAB SOIL VAPOR — Please fill out the information below if existing buildings or
foundations will be retained in the redevelopment.
1) Are sub -slab soil vapor data available for the Brownfields Property? ❑ Yes © No ❑ Unknown
2) If data indicate that sub -slab soil vapor concentrations exceed screening levels, attach a map
showing the location of these exceedances.
3) At what depth(s) is sub -slab soil vapor known to be contaminated? ❑0-6 inches ❑Other, please
describe:
Not Applicable.
4) Will workers encounter contaminated sub -slab soil vapor during planned redevelopment
activities? ❑ Yes ❑ No ® Unknown
5) In the event that contaminated soil vapor is encountered during redevelopment activities, list
activities for management of such contact
21
EMP Version 2, June 2018

In the unlikely event impacted soil vapors are encountered during future redevelopment
activities, worker breathing zone will be monitored using a calibrated photoionization detector.
If results indicate further action is warranted, appropriate engineering controls (such as use of
industrial fans) will be implemented. Impacted soil vapors will be determined by contractor
olfactory awareness, observations, and monitoring for worker symptoms such as
lightheadedness.
PART 7. INDOOR AIR — Please fill out the information below.
1) Are indoor air data available for the Brownfields Property? ❑ Yes ® No ❑ Unknown
2) Attach a map showing the location(s) where indoor air contaminants exceed site screening levels.
3) If the structures where indoor air has been documented to exceed risk -based screening levels will
not be demolished as part of redevelopment activities, will workers encounter contaminated
indoor air during planned redevelopment activities? ❑ Yes ❑ No ® Unknown
4) In the event that contaminated indoor air is encountered during redevelopment activities, list
activities for management of such contact:
In the unlikely event there is evidence of potential indoor air issues (i.e., unusual odors) during future
redevelopment activities, the area will be evacuated and appropriate safety screening of the indoor
air will be performed. If warranted, safety screening procedures will be conducted by an
environmental professional and will include periodically screening by an environmental professional
indoor air for volatile organic vapors with a calibrated photoionization detector when workers present
in the Site buildings identify potential indoor air issues. If results indicate further action is warranted,
appropriate engineering controls (such as use of industrial fans) will be implemented.
VAPOR INTRUSION MITIGATION SYSTEM — Please fill out the information below.
Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property?
® Yes ❑ No ❑ Unknown
If yes, ❑ VIMS Plan Attached or ® VIMS Plan to be submitted separately
If submitted separately provide date:
The PD proposes to proactively install a vapor intrusion mitigation system (VIMS) during
construction of the proposed Site building in accordance DEQ Brownfields approved VIMS Plan.
The VIMS Plan will be submitted to DEQ for review and approval under separate cover prior to
construction of proposed Site building.
VIMS Plan shall be signed and sealed by a NC Professional Engineer
22
EMP Version 2, June 2018

If no, please provide a brief rationale as to why no vapor mitigation plan is warranted:
CONTINGENCY PLAN — encountering unknown tanks, drums, or other waste materials
In this section please provide actions that will be taken to identify or manage unknown
potential new sources of contamination. During redevelopment activities, it is not uncommon
that unknown tanks, drums, fuel lines, landfills, orother waste materials are encountered.
Notification to DEQ Brownfields Project Manager, UST Section, Fire Department, and/or other
officials, as necessary and appropriate, is required when new potential source(s) of
contamination are discovered. These Notification Requirements were outlined on Page 1 of this
EMP.
Should potentially impacted materials be identified that are inconsistent with known site
impacts, the DEQ Brownfields Project Manager will be notified and a sampling plan will be
prepared based on the EMP requirements and site -specific factors. Samples will generally be
collected to document the location of the potential impacts.
Check the following chemical analysis that are to be conducted on newly identified releases:
® Volatile organic compounds (VOCs) by EPA Method 8260
® Semi -volatile organic compounds (SVOCs) by EPA Method 8270
® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and
silver)
EPA Methods 6020/7471.
❑ Pesticides: Specify Analytical Method Number(s):
r1,,.1, - }ap here *- r+ . *-,,'
❑ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text
® Other Constituents & Analytical Method(s) (i.e. Hexavalent Chromium, Herbicides, etc.)
Please note, if field observations indicate the need for additional analyses, they should
be conducted, even if not listed here.
Hexavalent Chromium by EPA Method 7199
Please provide details on the proposed methods of managing the following commonly
encountered issues during redevelopment of Brownfields Properties.
During construction activities, contractors may encounter unknown sub -surface environmental
conditions (i.e., tanks, drums, or waste materials) that if encountered, will require proper
management. Prior to beginning Site work, Hart & Hickman will attend a pre -construction kick-off
meeting with the PD and the redevelopment contractors to discuss the DEQ approved EMP and
various scenarios when it would be appropriate and necessary to notify H&H of the discovery of
23
EMP Version 2, June 2018

unknown subsurface features or potentially impacted media at the Site.
In the event that such conditions are encountered during redevelopment activities, the
environmental actions noted below will be used to assist in appropriate management of sub -surface
environmental conditions and determination of the most suitable final disposition of potentially
impacted Site media.
Underground Storage Tanks:
In the event that an unknown UST or impacts associated with a UST release are discovered at the
Site during redevelopment activities, the UST and/or UST related impacts will be addressed through
the Brownfields Program. DEQ Brownfields will be notified within 48-hours of discovery of the UST.
If an unknown UST is encountered, the UST will be removed, if possible, and transported off -Site for
disposal at a suitable facility. Prior to removing the UST from the ground, residual fluids, if any, will
be sampled for VOCs, SVOCs, and RCRA metals as needed for disposal purposes. If a UST is
encountered that cannot be removed, it may be abandoned in -place with prior DEQ approval and
construction will proceed. Where appropriate, the bottom of the UST may be penetrated before
abandonment to prevent fluid accumulation. Impacted soil in the vicinity of the UST will be
managed in accordance with the Managing On -Site Soil section outlined in this EMP.
Sub -Grade Feature/Pit:
If a sub -grade feature or pit is encountered, it will be removed from the Site, if possible and
construction will proceed. Where appropriate, the bottom may be penetrated before back filling to
prevent fluid accumulation. If the pit has waste in it, the waste will be set aside in a secure area and
will be sampled for waste disposal purposes for TCLP VOCs, TCLP SVOCs, and TCLP metals and
disposed off -Site at a permitted facility or the waste will be managed in accordance with the
Managing On -Site Soil section outlined above in the EMP, whichever is most applicable based on
the type of waste present. If the pit must be removed and the observed waste characteristics
indicate the concrete may potentially be contaminated to a significant degree, the concrete will be
sampled and analyzed by methods specified by the disposal facility
Buried Waste Material:
If excavation into buried wastes or significantly impacted soils occurs, the contractor is instructed to
stop work in that location and notify Hart & Hickman. Hart & Hickman will observe the suspect
materials and collect samples for laboratory analysis, if warranted. Confirmation sampling will be
conducted at representative locations in the base and the sidewalls of the excavation after the
waste or significantly impacted soil is removed. The confirmation samples will be analyzed for
VOCs, SVOCs, and RCRA metals (or other analyses as appropriate based on the type of waste
material). Information will be provided to DEQ Brownfields regarding the type of waste material
discovered to determine if sampling for methane in soil gas is warranted. Information regarding the
permitted facility used for disposal of the waste or significantly impacted soil will also be provided
to DEQ. Areas of suspected contaminated soil that remain at the Site after excavation is complete
above the DEQ IHSB Residential PSRGs will be managed pursuant to this plan.
24
EMP Version 2, June 2018

Re -Use of Impacted Soils On -Site:
Please refer to description outlined in the Managing On -Site Soil section of the EMP above. .
If unknown, impacted soil is identified on -site, management on -site can be considered after the
project team provides the necessary information, outlined in Part 1.A. Item 11, for Brownfields
Project Manager approval prior to final placement on -site.
If other potential contingency plans are pertinent, please provide other details or scenarios as
needed below:
POST -REDEVELOPMENT REPORTING
® Check this box to acknowledge that a Redevelopment Summary Report will be required for the
project. If the project duration is longer than one year, an annual update is required and will be
due by January 31 of each year, or 30 days after each one-year anniversary of the effective date of
this EMP (as agreed upon with the Project Manager). These reports will be required for as long as
physical redevelopment of the Brownfields Property continues, except that the final
Redevelopment Summary Report will be submitted within 90 days after completion of
redevelopment. Based on the estimated construction schedule, the first Redevelopment Summary
Report is anticipated to be submitted on 1/31/2022
The Redevelopment Summary Report shall include environment -related activities since the last
report, with a summary and drawings, that describes:
1. actions taken on the Brownfields Property;
2. soil grading and cut and fill actions;
3. methodology(ies) employed for field screening, sampling and laboratory analysis of
environmental media;
4. stockpiling, containerizing, decontaminating, treating, handling, laboratory analysis and
ultimate disposition of any soil, groundwater or other materials suspected or confirmed
to be contaminated with regulated substances; and
5. removal of any contaminated soil, water or other contaminated materials (for example,
concrete, demolition debris) from the Brownfields Property (copies of all legally required
manifests shall be included).
❑X Check box to acknowledge consent to provide a NC licensed P.G. or P.E. sealed, Redevelopment
Summary Report in compliance with the site's Brownfields Agreement.
25
EMP Version 2, June 2018

APPROVAL SIGNATURES
Brownfields Project Number: 23074-19-060
Brownfields Project Name: Bookers Garage
Prospective Developer: 1121 Seigle, LLC
Printed Name/Title/Company: Harrison Tucker, Manager of
CoHab Development, LLC DBA Space Craft, the Manager of
1121 Seigle, LLC
Consultant: Hart & fiickman
Printed Name/Title/Company: Ralph McGee
Brownfields Project Manager: Kathleen Markey
26
EMP Version 2, June 2018
3/29/21
Date Click or tap to enter a date.
March 26, 2021
Date Click or tap to enter a date.
March 25, 2021
Date Click or tap to enter a date.

Figure 1
NCBP Diagram for Temporary
Containment of Impacted or Potentially
Impacted Soil
Cross -Section View
Top Plastic Cover Sheeting: Underliner: 1 layer, minimum of 10
(1 Layer, minimum: 10 mil thick) mil thick plastic
Berm
(Straw bales,
composted earth, etc.)
Land
Surface
\ x
Straw Bale Berm
Contaminated Soils
Map View
Uo o0*1- - -37
�L..
""' Contaminated Soils
Weight
(If plastic
cover used)
Weight
.......................................................
aO Plastic
Sheeting
Note: Adapted from NC DEQ UST Section "Guidelines for Ex Situ Petroleum Contaminated Soil Remediation" dated December, 1, 2013
27
EMP Version 2, June 2018

Tables
hart ` hickman
SMARTER ENVIRONMENTAL SOLUMNS

Table 1
Summary of Soil Analytical Data
Bookers Garage
Charlotte, North Carolina
H&H Job No. SCF-001
Sample Location
Bookers Garage Building
Near Residences
Industrial/
Regional Background
Characteristic
Sample ID
p
SB-1
SB-2
SB-3
SB-4
SS-1 / SS-DUP
Residential
PSRGs
Commercial
Metals in Soil c2>
Hazardous Waste
Threshold Level
Date
11/8/19
11/8/19
11/8/19
11/8/19
08/12/20
PSRGs �'�
(3)
Depth (ft bgs)
3-4
3-4
3-4
3-4
3-5
Range
Mean
Units
mg/kg
mg/L
VOCs (8260D)
ALL BDL
ALL BDL
ALL BDL
ALL BDL
ALL BDL
ALL BDL
--
--
--
--
--
SVOCs (8270E)
Acenaphthene
<0.415
<0.418
<0.416
0.432
<0.0989
<0.0986
720
9,000
--
--
--
Benzo(a)anthracene
<0.415
<0.418
<0.416
0.421
<0.122
<0.122
1.1
21
--
--
--
Benzo(a)pyrene
<0.415
<0.418
<0.416
0.388
<0.167
<0.166
0.11
2.1
--
--
--
Benzo(b)fluoranthene
<0.415
<0.418
<0.416
0.753
<0.155
<0.154
1.1
21
--
--
--
Benzo(g,h,i)perylene
<0.415
<0.418
<0.416
0.481
<0.150
<0.150
NE
NE
--
--
--
Chrysene
<0.415
<0.418
<0.416
0.446
<0.112
<0.111
110
2,100
--
--
--
Fluoranthene
<0.415
<0.418
<0.416
0.411
<0.116
<0.116
480
6,000
--
--
--
Indeno(1,2,3-cd)pyrene
<0.415
<0.418
<0.416
0.403
<0.176
<0.175
1.1
21
--
--
--
Pyrene
<0.415
<0.418
<0.416
0.585
<0.106
<0.105
360
4,500
--
--
--
Metals (6010D/7199/7471 B)
--
Arsenic
<1.1
2.3
1.8
2.0
1.9
1.4
0.68
3.0
1.0 - 18
4.8
--
Barium
40.6
45.1
179
47.2
56.3
57.1
3,100
47,000
50 - 1,000
356
--
Cadmium
<0.11
<0.096
0.14
<0.11
0.45
0.46
14
200
1.0 - 10
4.3
--
Chromium (total)
5.7
18.6
9.3
10.6
24.6
26.7
NE
NE
7.0 - 300
65
--
Hexavalent Chromium
NA
NA
NA
NA
<0.295
0.31
6.5
NS
NS
--
Trivalent Chromium
5.7
18.6
9.3
10.6
24.6
26.7
23,000
350,000
NS
NS
--
Lead
4.2
6.5
9.9
32.7
14.1
13.8
400
800
ND - 50
16
--
Mercury
0.026
0.067
0.058
0.14
0.059
0.059
2.3
9.7
0.03 - 0.52
0.121
--
Selenium
<1.1
6.5
2.5
<1.1
<0.46
<0.47
78
1,200
<0.1 - 0.8
0.42
--
Silver
<0.53
<0 48
<0.42
<0.55
<0.23
<0.23
78
1,200
ND - 5.0
NS
--
TCLP Lead (6010D TCLP) (mq/L)
Lead
...
--
--
--
--
5
Notes:
1) North Carolina Department of Environmental Quality (DEQ) Preliminary Soil Remediation Goals (PSRGs) (July 2020)
2) Range and mean values of background metals for North Carolina soils taken from Elements in North American Soils by Dragun and Chekiri, 2005
3) Environmental Protection Agency (EPA) Toxicity Characteristic Hazardous Waste Threshold Level (dated October 2009)
Soil samples were collected by ECS Southeast, LLP as part of assessments completed in November 2019, August 2020, and October 2020.
Soil concentrations are reported in milligrams per kilogram (mg/kg)
Compound concentrations are reported to the laboratory method detection limits
With the exception of metals, only those compounds detected in at least one sample shown in the table above
Laboratory analytical methods are shown in parentheses
Bold values exceed the Residential PSRG and regional background levels in the case of metals
Underlined values exceed Industrial/Commercial PSRG
VOCs = volatile organic compounds; SVOCs = semi -volatile organic compounds; ft bgs= feet below ground surface
NE = Not Established; NS= Not Specified; NA = Not Analyzed; -- = Not Applicable; BDL = Below Laboratory Method Detection Limits
S:\AAA-Master Projects\SpaceCraft\Bookers Garage\EMP\Tables\Bookers Garage Data Tables.xlsx
1/n/2D21
Background Cd and Ag concentrations were taken from Southeastern and Conterminous US soils
Table 1 (Page 1 of 2)
Hart &z Hickman, PC

Table 1
Summary of Soil Analytical Data
Bookers Garage
Charlotte, North Carolina
H&H Job No. SCF-001
Sample Location
Drip Line Samples
Industrial/
Regional Background
Characteristic
Sample ID
SS-1 / SS-DUP
SS-2
SS-3
SS-4
Residential
PSRGs
Commercial
PSRGs
Metals in Soil (z)
Hazardous Waste
Threshold Level
(3)
Date
10/9/20
10/9/20
10/9/20
10/9/20
Depth (ft bgs)
0-2
0-1
1-2
0-2
0-2
Range
Mean
Units
mg/kg
mg/L
VOCs (8260D)
NA
NA
NA
NA
NA
NA
--
--
--
--
--
SVOCs (8270E)
Acenaphthene
NA
NA
NA
NA
NA
NA
720
9,000
--
--
--
Benzo(a)anth racene
NA
NA
NA
NA
NA
NA
1.1
21
--
--
--
Benzo(a)pyrene
NA
NA
NA
NA
NA
NA
0.11
2.1
--
--
--
Benzo(b)fluoranthene
NA
NA
NA
NA
NA
NA
1.1
21
--
--
--
Benzo(g,h,i)perylene
NA
NA
NA
NA
NA
NA
NE
NE
--
--
--
Chrysene
NA
NA
NA
NA
NA
NA
110
2,100
--
--
--
Fluoranthene
NA
NA
NA
NA
NA
NA
480
6,000
--
--
--
Indeno(1,2,3-cd)pyrene
NA
NA
NA
NA
NA
NA
1.1
21
--
--
--
Pyrene
NA
NA
NA
NA
NA
NA
360
4,500
--
--
--
Metals (6010D/7199/7471B)
--
Arsenic
NA
NA
NA
NA
NA
NA
0.68
3.0
1.0 - 18
4.8
--
Barium
NA
NA
NA
NA
NA
NA
3,100
47,000
50 - 1,000
356
--
Cadmium
NA
NA
NA
NA
NA
NA
14
200
1.0 - 10
4.3
--
Chromium (total)
NA
NA
NA
NA
NA
NA
NE
NE
7.0 - 300
65
--
Hexavalent Chromium
NA
NA
NA
NA
NA
NA
0.31
6.5
NS
NS
--
Trivalent Chromium
NA
NA
NA
NA
NA
NA
23,000
350,000
NS
NS
--
Lead
70.7
88.5
2.310
NA
123
150
400
800
ND - 50
16
--
Mercury
NA
NA
NA
NA
NA
NA
2.3
9.7
0.03 - 0.52
0.121
--
Selenium
NA
NA
NA
NA
NA
NA
78
1,200
<0.1 - 0.8
0.42
--
Silver
NA
NA
NA
NA
NA
NA
78
1,200
ND - 5.0
NS
--
TCLP Lead (6010D TCLP) (mg/L)
Lead
<0.025
<0.025
--
--
--
--
5
Notes:
1) North Carolina Department of Environmental Quality (DEQ) Preliminary Soil Remediation Goals (PSRGs) (July 2020)
2) Range and mean values of background metals for North Carolina soils taken from Elements in North American Soils by Dragun and Chekiri, 2005. Background Cd and Ag concentrations were taken from Southeastern and Conterminous US soils
3) Environmental Protection Agency (EPA) Toxicity Characteristic Hazardous Waste Threshold Level (dated October 2009)
Soil samples were collected by ECS Southeast, LLP as part of assessments completed in November 2019, August 2020, and October 2020.
Soil concentrations are reported in milligrams per kilogram (mg/kg)
Compound concentrations are reported to the laboratory method detection limits
With the exception of metals, only those compounds detected in at least one sample shown in the table above
Laboratory analytical methods are shown in parentheses
Bold values exceed the Residential PSRG and regional background levels in the case of metals
Underlined values exceed Industrial/Commercial PSRG
VOCs = volatile organic compounds; SVOCs = semi -volatile organic compounds; ft bgs= feet below ground surface
NE = Not Established; NS= Not Specified; NA = Not Analyzed; -- = Not Applicable; BDL = Below Laboratory Method Detection Limits
Table 1 (Page 2 of 2)
S:\AAA-Master Projects\SpaceCraft\Bookers Garage\EMP\Tables\Bookers Garage Data Tables.xlsx
1n/2021 Hart &z Hickman, PC

Table 2
Summary of Groundwater Analytical Data
Bookers Garage
Charlotte, North Carolina
H&H Job No. SCF-001
Sample Location
Bookers Garage Building
Residence
2L (1)
Standard
Residential GWSLs
Non -Residential
GWSLs
Sample ID
TW-1
TW-1 / TW-DUP
TW-2
TW-2
Date
11 /8/2019
8/12/2020
11 /8/2019
10/12/2020
Units
pg/L
VOCs (8260D)
ALL BDL
ALL BDL
ALL BDL
ALL BDL
ALL BDL
--
--
--
SVOCs (8270E)
ALL BDL
ALL BDL
ALL BDL
ALL BDL
ALL BDL
--
--
--
Metals (6010D/7470A)
Arsenic
NA
<4.7
<4.7
NA
<10.0
10
--
--
Barium
NA
73.1
72.4
NA
88.0
700
--
--
Cadmium
NA
<0.40
<0.40
NA
<1.0
2
--
--
Chromium (total)
NA
<3.7
<3.7
NA
<5.0
10
--
--
Lead
NA
<4.5
<4.5
NA
<5.0
15
--
--
Mercury
NA
<0.12
<0.12
NA
<0.20
1
--
0.75
Selenium
NA
<4.7
<4.7
NA
<10.0
20
--
--
Silver
I NA
1 <2.5
1 <2.5
1 NA
1 <5.0
1 20
1--
--
Notes:
1) North Carolina Department of Environmental Quality (DEQ) 15A North Carolina Administrative Code 02L.0202 Groundwater Quality Standard (2L Standard) (April 2013)
2) DEQ Division of Waste Management (DWM) Vapor Intrusion Groundwater Screening Levels (GWSLs) (February 2018)
Groundwater samples were collected by ECS Southeast, LLP as part of assessment activities completed in November 2019 and August 2020.
Compound concentrations are reported in micrograms per liter (pg/L)
Compound concentrations are reported to the laboratory method detection limits
With the exception of metals, only those compounds detected in at least one sample are shown in the table above
Laboratory analytical methods are shown in parentheses
VOCs = volatile organic compounds; SVOCs = semi -volatile organic compounds
NA = Not Analyzed; -- = Not Applicable; BDL = Below Laboratory Method Detection Limits
Table 2 (Page 1 of 1)
S:\AAA-Master Projects\SpaceCraft\Bookers Garage\EMP\Tables\Bookers Garage Data Tables.xlsx
12/21/2020 Hart & Hickman, PC

Table 3
Summary of Soil Gas Analytical Data
Bookers Garage
Charlotte, North Carolina
H&H Job No. SCF-001
Sample Location
Northwestern Portion of the Site
Central Portion of the Site
Southeastern Portion of the Site
Residential
Non
Sample ID
SG-1 / SG-DUP
SG-1 / SG-DUP
SG-2
SG-3
SG-4
SG-5
SG-6
SGSLs (1)
-Residential
SGSLs (1)
Date
8/12/2020
11/5/2020
8/12/2020 11/5/2020
8/12/2020 11/5/2020
8/12/2020 11/5/2020
8/12/2020 11/5/2020
8/12/2020 11/5/2020
Units
J9 m3
VOCs (TO-15)
Acetone
101
21.4
<11
<11
3,536
99
74.7
69
6,840
54
10,700
42
9,000
110
220,000
2,700,000
Benzene
11.2
10.5
<0.19
<0.19
4.5
6.0
2.6
5.6
12.7
17
22.5
4.9
8.6
7.3
120
1,600
1,3-Butadiene
<0.26
<0.21
<0.32
<0.32
<0.19
<0.32
<0.19
<0.32
<0.19
<0.32
<5.0
13
<0.20
<0.32
14
180
2-Butanone (MEK)
18.2
<1.1
<2.0
<2.0
274
14 J
19.7
8.8 J
407
8.3 J
878
7.3 J
522
26
35,000
440,000
Carbon Disulfide
53.1
53.5
<1.6
<1.6
18.2
<1.6
5.2
<1.6
34.9
<1.6
<7.9
<1.6
3.9
<1.6
4,900
61,000
Carbon Tetrachloride
<0.38
<0.31
<0.33
<0.33
0.34 J
0.68 J
0.41 J
<0.33
<0.29
<0.33
<5.9
<0.33
<0.30
0.50 J
160
2,000
Chlorobenzene
<0.39
<0.32
<0.22
<0.22
<0.29
<0.22
<0.29
<0.22
2.4
<0.22
<6.1
<0.22
<0.31
<0.22
350
4,400
Chloroethane
<0.34
<0.28
<0.52
<0.52
0.27 J
<0.52
<0.25
<0.22
<0.25
<0.52
<5.3
<0.52
<0.26
<0.52
NE
NE
Chloroform
<0.49
<0.41
<0.24
<0.24
0.43 J
<0.24
<0.37
0.80 J
<0.37
<0.24
<7.8
<0.24
1.3
1.3
41
530
Chloromethane
<0.24
<0.20
<0.32
<0.32
1.6
<0.32
0.42 J
<0.32
<0.19
<0.32
<3.9
<0.32
<0.19
<0.32
630
7,900
Cyclohexane
14.5
14.5
<0.34
<0.34
12.2
29
7.4
26
23.3
20
31.2 J
22
26.8
33
42,000
530,000
Dichlorodifluoromethane (Freon 12)
1.8 J
1.5
<0.31
<0.31
0.71
<0.31
0.66 J
<0.31
<0.57
<0.57
<6.1
<0.31
2.3
30
700
8,800
1,1-Dichloroethene
<0.37
<0.30
<0.43
<0.43
0.32 J
<0.43
<0.28
<0.43
<0.28
<0.43
<5.8
<0.43
<0.29
<0.43
1,400
180,000
cis- 1,2-dichloroethene
<0.41
<0.34
<0.27
<0.27
<0.31
<0.27
<0.31
2.2
2.4
<0.27
<6.5
<0.27
<0.33
<0.27
NE
NE
trans- 1,2-dichloroethene
<0.43
<0.35
<0.30
<0.23
<0.33
<0.23
<0.33
1.4
<0.33
3.5
<6.8
1.2
<0.34
3.4
NE
NE
Ethanol
NA
NA
170
170
NA
97
NA
40
NA
110
NA
26.0
NA
47
NE
NE
Ethyl Acetate
<0.43
<0.35
<4.3
<4.3
45.5
<4.3
1.3 J
<4.3
<0.33
16
<6.8
<4.3
<0.34
45
490
6,100
Ethylbenzene
3.3
5.3
2.8
2.5
2.0
3.8
<0.35
2.2
1.2 J
1.9
<7.3
2.6
1.3 J
6.2
370
4,900
4-Ethyltoluene
<1.2
1.2 J
<0.30
<0.30
<0.92
<0.30
<0.92
<0.30
<0.92
<0.30
<19.2
<0.30
<0.96
1.6
NE
NE
Heptane
18.4
16.8
460
470
<0.34
4.2
<0.34
3.0
<0.34
<0.35
<7.0
11
<0.35
5.7
2,800
35,000
Hexane
28.8
12.5
1,600
1,800
8.3
18 J
3.0
7.0 J
75.0
<1.3
29.4
15 J
<0.49
<1.3
4,900
61,000
2-Hexanone
1.7 J
1.7 J
<0.46
<0.46
37.1
<0.46
2.5 J
<0.46
73.5
<0.46
165 J
<0.46
85.0
<0.46
210
2,600
Methylene Chloride
58.5
35.8
<1.6
<1.6
61.8
<1.6
41.0
<1.6
52.5
<1.6
61.1 J
<1.6
<2.0
<1.6
4,200
53,000
4-Methyl-2-pentanone (MIBK)
<0.54
<0.44
<0.43
<0.43
2.5 J
<0.43
0.93 J
<0.43
<0.41
<0.43
<8.5
<0.43
<0.42
<0.43
21,000
260,000
Methyl tert butyl ether
<0.35
<0.29
<0.29
<0.29
0.41 J
<0.29
<0.27
<0.29
<0.27
<0.29
<5.6
<0.29
<0.28
<0.29
3,600
47,000
Naphthalene
<3.2
3.8 J
0.82 J
<0.59
<2.4
<0.59
<2.4
<0.59
4.9 J
<0.59
<50.1
<0.59
<2.5
<0.59
21
260
Propylene
129
<0.21
<1.2
<1.2
25.6
<1.2
13.2
<1.2
94.9
<1.2
811
150
186
<1.2
21,000
260,000
Styrene
0.98 J
1.0 J
1.4
1.5
1.9
2.7
<0.72
2.0
<0.72
1.1
<14.9
2.2
<0.75
4.0
7,000
88,000
Tetrachloroethene
<0.73
<0.60
1.4
<0.44
4.3
<0.44
<0.55
<0.44
0.72 J
<0.44
<11.6
0.73 J
<0.58
0.79 J
280
3,500
Tetrahydrofuran
<0.44
<0.36
<1.5
<1.5
2.3
<1.5
1.5
<1.5
<0.33
<1.5
<6.9
<1.5
<0.34
<1.5
NE
NE
Toluene
103
95.5
38
40
28.5
94
6.5
68
40.7
71
67.4
44
21.0
180
35,000
440,000
Trichloroethene
2.1
1.5
<0.40
<0.40
31.8
11
1.3
46
6.0
<0.40
<7.1
<0.40
0.77 J
1.3
14
180
Trichlorofluoromethane (Freon 11)
<0.72
<0.59
<0.85
<0.85
0.88 J
1.7 J
0.64 J
1.3 J
<0.55
1.3 J
<11.4
1.3 J
<0.57
5.0
NE
NE
1,1,1,-Trichloroethane
<0.34
<0.28
<0.36
<0.36
<0.26
<0.36
<0.26
<0.36
1.6 J
<0.36
<5.4
<0.36
<0.27
<0.36
35,000
440,000
1,2,4-Trimethyl benzene
5.1
1.9 J
1.9
<0.22
1.11
3.4
<0.79
<0.22
2.6
<0.22
<16.4
2.5
1.8 J
4.9
420
5,300
1,3,5-Trimethyl benzene
<0.77
1.4 J
0.59 J
<0.26
<0.58
0.92 J
<0.58
0.73 J
1.11
0.33 J
<12.1
0.87 J
0.76 J
1.4
420
5,300
m&p-Xylene
7.0
5.1
10
7.6
7.8
9.5
<0.83
7.6
4.5
4.7
<17.2
7.7
4.7
16
700
8,800
o-Xylene
2.5
2.2
5.2
4.5
2.5
4.8
<0.38
3.7
1.9
2.1
<7.8
4.8
1.9
9.2
700
8,800
Notes:
1) North Carolina Department of Environmental Quality (DEQ) Division of Waste Management (DW M) Vapor Intrusion Sub -slab and Exterior Soil Gas Screening Levels (SGSLs) (February 2018)
Soil gas samples were collected by ECS Southeast, LLP as part of assessments completed in August 2020 and November 2020.
Compound concentrations are reported in micrograms per cubic meter (Ng/m3)
Compound concentrations are reported to the laboratory method detection limits
Bold concentrations exceed the Residential SGSL
Only those compounds detected in at least one sample are shown in the table above
Laboratory analytical methods are shown in parentheses.
VOCs = volatile organic compounds; NA = Not Analyzed; NE= Not Established
J = compound was detected above the laboratory method detection limit, but below the laboratory reporting limit, resulting in a laboratory estimated concentration
Table 3 (Page 1 of 1)
S:\A -Maser Proje \SPa,eCraf[\Bookers Garage\EMP\Tables\Bookers Garage Data Table,.Al
12/21/2020 Hart & Hickman, PC

Figures
hart ` hickman
SMARTER ENVIRONMENTAL SOLUMNS

- i
r- tT _ Y ' ...1,'„
IOLK ST "+ r _f,arlMte [hristran
oll And
Thmloclrll seminary.
- O `l`� ✓✓ �� - � .. l`x�••,••� .. -. Hicdilar Kl hil!
'� .�• DAL TON AVE -cJF
-4---'--•-
'vIII�Hei is -'
Scli
11 rocksr one
Sc 1,-15
- m rr•-•
�VV
_ era sr�1
_
R Pti
y �
CYr�
�,P
LF
k
SITE
y--
�~
, un" ..
Y
C pIJN�RY CL01f
rrrst YJald
1�
Pots Ar_xl-
•�
!i n••th c•me
,uad+fs
ti+��ic$• Y
_ _-.-•1
t
I
CY t
I
�. Tranty
fir.,
Epls—ll�ai
.ti: ' ..
Sdi
Q
6 H
0
£
'
c
.
ZA
4 L
L• 9"17
CI
�;
T
a
Central Plcdrn rdx
Cornrnln y Cdl - Ll-ilheth
Cemral CanyNfs Traditional
Elc- m sch
ry r
k �
' -J�, Kings �cJl
� Q
Charlotte
oq E
4r
6e
Fyn
3�
USGS The National Map: National Boundaries Dataset, 3DEP Elevation
-)Program, Geographic Names Information.,System, Nationa1&ydrography
Dataset, National Land Cover Database, National Structures�Dataset,
and National Transportation Dataset; USGS Global Ecosyster4 U.S.
Census Bureau TIGER/Line data; USF,S-Road Data; Natural Earth Data;
U.S. Department of State Humanitarian Information Unit;an'd, NOAA
National Centers for Environmental Information, U.S. Coastal, Relief
Model. Data refreshed May, 2020.
0 2,000 4,000
N
SCALE IN FEET
U.S.G.S. QUADRANGLE MAP
CHARLOTTE EAST, NORTH CAROLINA 2013
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)

LEGEND
SITE PROPERTY BOUNDARY
PARCELBOUNDARY
PROPOSED BUILDING FOOTPRINT
ON GRADE
PROPOSED BUILDING ABOVE
PARKING GARAGE
PROPOSED PARKING DECK
SOIL BORING SAMPLE
LOCATION (2019)
® SOIL GAS SAMPLE LOCATION (2020)
O DRIP LINE SOIL SAMPLE LOCATION
(2020)
SAMPLE DEPTH
(IF APPLICABLE) SAMPLE DATE
SAMPLE ID UNITS
SS-2 0-1' (10/9/20) mg/kg
LEAD 2,310
CONSTITUENT CONCENTRATION
NOTES:
1. PROPOSED BUILDING LOCATIONS APPROXIMATED
BASED ON CONCEPTUAL REDEVELOPMENT
RENDERING.
2. TCE = TRICHLOROETHENE
Ng/m3 = MICROGRAMS PER CUBIC METER
mg/kg = MILLIGRAM PER KILOGRAM
3. ONLY CONCENTRATIONS ABOVE APPLICABLE
STANDARDS SHOWN.
8
APPROXIMATE
0 25 50
SCALE IN FEET

Appendix A
Redevelopment Plan and Permits
hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS

•
•
•
C
C
0
I
I
I
I
I
I
I
I
I
I
I
I
1 • 2 • 3
LJ
F-I
F-1 r=�,
bu 1�1 0.0
El L
00
77 El El 12d ------- ---L
El o
EFE
OO 0° 0 O 0 00 0 0
0
00000000 0 °000
O 0 0° 0 0
0000 0
° 0 O°
00000 °OO
0O0° 0 0000000
�0 0 0 0O
00 �Oo o QO
oOQ 0° 0 O 0p o 0
O
Oo �op0�0 °opo
•
.. , ■■I� � � III.
.-" -uwiluwwuwuuuiuun � � li■ _,
1-11n-i�il�i■l
4
METAL STAIR
•
5
PROPOSED AREAS
HEATED
Level 1 Lobby
344.6
Level 1 Apartments
9507.4
Level 2 Apartments
9896.4
Level 3 Apartments
9896.4
PROPOSED HEATED TOTALS
29644.7
UNHEATED
Level 1 Circulation
2491.4
Level 2 Circulation
1628.3
Level 3 Circulation
1628.3
PROPOSED UNHEATED TOTAL
5748.0
0
0
E N
N W
C:
0
�7C3_
0 o
a 070
7C) U Z
.� (3)
-0 o
� T cts
� � o
E U
-1 -
4
4-5
a.? 0 aD
0 0
_0
U U
D_ (D
N
0��
co
Q)
o
0
W
o
E
Q a)
U)
+�
0
C/)
CZ
cn
U
0
C
7 'E U
>.
c0
C CZ
E C
O
O
� N �
U L
ZO
4-- O c0
7C)
LL
LL
" 7Dz
O
0
Z
Qom=
-J
0
.L
Z
z
Vi
W
Z
U
Z
c
Q C
Y
Y
LI.I
�_
7
U
�
V
C�
o
J
U
Y
❑C
1530 Elizabeth Ave, Suite 200
Charlotte NC 28204
704 405 5980
www.cluckdesign.com
Offices: CLT / NYC
��\N LEE KENNF ��� cOLLge�R
�E,,ED ARCH ��- �� P�yCH IT ECTG 9�j
��9
PRELIMINARY. NOT FOR CONSTRUCTION
DESIGN SUBJECT TO DEVELOPMENT CHANGES
~oRTN CA0.��'\�P ry�RTH CARO�'`�P
cy4RLOTTE cygRLOTTE �G
C Submitted: 00/00/00
E 15th St & Seigle Ave
Charlotte, NC 28205
prepared for: Harrison Tucker
CoHab Development
•
Mark Date Description
01 08/05/2020 Design Signoff Drawings
02 09/16/2020 Design Signoff Revisions
•
B
s
11
FOXTROT ECHO
GOLF ❑ DELTA
INDIA ❑ CHARLIE
JULIET
ALPHA BRAVO
KILO
KEY PLAN LEVEL 1
This Drawing is the property of cluck and is not to be
reproduced in whole or in part. It is to be used for the project
and site specifically identified herein and is not to be used on
any other project. This Drawing is to be returned upon the
written request of Cluck.
Copyright 2019 Cluck Design Collaborative
All Rights Reserved.
Project name/#: Project Name / 19_xxx
CAD File Name: Project Name.vwx
First Floor
Floor Plan
1
First Floor Floor Plan
Scale: 1 /8" = 1--0--
•
0
4
8
12
16
2
•
3
El
0
;,
A101

•
•
•
C
C
i
0
0
1
•
2
•
3
•
4 •
5
PROPOSED AREAS
HEATED
Level 1 Lobby 344.6
Level 1 Apartments 9507.4
Level 2 Apartments 9896.4
Level 3 Apartments 9896.4
PROPOSED HEATED TOTALS 29644.7
UNHEATED
Level 1 Circulation 2491.4
Level 2 Circulation 1628.3
Level 3 Circulation 1628.3
PROPOSED UNHEATED TOTAL 5748.0
O
N
0 U
E N
N U)
cts �
O�
0
O70
4-1
70
—0 cts
N U
u >
U
�
0-0 o
�
L
� T cti
� � o
E U
4-1 -
� � U)
(D O a�
U�
co U U
U
���
O E�
CZ
N
o
0
W
o
Q�E
Q N
U
+�
u
(n
CZ Q '-
cn
U
0
C
-0
U
E
C/) �: O
O
N 7�5
U L
LU
Q
L a)
Z
O O CZ
7C)
LLL
LL
LL
(1)
CZ (1)
LL
0
LL
" 7DZ
c0
Z
c�
.U)CZ
a
z
4
Z
'� U
Zco
c
rn
01--=
Y
Y
LLI
� �
7
U
�
V
C
�
C)
J
U
N
Y
•
•
•
rol
C
i
01 s
1530 Elizabeth Ave, Suite 200
Charlotte NC 28204
704 405 5980
www.cluckdesign.com
Offices: CLT / NYC
��\N LEE F(ENNF ��� COLLABpR
�EpED ARCH �� �� PRCH IT ECTG 9�j
PRELIMINARY. NOT FOR CONSTRUCTION
DESIGN SUBJECT TO DEVELOPMENT CHANGES
~oRTN CA0.DP ry�RTH P
C,Z"4 TTE �G cy4PLOT.TS �G
Submitted: 00/00/00
E 15th St & Seigle Ave
Charlotte, NC 28205
prepared for: Harrison Tucker
CoHab Development
Mark Date Description
01 08/05/2020 Design Signoff Drawings
02 09/16/2020 Design Signoff Revisions
FOXTROT NOVEMBER
GOLF MIKE
INDIA LIMA
OSCAR
KEY PLAN LEVEL 2 & 3
This Drawing is the property of cluck and is not to be
reproduced in whole or in part. It is to be used for the project
and site specifically identified herein and is not to be used on
any other project. This Drawing is to be returned upon the
written request of Cluck.
Copyright 2019 Cluck Design Collaborative
All Rights Reserved.
Project name/#: Project Name / 19_xxx
CAD File Name: Project Name.vwx
Second Floor
Floor Plan
1
Second Floor Floor Plan
Scale: 1 /8" = 1--0--
•
0 4 8 12 16 FT
2
K
4 0
;,
A102

•
•
•
C
C
i
0
0
1
•
2
•
3
•
4 •
5
PROPOSED AREAS
HEATED
Level 1 Lobby
344.6
Level 1 Apartments
9507.4
Level 2 Apartments
9896.4
Level 3 Apartments
9896.4
PROPOSED HEATED TOTALS
29644.7
UNHEATED
Level 1 Circulation
2491.4
Level 2 Circulation
1628.3
Level 3 Circulation
1628.3
PROPOSED UNHEATED TOTAL 5748.0
O
N
0 U
E N
N U)
cts �
O�
0
O70
4-1
70
—0 cts
N U
u >
U
�
0-0 o
�
L
� T cti
� � o
E U
4-1 -
� � U)
(D O a�
U�
co U U
U
���
O E�
CZ
N
o
0
W
o
Q�E
Q N
U
+�
u
(n
CZ Q '-
cn
U
0
C
-0
U
E
C/) �: O
O
N 7�5
U L
LU
Q
L a)
Z
O O CZ
7C)
LLL
LL
LL
(1)
CZ (1)
LL
0
LL
" 7DZ
c0
Z
c�
.U)CZ
a
z
4
Z
'� U
Zco
c
rn
01--=
Y
Y
LLI
� �
7
U
�
V
N
C
�
C)
J
U
Y
•
•
•
rol
C
i
01 s
1530 Elizabeth Ave, Suite 200
Charlotte NC 28204
704 405 5980
www.cluckdesign.com
Offices: CLT / NYC
��\N LEE F(ENNF ��� COLLABpR
�EpED ARCH �� �� PRCH IT ECTG 9�j
PRELIMINARY. NOT FOR CONSTRUCTION
DESIGN SUBJECT TO DEVELOPMENT CHANGES
~oRTN CA0.DP ry�RTH P
C,Z"4 TTE �G cy4PLOT.TS �G
Submitted: 00/00/00
E 15th St & Seigle Ave
Charlotte, NC 28205
prepared for: Harrison Tucker
CoHab Development
Mark Date Description
01 08/05/2020 Design Signoff Drawings
02 09/16/2020 Design Signoff Revisions
FOXTROT NOVEMBER
GOLF MIKE
INDIA LIMA
OSCAR
KEY PLAN LEVEL 2 & 3
This Drawing is the property of cluck and is not to be
reproduced in whole or in part. It is to be used for the project
and site specifically identified herein and is not to be used on
any other project. This Drawing is to be returned upon the
written request of Cluck.
Copyright 2019 Cluck Design Collaborative
All Rights Reserved.
Project name/#: Project Name / 19_xxx
CAD File Name: Project Name.vwx
Third Floor
Floor Plan
1
Third Floor Floor Plan
Scale: 1 /8" = 1--0--
•
0 4 8 12 16 FT
2
K
4 0
;,
A103

•
•
•
M
C
0
1 • 2
DESIGN SIGN -OFF NOTE:
This Drawing is prepared for the client's final design approval only. Please note that any requested design change made to
this drawing after the date noted below may impact project time and schedule and may be subject to additional services
that the client will be billed as per the contractual agreement between cluck design collaborative and CoHab.
Dated Client's Signature
CLUCK INTERNAL SIGN -OFF:
Kevin Kennedy
Chris Scorsone
15th Street Elevation
Scale: 1/8" = V-0"
•
0 4 8 12 16 FT
3
•
0
•
LDS
•
•
•
C
0
1530 Elizabeth Ave, Suite 200
Charlotte NC 28204
704 405 5980
www.cluckdesign.com
Offices: CLT / NYC
E KFNNcc `G� COLLABpR
f-E
1ICy �� �� PRCH IT ECTG 9Tj
iT�
PRELIMINARY. NOT FOR CONSTRUCTION
DESIGN SUBJECT TO DEVELOPMENT CHANGES
y0 `aP 40
""
RTH CAftO�. HTH CAROB'
cy4&LOTTE �G cygRLOTTE �G
Submitted: 00/00/00
E 15th St & Seigle Ave
Charlotte, NC 28205
prepared for: Harrison Tucker
CoHab Development
Mark Date Description
01 08/05/2020 Design Signoff Drawings
02 09/16/2020 Design Signoff Revisions
This Drawing is the property of cluck and is not to be
reproduced in whole or in part. It is to be used for the project
and site specifically identified herein and is not to be used on
any other project. This Drawing is to be returned upon the
written request of cluck.
Copyright 2019 Cluck Design Collaborative
All Rights Reserved.
Project name/#: Project Name / 19_xxx
CAD File Name: Project Name.vwx
Exterior Elevations
Seigle Ave. Elevation
^' Scale: 1/8" = V-0"
1 0 2
0 4 8 12 16 FT
K3
11
0
;,
A201

ct Ck
DESIGN COLLABORATIVE
016
•7� i
.004
41 1 riear rnevation 0 0 iiiiiiiiiiiiiiiiiip
Scale: 1/8" = 1'-0"
-� • � • 3 • 4 • 5

ST
�S
dtHU
OLH
I U R B A N
P DESIGN
VICINITY MAP D
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL
(CLDSM) AND THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES UNLESS OTHERWISE SPECIFIED IN THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS
MANUAL.
2. ALL PUBLIC STREETS WITHIN THE DEVELOPMENT WILL BE CONSTRUCTED TO THE CITY OF CHARLOTTE STANDARDS IN ORDER TO BE
DEDICATED PUBLIC RIGHT OF WAYS.
3. ALL CURBS SHALL HAVE A 5-0" RADIUS AT THE FACE OF CURB UNLESS OTHERWISE NOTED. ALL R/W SHALL HAVE A 20' RADIUS
UNLESS OTHERWISE NOTED.
4. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM #50.05A OR #50.05B. SIGNS SHOULD BE LOCATED PER CLDSM #50.06.
5. LAND DEVELOPMENT ENGINEER SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION.
6. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. FURTHER REQUIREMENTS MAY BE MADE BY THE CITY OF CHARLOTTE
DEPARTMENT OF TRANSPORTATION (CDOT).
7. NON-STANDARD ITEMS (I.E.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT OF WAY REQUIRE ENCROACHMENT AGREEMENT WITH
THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL ENCROACHMENT AGREEMENTS. FOR CITY OF CHARLOTTE
MAINTAINED STREETS, CONTACT CDOT AT [phone].
8. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRICTION FLOODLINE IS SUBJECT TO THE RESTRICTIONS OF THE CITY OF CHARLOTTE
SUBDIVISION ORDINANCE, SECTION 7.200.8.
9. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 P.S.I. AT 28 DAYS AND SHALL COMPLY WITH SECTION
1000 OF THE NCDOT STANDARD SPECIFICATIONS. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3600 PSI CONCRETE AND
SHALL BE FOUR (4)INCHES THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE, EXCEPT WHERE A SIDEWALK CROSSES A
DRIVEWAY IT SHALL BE SIX (6) INCHES THICK.
10. ALL CONCRETE SHALL BE CURED WITH 100% RESIN BASE, WHITE PIGMENTED CURING COMPOUND WHICH MEETS A.S.T.M.
SPECIFICATIONS C-309, TYPE 1, APPLIED AT ONE GALLON TO 400 SF WITHIN 24 HOURS OF PLACEMENT OF CONCRETE.
11. ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR 48 HOURS AFTER CONSTRUCTION TO
PREVENT EROSION.
12. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL, OR
OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE
MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
13. ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS
LAID.
14. ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER
TEST.
15. ALL TESTS SHALL BE PERFORMED BY THE DEVELOPER AT NO COST TO THE CITY.
16. CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS. THE CONTRACTOR SHALL
PLACE AND MAINTAIN SIGNS, DANGER LIGHTS, BARRICADES, AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN
ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.).
17. SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER
TEST. THE SURFACE OF THE SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM FINISHED AND CURED WITH AN ACCEPTABLE
CURING COMPOUND. TOOLED JOINTS SHALL BE PROVIDED AT AN INTERVAL NOT LESS THAN FIVE (5) FEET AND EXPANSION JOINTS
AT INTERVALS NOT MORE THAN 45 FEET. THE SIDEWALK SHALL HAVE A LATERAL SLOPE OF 1/4" PER FOOT.
18. THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION OF THE CROWN OF THE ADJACENT ROADWAY. THE
SIDEWALK SHALL BE NO LESS THAN SIX (6) INCHES OR MORE THAN 18 INCHES ABOVE THE ROADWAY CROWN, EXCEPT THAT THE
CROSSWALK ELEVATIONS SHALL BE PROPERLY RELATED TO THE EXISTING OR PROPOSED ROADWAY CURB.
19. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR
INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS.
20. UTILITY INSTALLATIONS MAY ONLY CROSS BUFFER AREAS AT INTERIOR ANGLES MEASURED AT PROPERTY LINES WHICH ARE NOT
LESS THAN 75 DEGREES AND, TO THE EXTENT POSSIBLE, PATHS CLEARED FOR SUCH UTILITY LINES SHALL BE REPLANTED WITH
PLANT MATERIALS FROM THE ORDINANCES APPROVED PLANT LIST.
21. NO BUILDINGS, PARKING SPACES OR MANEUVERING AREAS MAY BE LOCATED WITHIN ANY BUFFER AREAS.
22. THE DEVELOPER SHALL MAKE A DILIGENT EFFORT TO PRESERVE AREAS OF REQUIRED BUFFERS WHERE SIGNIFICANT VEGETATION
EXISTS. THESE AREAS SHALL REMAIN UNDISTURBED EXCEPT TO THE EXTENT NECESSARY TO ACCOMMODATE THE ABOVE ITEMS OF
THIS SECTION.
23. UNDER DRAINAGE SHALL BE PROVIDED AS DIRECTED BY GEO-TECHNICAL ENGINEER. DETERMINATION SHALL BE MADE IN THE FIELD.
DRAINS TO BE INSTALLED PER CMLD STD #30.05.
24. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
25. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO
SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY
SUBDIVISION ORDINANCE.
26. CURB AND GUTTER ON THE PLANS MAY BE ADJUSTED BASED ON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM
DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
27. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES
AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED.
28. HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET
RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST
BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY.
29. ALL ROAD IMPROVEMENTS ON SEIGLE AVE AND E 15TH ST ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING
DEPARTMENT PRIOR TO CONSTRUCTION.
30. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
31. ALL DEVELOPMENT CREATING A TOTAL 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM
DRAINAGE DETENTION.
32. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE
INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT 704-336-3888.
33. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE APPROVED BY CDOT AND
WILL REQUIRE A R/W USE PERMIT OR R/W LEASE DEPENDING UPON THE PROPOSED DURATION OF CLOSURE. THESE APPROVALS
ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
CONTACT CDOT AT [phone] AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS.
CONTRACTOR SHALL CONTACT CDOT AT [phone] AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY
EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS.
34. THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY
CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER
SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
35. DEVELOPER TO CONTACT CDOT (ANTHONY MENDEZ: 704-336-4971) DURING SITE PLAN PREPARATION TO DISCUSS STREET LIGHTING
REQUIREMENTS, IF ANY, FOR THIS PROJECT. COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TO DETERMINE LIGHTING
LEVELS, LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION.
36. PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION - FOR UTILITY COORDINATION RELATED TO BOTH EXISTING UTILITY
RELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS, PLEASE CONTACT RALPH TRUITT, CDOT ROW UTILITY COORDINATOR
AT 704-336-4248 OR RTRU ITT@CHARLOTTENC. GOV.
7
1121 Seigle Ave, Charlotte, NC 28205
i
P I D: 081-099-13, 081-099-14, 081-099-21
SEIGLE AVENUE
50' PUBLIC R/W
CDOT MAINTAINED
25 MPH SPEED LIMIT
�C-) m
0 C;1
moo- ,
2 -0 Cn
nc
-�
0>
T1 n
�m m
o m
I I
I I
II
I II
I II
I II
I II
I II
�o
CONTACT INFORMATION
OWNER:
COHAB LLC
CONTACT:
HARRISON TUCKER
ADDRESS:
1918 BEVERLY DRIVE
CHARLOTTE, NC 28207
PHONE:
704-995-2254
EMAIL:
[e-mail]
CIVIL ENGINEER & LANDSCAPE ARCHITECT:
URBAN DESIGN PARTNERS PLLC
CONTACT: BRIAN D. SMITH, PE
ADDRESS: 1318-E6 CENTRAL AVENUE
CHARLOTTE, NC 28205
PHONE: [phone] FAX:[phone]
EMAIL: [e-mail]
ARCHITECT:
CLUCK DESIGN COLLABORATIVE
CONTACT: SWIKAR GHADIA
ADDRESS: 1530 ELIZABETH AVE #200
CHARLOTTE, NC 28204
PHONE: [phone]
EMAIL: [e-mail]
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
000000000000000
000aoo� ,�N pQ°ca°Ro°°oo0000 ` °�aosc�° o-
to ° W 1 06 -tr of
o ° o� =O o
�
09/30/2020
L
U
U
0
j N
J
o °N°
J
O
a� z
W
L
p
00 S
r=
U
=
0-)U
T
LO
Sheet
List Table
T
Sheet Number
Sheet Title
`o
O
C-1.0
Cover Sheet
N
C-1.1
Submittal Table
z
C-2.0
Existing Conditions
C-3.0
Site Plan
o
C-3.1
Open Space Plan
CZ
C-4.0
Grading & Storm Drainage Plan
_C: U
C-6.0
Utility Plan
� >
Q
C-7.0
Erosion Control Ph 1 &
Demolition Plan
>
C-7.1
Erosion Control Ph 2
C/)
OT
C-8.0
Site Specifications & Details
(�
T
U T
C-8.1
Site Specifications & Details
C-8.2
Site Specifications & Details
C-8.3
Site Specifications & Details
C-8.4
Erosion Control Details
LS-1.0
Landscape Plan
LS-2.0
Landscape Details
A1.1
Rezoning Plan
Z
O
A201
Exterior Elevations
A202
Exterior Elevations
w
°C
m
ui
Q
O
Z
Project No: 19-133
Date: 09.30.2020
Designed by: UDP
01�A� Drawn By: UDP
Sheet No:
GRAPHIC SCALE
20 0 10 20 40
1 INCH = 20 FEET ■
37. A JOINT USE MANHOLE (MEET -ME MANHOLE) IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL UTILITY TELECOM
SERVICE PROVIDERS. THE JOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY.

SHEET INDEX
100% CD's TO
LAND DEVELOPMENT
SUBMITTAL
09/30/2020:
C-1.0
COVER SHEET
O
C-1.1
SUBMITTAL TABLE
O
U
R B
A
N
C-2.0
EXISTING CONDITIONS
O
C-3.0
SITE PLAN
O
D E S I G
N
C-3.1
OPEN SPACE PLAN
O
C-4.0
GRADING & STORM DRAINAGE PLAN
O
PARTNERS
C-6.0
UTILITY PLAN
O
1318-e6 central ave. P 704.334.3303
C-7.0
EROSION CONTROL PH 1 & DEMOLITION PLAN
O
charlotte, nc F 704.334.3305
urbandesignppannertners.com
C-7.1
EROSION CONTROL PLAN PH 2
O
nc firm no: P-0418
sc coa no: C-03043044
C-8.0
SITE SPECIFICATIONS & DETAILS
O
C-8.1
SITE SPECIFICATIONS & DETAILS
O
C-8.2
SITE SPECIFICATIONS & DETAILS
O
C-8.3
SITE SPECIFICATIONS & DETAILS
O
FOR
C-8.4
EROSION CONTROL DETAILS
O
REFERENCE
LS-1.0
LANDSCAPE PLAN
O
LS-2.0
LANDSCAPE DETAILS
O
ONLY
---------------------------------------
---------------------------------------
A1.1
REZONING PLAN
O
A201
EXTERIOR ELEVATIONS
O
A202
EXTERIOR ELEVATIONS
O
N
U
U
0
j N
—J
o °N°
-J
z
O
a)
c�
a
L
4-1
p
00 S
r0
U
=
rn U
T
z
_0
U)
W
1
Project No: 19-133
Date: 09.30.2020
Designed by: UDP
Drawn By: UDP
Sheet No:
GENERAL NOTES:
1. CIRCLES ANNOTATE REVISED SHEETS
■

II I
I I
III I � I III I
c
I IIII I ,��T 684 _ I ll� 1
� I'�L, ► I jl
I I I
I II I ► I I I
THOMAS ELI BOONE AND
DANELLE KINZENBAW BOONE 1
ANNMILLAR PID JJ: 08109915
I I I I
BLOCK 4 SECTION 2 \ \\I 1
PID #:A 08109909
MB 157-43
BLOCK 4 SECTION 2
ZONED: R-5MB
m I I
ZONED: 1 R 5 43
USE: SINGLE FAMILY \
RESIDENTIAL rn ° f I /� I I RIM=686.3'
USE: SINGLE FAMILY INVERT 1N=680.3' 1
RESIDENTIAL / ) 1
/ & I I 1 I I INVERT OUT=680.2'
IRE - - / �� _ / N43 33' 2=E-150.27' \ \ \ l lRF
T �- / \ - \ L- s I� i' EXISTING CONDITIONS NOTES:
678 \ 1 11 I
\ GRATE=686.3'
11 SE 24"-30" IN=6 9.9' EXISTING INFORMATION ON THIS PLAN WAS PROVIDED BY:
- - 9- t - g- 6 NE 24"-30" 1N=679.8'
e - 9- - - - 9- A.G. ZOUTEWELLE SURVEYORS
679 - \ \ \ \ / ASPHALT DRIVE I \ \ 24"-30" our=67$.6' 1418 EAST FIFTH STREET
IICH
(7 4)3729444
L-28204
29.3'
o
20 ERIN T THOMAS AND / N \ �\ I
SCOTT BOULET
PID 08109910 / l l �/ / O'
m / 24
1-STORY FRAME COVERED I III I I� II BLOCK 4 SECTION 2 //Q
MB 151-43 1 � o RESIDENCE PORCH 0 \
ZONED: R-5 V / / p / / / / \ NO. 820 I Ip \
USE: SINGLE FAMILY
RESIDENTIAL
PAVEMENT AR A /VN
I ® I 1 I I I I 1
/ \ II
FFE= 688.8'
29.3'
CONC.
1z-N43-3'21 E - 7a09'
lRS I\�� 22 - - I ----N-43-3'21 E- 75.09' - - -- - I IPF
r/T O O I - --- ohe---- ohile -- - -III tI1l he
II1 /
/D ohe -ohe- I
15" `° oheoh�- - - ohe
39' 631 - -- ohe - - -- ohe -oheo
co/
/1111
MILDRED M DIAGO AND
ELLORENZO DIAGO
PlD J.- 08109911
BLOCK 4 SECTION 2
MB 151-43 26 o
/ /a
USE: ZSINGLE FAMILY I I / FFE=683.5' \ /
I \1 w --L
mRESIDENTIAL 4c, O 11 II II I II 1
cn I I II
GRA7E=679.1' I o
24" 1N=675.1' /aJo / /a� I / ASPHALT DRIVE / / (/) C I I I 1
24" OUT=675.0' m / s` / / / / a \ \\ I I / -0 D W 2
mz�cn
1-STORY N o
\ / BLOCK CHURCH a Ia
NO. 1113 I /aa // 16" \ I / r z \ m II II
/ m m
I\03
a o 1
ao° 23' \ o � / a I I I I m 11 II GRATE=688.8'
r/
\ / 5 I ELLIP. 1N=683.2'
/ \ o 0 18"double N 14.4' I I I I ELLIP. OUT=683.1'
74.6' \ \� � z
\ FFE=683.5' I A 8.8'
\ X 6g3 5.6' / \
I
T \ \ \ \\ \ \I LlMIS OF TEMPORARY
42' -'TIONEASEMENT /a
683 DE 23928-16 FFE=686.9/
CONC.
R-5 ZONING I I N Ii I II II I I �I�III
II
I
\ \� lRF \ l\ 8.1 I \ LOT 2
B-1 ZONING \ i \ \ I LOT 1 m I i I II I I III Z
vvv P CH /� I I I II IIIw
+ II \\ o 0 / I I I I I I I IIII 1
0 2 1-STORY FRAME 1-STORY FRAME I I I a
\ \ --- m _/1 RESIDENCE I I RESIDENCE I I I l a 1
684 NO. 1115 I OSSIBLEE GAS PNO. 1121 v COVERED I I
I \ m0 I l�INE THIS AREA PORCH II I I I III
W
I I
�1 F � II I I I
T\\\\ FFE=687.3' m\ I I I T I I I I I
1
5' I\ Z I I I I I 'i'I I
28.4' I l \ 27.9' FFE-689.1' \ I I I I I IIII
m
I I \ m1
ALL TIME FACTORS, INC N_ m \ \ 23 I l \ COVERED I
PID Jr 08109912 o v m 686 - _ \ \ \ COVERED I / \ PORCH o I II
BLOCK 4 SECTION 2 _ \ PORCH I I I I I
MB 151-43 mm I / l MlT OF TEMPORARY CONSTRUCTION
USE -
ZONED: ED: 8-1 o v o o II CONCRETE DRIVE \ \ \ \ \ \ / / C \ / / EASEMENT DB 23553-310
° o o
(HATCAN H T SIDEWALK EASEMENT I P I
DB 7336t 129 I �4 I I III
\ \ / CONC. 68� - - / I I 1 I I II GRATE=688.6'
! - - - w� STEPS CONCRETE 4 I I I, I ELLIP. IN=684.1'
DRIVE i I I I \f I I III ELLIP. OUT=683.8'
SIDEWALK & UTILITY EASEMENT
(DB 23928-167) - - _ 669 CONC. I I I 1 I III
I \\ F2 - o WALK I N.C. GRID COORDINATES
L N: 543, 350.07' \ I III
o E. 1,456,12765 ' \
\ \ - \ I I I I I Z. 688.81 '
-_'(DE ALK & UTILITY EASEMENT (D 23553-510)
IRS
__
/ 1 _ S43'40'46"W-75.00 D IRS • S43\40'46"W-75.00' - lR
o I \
m R1M=689.6'
\ 15" 1N=684.3'
/ 18" 1N=681.3' \ CONCRETE ELLIP. 1N=684.4'
24" OUT678.4' SIDEWALK
77w:
N 15" 1N=684.4'
ELLIP. OUT=684.3'
F eER-oP nc ON m -
O ---ohe----ohe- -ohe----ohe- ---oht \\\
O I \
CURB CUT _I - -\
- \ -- BACOFCURB CURB CUT
---- - --____---
--------------- --w £I R.C.P.K
- - - - - - - - --------- - 15" - ----
-------- ------- ---
- ------------------- - - - - - - - - - - - w----w--6' -----w----w----w ---w �--II _
I\- 15"\ R.C-.P.w----w---w----w--o O\-W � _--w----w----w----
--
--
/ lw----w---w----w----w-
w----w---- w--APPRXIMATE__ _
\ \ \ LOCATION OF GRATE=688.8' I� - 6 I I O� - SS - - SS� - - Ss -ems
\ I \ EXISTING ELM 18" 1N=682.0' - - - - APPROXIMATE Z
\ I I - - LOCATION OF GRATE=688.2"
18" OUT=682.2' GRATE=688.6'
RIM=688.9" y 'c
I A - EXISTING ELM 15" OUT=685.1' SE INVERT 1N=683.3' I I ++ l
\ 69
I \ n 1 I NE INVERT 1N=682.6' I I 15" OUT=685.4'
7 I I INVERT OUT=682.4'co I l a
1 I I SEIGLE AVENUE I I
50' PUBLIC R/W I I v
/�1 1 CDOT MAINTAINED 1�1 CDOT MAINTAINEDCI I1
BEFORE YOU DIGI
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
71�j
GRAPHIC SCALE
10 0 5 10 20
1 INCH = 10 FEET
U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
u rbandesign partners.
com
nc firm no: P-0418
sc coa no: C-03044
FOR
REFERENCE
ONLY
^L
W
U
U
0
j N
J
o °N°
J
z
a)\V
'0'^
vJ
Q
m o
O
Cz
00 T
U
=
�0
LO
r
U)U-)
O
O�
N
}+
Z
J
C
0
O
�
U)
V /
C
v5
Cl)
T_
W
T
T
Project No: 19-133
Date: 09.30.2020
Designed by: UDP
Drawn By: UDP
Sheet No:
C-200

ANNA MILLAR
PID # 08109909
BLOCK 4 SECTION 2
MB 151-43
ZONED: R-5
USE: SINGLE FAMILY
RESIDENTIAL
- J - -
ERIN T THOMAS AND
SCOTT BOULET
PID #• 08109910
BLOCK 4 SECTION 2
MB 151-43
ZONED: R-5
USE. SINGLE FAMILY
RESIDENTIAL
/
I
I
I
10' BUFFER ZONE
FROM TOP OF BANK
I
I
/
EXTERIOR CONCRETE EGRESS
RAMP
WITH HANDRAILS
(REF. ARCH)
/
a
/
a
3.7'
a
MILDRED M DIAGO%ND_
_
ELLORENZO DIAGO
PID # 08109911
BLOCK 4 SECTION 2
MB 151-43
ZONED: R-5
41
USE: SINGLE FAMILY
RESIDENTIAL
Z
❑
10.Oj
o
o
�
I,
LIMITS OF hMF9RARY
CONSTRUCTIO
EASEMENT
DB 239
-
67
R-5 ZONING /
B-1 ZONING
I
EXIST. WALL \
TO REMAIN \\
z \
ALLTIME FACTORS, INC ti
PID #- 08709912
Z"'_ 30' PCCO BUFFER
PROP. PLATFORM RAMP
(REF. ARCH)
LIMITS OF TEMPORARY
CONSTRUCTION EASEMENT
PROP. 6" STAIRS WITH
HANDRAILS
(REF. ARCH)
BLOCK 4 SECTION 2
MB 751-43
ZONED. B-1
USE: COMMERCIAL
o �
o I
PROP. BACKFLOW
PREVENTER LOCATION I II
(REF. C-6.0)
II \
SIDEWALK & UTILITY EASEMENT I I
(DB 23928-167) 4.2'
-_--- - - - 5 - - -
0
S43°40'46 "W-75.00'
16' SETBACK FROM
BACK OF CURB
EXIST. CONCRETE
SIDEWALK TO REMAIN
26.2'
THOMAS ELI BOONE AND
DANELLE KINZENBAW BOONE
PID # 08109915
BLOCK 4 SECTION 2
MB 151-43
ZONED: R-5
USE: SINGLE FAMILY
RESIDENTIAL
N43'33'22"E-150.27' - - -
PROP. PLATFORM RAMP
(REF. ARCH)
II Illlrlllll
I
I
I
I I
FF
I
I
PROP. BUILDING
4 FLOORS
(f48,371 SF) I
I I
LE
I I
I I
I
a 4
a
EGRESS STAIR 20' REAR YARD
(REF. ARCH)
O
�i
PROP. REMOVABLE STAIRS
WITH HANDRAILS
(REF. ARCH)
PROP. 16 SETBACK FROM BACK OF CURB
PROP. 2' SIDEWALK UTILITY EASEMENT
PROP. PERPENDICULAR RAMP, TYP.
(CLDSM 10.31A)
PROP. REMOVABLE STAIRS
WITH HANDRAILS
(REF. ARCH)
II �
II I
II I
II I
II
_T I
a �
I
I PROP. SIDEWALK
I ° TRANSITION
144'R(CLDSM: 10.23)
Ia PROP. STANDARD CURB & GUTTER
MATCH EXISTING
i
(CLDSM: 10.17A)
I/ ti
a m
50' III o
rn 4
I 1 II
I
I I 25.0'
I�
7'
I I
I
PROP. ACCESSIBLE
ON -STREET
PARALLEL PARKING & SIGN
rI (CLDSM:50.09D & 50.10A)
II I
I Q a�g8
� m
4 I
8.5'
� O
O --�
7. 0'
2 -I Cn
0 > 00 =
a 3
rmznC/)
M���7
I Imo-
�zm
m m
I I
I II
I
I
I
I I
I II
J PROP.
ON -STREET
60' PROP. RIGHT-OF-WAY i I �a PARKING
PARALLEL
I
(CLDSM: )
I
I
EX. RIGHT-OF-WAY I -
i
PROP. 2' SIDEWALK UTILITY I 1 as
EASEMENT
I I�
o
° a
p5C
PROP. 8' CONCRETE SIDEWALK 4' MIN. 8' LANDSCAPE STRIP
(CLDSM: 10.22) I (WIDTH VARIES)
I
8.0' 8. 0' 7'R PROP. STANDARD CURB & GUTTER
MATCH EXISTING
(CLDSM: 10.17A)
IPERMANENT SIDEWALK EASEMENT
(HATCHED 733129 AREA)
DBI I
I PROP. FDC PROP. SHORT-TERM /
BIKE RACK
(CLDSM: 50.20)
a
a \
a a a o
- - - i
o a ---
SIDEWALK & U LITY EASEMENT (DB 3553 a
a - "7: r` LI a
- � - -- - - - -
PROP. ELEVATED s43.40'4667W 75.00' O as
CONCRETE STOOP a a a
(REF. ARCH) Z ° 00
a
Z
0
00
_ 1'R1 ' R'*_�
EXIST. DROP CURB
PROP. DROP CURBP PROP. STANDARD CURB & GUTTER PROP. 8' CONCRETE EXIST. LIGHT
MATCH EXISTING SIDEWALK POLE TO REMAIN
EXIST. COMMERCIAL DROP CURB EXIST. CURB & (CLDSM: 10.17A) (CLDSM: 10.22)
TYPE II DRIVEWAY TO REMAIN GUTTER TO REMAIN PROP. WATER MIN. 8' LANDSCAPE EXIST. FIRE HYDRANT
(CLDSM: 10.256) METER LOCATION STRIP TO REMAIN
(REF. C-6.0)
SEIGLE AVENUE
50' PUBLIC R/W
CDOT MAINTAINED
25 MPH SPEED LIMIT
I
II
N
I
10'X10'
II
TRIAN
SIGHT
TRIANGLE
\
I II
1'R
I�
N
PROP. DIRECTIONAL
CURB RAMP
(CLDSM: 10.40A)
PROP. 1.5'
MILL & OVERLAY (TYP.)
DEVELOPMENT SUMMARY
TAX PARCEL ID #:
081-099-13, 081-099-14,
081-099-21
TOTAL SITE AREA:
0.52 AC (22,553 SF)
EXISTING ZONING:
MUDD(CD)
REZONING NUMBER:
2019-008
PROPOSED FAR:
1.95
DWELLINGS UNITS PER ACRE:
55 DUA
SETBACKS:
FRONT:
SEIGLE AVE:
16' FROM B.O.C.
E 15TH ST:
16' FROM B.O.C.
SIDE:
0' & 10' BLDG SEPARATION
REAR:
20' (PER RZ)
MAX. BUILDING HEIGHT:
44' (PER RZ)
PROPOSED BUILDING HEIGHT:
44' (4 FLOORS) (REF ARCH SHEETS A201 & A202
FOR MORE INFORMATION)
PROPOSED USE:
MULTI -FAMILY DWELLING UNITS FOR RENT
(28 UNITS: (5) 1 BDRM, (15) 2 BDRM, (8) 3 BDRM)
BUILDING GFA:
48,371 SF
VEHICULAR PARKING:
REQUIRED:
51 SPACES
2 STALLS/ 3 BDRM UNIT = 16 SPACES
1 STALL + 1 STACKER/ 2 BDRM UNIT = 30 SPACES
1 STALL/ 1 BDRM UNIT = 5 SPACES
PROPOSED: 51 SPACES
(48 UNDERGROUND & 3 ON -STREET)
BICYCLE PARKING:
REQUIRED:
LONG-TERM:
N/A
SHORT-TERM:
2 SPACES (1/20 UNITS)
PROPOSED
LONG-TERM:
N/A
SHORT-TERM:
2 SPACES (1 RACK)
TREE SAVE:
REQUIRED:
3,383 SF PRESERVED (15%)
OR 4,382 SF REPLANTED (19%)
PROPOSED:
4,577 SF
SEE SHEET C-3.1 FOR LOCATION AND CALCULATIONS
OPEN SPACE:
REQUIRED:
150 SF (22,533 SF/150 SF PER
REZONING)
PROPOSED:
1,002 SF
SEE SHEET C-3.1 FOR LOCATION AND CALCULATIONS
NATURAL AREA:
REQUIRED:
N/A
DUMPSTER & RECYCLE:
REQUIRED:
(1) 8 CY DUMPSTER
(1/30 UNITS)
(1) RECYCLING STATION
(144 SF)
PROPOSED:
(1) 8 CY DUMPSTER &
(1) 144 SF RECYCLING
STATION (REF. ARCH)
NOTES:
U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
urbandesig n partners.
com
nc firm no: P-0418
sc coa no: C-03044
000000000000000
0000� ,�N °CAIQO �0000
:`gym
ty{^/�oo 00
OO�n CI•�Op000000° OOpO
A .1
�w000000��
09/30/2020
i
U
U
0
j N
J
o �
J
0
a)
�V
'0'^
LO
o
O
cz
co
T
LO
r
Ln
O
N
00
N
Z
O
O
i
U
6
>
Q
n�
li
W
W
Cl)
r}n+
V J
N
z
O
L
w
0I
ui
Q
0
z
Project No: 19-133
Date: 09.30.2020
Ur!,Ol4o:
Designed by: UDP
�Drawn By: UDP
a
Sheet No:
BEFORE YOU DIGI GRAPHIC SCALE
CALL 811 OR 1-800-632-4949 10 0 5 10 20
N.C. ONE -CALL CENTER
IT'S THE LAW1 1 INCH = 10 FEET C-300
1. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY:
A.G. ZOUTEWELLE
1418 EAST FIFTH STREET
CHARLOTTE, NC 28204
[phone]
2. SEE ARCHITECTURAL PLANS FOR BUILDING FOOTPRINT DIMENSIONS
PREPARED BY:
CLUCK DESIGN COLLABORATIVE
1530 ELIZABETH AVE, SUITE 200
CHARLOTTE, NC 28204
[phone]
3. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY
POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE
RELOCATED AT THE EXPENSE OF THE APPLICANT.
4. ALL DEVELOPMENT CREATING A TOTAL 20,000 SQUARE FEET OF
IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM
DRAINAGE DETENTION.
5. TREES WITHIN THE STREET RIGHT-OF-WAY ARE PROTECTED BY LAW.
PERMIT REQUIRED FOR REMOVAL BY CITY OF CHARLOTTE LANDSCAPE
MANAGEMENT AT 704-336-4262. ALL TREES OVER 8-INCHES IN
DIAMETER (4.5-FT ABOVE GROUND) IN SETBACK AREA ARE PROTECTED
BY LAW. PERMIT REQUIRED FOR REMOVAL BY CITY ENGINEERING AT
704-336-6692.
6. TRASH SERVICE FOR THE SITE WILL BE CONTRACTED THROUGH A PRIVATE
COLLECTION COMPANY. COORDINATION FOR SERVICE IS THE
RESPONSIBILITY OF THE APPLICANT.
7. DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE
NOTED. CURB RADII SHALL MEASURE 5' AT FACE OF CURB UNLESS
OTHERWISE NOTED.
8. LOCATIONS OF SITE LIGHTING ARE APPROXIMATE. THE FINAL NUMBER
AND LOCATIONS OF LIGHTS SHALL BE DETERMINED BY THE OWNER AND
DUKE ENERGY.
9. ALL UTILITIES WILL BE UNDERGROUND.

ANNA MILLAR
PID # 08109909
BLOCK 4 SECTION
MB 151-43
ZONED: R-5
USE: SINGLE FAMIL )
RESIDENTIAL
DENUDED LIMITS
I
ERIN T THOMAS AND
I
SCOTT BOULET
PID #• 08109910
m
BLOCK 4 SECTION 2
MB 151-43
ZONED: R-5
USE. SINGLE FAMILY
RESIDENTIAL
MILDRED M D1AG0__AND_
_
ELLORENZO DIAGO —
— 2
PID # 08109911
BLOCK 4 SECTION 2
MB 151-43
n
ZONED: R-5
USE: SINGLE FAMILY
RESIDENTIAL
2
m
2
m
R-5 ZONING
B-1 ZONING
ALLTIME FACTORS, INC
PID # 08109912
BLOCK 4 SECTION 2
MB 151-43
ZONED: B-1
USE: COMMERCIAL
SIDEWALK & UTILITY EAS
(DB 2392�
DDCCCD\/Cr1 00!'10 TDCC CA\/C ADCA D.
------ - - - - --
■■■.■■.■■.■■.■■..-
SEIGLE AVENUE
50' PUBLIC R/W
CDOT MAINTAINED
25 MPH SPEED LIMIT
F
■
■
■
■
■
■
■
■
■
■
■
W
m
O
■
= � Cn
■
CA � C
■
■
�DCo =
m
m-�In—�I
a
m
■ ■
_zo�M
rl■ r
■ ■ ■ ■
■ ■ ■ ■ ■ ■ 16
■
■
INNEENNEENNEENEr
VENT SIDEWALK EASEMENT
IED AREA)
36-129
O
I II
I II
I II
I II
II
I II
I II
I II
I II
I II
I I
I�I
I II
I II
I II
I II
I II
I II
I II
I II
I II
I II
I �I
0
OPEN SPACE LEGEND
COMMON OPEN SPACE
1,002 SF = 4.4%
TREE SAVE AREA
PRESERVED = 995 SF = 4.4%
REPLANTED = 3,585 SF = 15.9%
TOTAL = 4,580 SF = 20.3%
IMPERVIOUS = 667 SF = 14.6%
NATURAL AREA
PRESERVED = 995 SF = 4.4%
REVEGETATED = 1,295 SF = 5.7%
TOTAL = 2,290 SF = 10.1 %
CALCULATIONS
TOTAL SITE AREA = .52 AC (22,553 SF)
COMMON OPEN SPACE
REQUIRED = 150 SF (22,533 SF/150 SF/ PER RZ)
TREE SAVE AREA
REQUIRED = 15% SITE AREA, 150% AREA OF TREE
SAVE NOT PRESERVED
22,553*15% = 3,383 SF
PRESERVED = 995 SF
3,383-995 = 2,388*1.5 = 3,582 SF
ADDITIONAL TREE SAVE REQUIRED
TOTAL REQUIRED = 995 + 3,582= 4,577 SF
NO MORE THAN 25% OF IMPERVIOUS AREA
ALLOWED WITHIN TREE SAVE AREA
4,577*25% = 1,144 SF OF IMPERVIOUS ALLOWED
NATURAL AREA
REQUIRED = 10% SITE AREA
22,553*10% = 2,255 SF
BEFORE YOU DIOI
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
(71
GRAPHIC SCALE
10 0 5 10 20
U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
u rbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
000000000000000
0000� ,�N oCAIQO �0000
�40_000000%
09/30/2020
N
U
U
0
j N
J
o �
J
z
O
Q)
(�
(n
L
0
O
(z
° c�
+=J
LO
r
0
00
CV
U
znL1'
W
8
U�
�0
�U
6
Cl)
Q
a�
)
QT_
OT_
Project No: 19-133
Date: 09.30.2020
Designed by: UDP
Drawn By: UDP
Sheet No:
C-3ml
1 INCH = 10 FEET

ti
f
0
THOMAS ELI BOONE AND
DANELLE KINZENBAW BOONE
ANNA MILLAR BID # 08109915
: 08109909 BLOCK 4 SECTION 2
FID #
BLOCK 4 SECTION 2
ME 151- 43 ZOO 151- ZONED: R-ZONED: R-5 USE: SINGLE FAMILY
RESIDENTIAL ■
USE: SINGLE FAMILY 10' BUFFER •
RESIDENTIAL ZONE FROM ■
now -
TO
■■.P OF BANK •
N43 °33'22 "E-150. 27'
■■w■w■ II■11■■■■ ♦ l
■www■■■■■■■■■■•■■■■■■son ■■■■■■■■■ SEE wwwMEMO
■
I I
III � T 679 ■■■www■■■w■■■■■w■■■
I
• 680� 6$�� I /
z i ro I
g *SEMME■
- - - - - - - - - - - a
ERIN T THOMAS AND o / °
SCOTT BOULET NI p °
PID #: 08109910 ■ ■ ■ ■ D
BLOCK 4 SECTION 2
ME 151-43 / 0
ZONED. R-5 / 1
USE. SINGLE FAMILY
RESIDENTIAL
) 6_>9
f
■
DRED M DIAGo
ELLORENZO DIAGO
_
PID #: 08109911
'LOCK 4 SECTION 2
ME 151-45
ZONED: R-5
SE. SINGLE FAMILY
RESIDEN TIAL
z
o■
N�
�i
R-5 ZONING
B-1 ZONING
-
1
EXIST. 24" RCP TO
rl
REMAIN
VERTICAL CURVES SHALL BE ■
USED AT EACH SLOPE
TRANSITION, TYP.
ALLTIME FACTORS, INC
PID # 08109912
BLOCK 4 SECTION 2
ME 151-43
ZONED. B-1
USE. COMMERCIAL
r
GRADE BREAK: 689.64
a
°
M9
IF ANY DISCREPANCY IN ELEVATION, AS NOTED ON THE
GRADING PLAN, OCCURS ON SITE DURING CONSTRUCTION THE
GENERAL CONTRACTOR IS TO CONTACT THE LANDSCAPE
ARCHITECT AND CIVIL ENGINEER IMMEDIATELY.
I
it
I
rn I III+ SE 24"-30'
I NE 24"-30" -
24"-3n" n1/7=r
\ �I
I I\ I
I �-
I . ■ ■
I I I I I �I to
I� I
II I ■
I ■
■
11 T ■
I I I I
I
BOTTOM OF RAMP I ■
GARAGE FFE: 678.37
■
o ■
i oo ■
I I � ■
Q ■ W
i ■ CYI n
m
° oo-
_ -I T
C,)_c-�
- T - - - 9F - - -
--a-=-rrTM=
�
r T
� \T
■ S43°40' 75.00,
■
■■ ■ ■ a- PROP. 15' STORM
EASEMENT
■
■
■
■
■
■
■
■
■
■
y■■■■■■■■■■■■■■■■■■■■■■■■■.■■■■■■■
-GRADE BREAK: 678.97
I ■
-0 D 00 2
°
�0� o
PROPOSED
a I
�- ■
C �
z m ��
BUILDING
■
m m I
i\\ :.■■■■
W40700■�■■:
II II
FFE692.87
ii
rn�
I
a
■ II it
1(0
I
■
I I
I I
I°
I
I I
I
-GRADE BREAK: 680.37
I :■■■■■■■■■■■■�■■�
ilk Ill
-PROP. TRENCH
I
I I ■
I I II
DRAIN
I
I ti I
I III
I
GRADE BREAK: 682.57
FG: 692.85
II
I
I I
I
GRADE BREAK: 685.24
ZAI
I
I I
I
I I
I
I:
I I III,
FG: 692.74
I
I I
I ■
I I Its
GRADE BREAK: 687.44
I
I
i I I II
I0
I
I I ■
!I
GRADE BREAK: 688.84
FG:691.53 FG:691.15
i
I I a�
,I
I ��
� I
I III IIII
TS:6.
I
GRADE BREAK: 689.44
BS: 6819.78
I
I
I I
a.;I ■
69 0
FG: 690.02
I
�I
IIII I
GRATE=688.6'
ELLIP. IN=684.1'
I
T I
I III ELLIP. OUT=683.8'
I
/I I
/
on own.
I I III
-
�FG:689.80-
°689.67
FG:
S43'40'46, 75.00'
AW\
EX RIM: 689.60 <
TC: 689.02
�' °
o0 0
■ �\� RIM=688.9'
689 S 1 ■ 5" I
BC: 688.52 J a ""�" ■ \\I \\ ELLIP. 1N=684.3'
N=684.4'
" ■ N I \\ N 15" 1N=684.4'
� � T ELLIP. OUT=684.3'
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■: - - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ L :■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ IN7W■ ■ ■ ■ ma
I I \ \\
- ohe hR- - - - ohe - ohl; Tom\
■ ■ ■ ■ • - -ohe- -
■ ■ ■ ■ - - - - - - - ■ - - - - - ♦ - -
- - ---
-
■ ■ ■ ■♦R. C. P. \
r
■ i■■■■■■■■■■■■■■■■■■■■■■■■a ■ ��� I I /
■ ■-w----w----w--�w- �■-■n■-a■u■-■■LR,■■�■■■ Is■ ■ ■ ■ ■ ■ SIMMONS I - f \
- ss- - - - - ss -/- - - f - ss
6 " `o
GRA TE= 688.2'
15" our=685.1'
DENUDED LIMITS
(0.60 ACRES) I I a /
SEIGLE AVENUE
I I
50' PUBLIC R/W I I
CDOT MAINTAINED I I rn
25 MPH SPEED LIMIT I I
- - - - - - - -� - - - 15 R.G.P.- _ _ _ _ - - - * � D
----- -v - -T -
I���------- _=----TT-T
PCSO SUMMARY
Original Parcel ID Number(s):
081-099-13, 081-099-14, 081-099-21
Development Type:
Multi -Family
Subject to PCCO? Y/N
No
If NO, why?
Below BUA/Disturbance Thresholds
Watershed:
Central Catawba
Disturbed Area (ac):
0.60
Site Area (ac):
0.52
DA#1
DA#2
Total on -site Drainage Area (ac):
0.52
Existing Built -upon -area (SF):
13,188 sf (0.30 ac)
Existing BUA to be removed (SF):
13,188 sf
Existing BUA to remain (SF):
0 sf
Proposed New BUA (SF):
17,248 sf (0.40 ac)
Proposed % BUA:
76.48%
Density (High / Low)
High
Total Post -Project BUA for site:
0.35 ac (67%)
Development or Redevelopment?
Redevelopment
Natural Area Required (ac):
0.052 ac (2,255 sf)
Natural Area provided, total (ac):
0.055 ac (2,380 sf)
Undisturbed Treed Natural Area Preserved (ac):
N/A
Total stream buffer protected on -site (ac):
0.05 ac
Transit Station Area? Y/N
No
Distressed Business District? Y/N
Yes
Mitigation Type (if applicable)
Payment in -lieu
Natural Area mitigation? Y/N
No
Buffer Mitigation? Y/N
Yes
Total Phosphorous Mitigation? Y/N
No
GRADING AND STORM DRAINAGE NOTES:
1. ON -SITE BURIAL PITS REQUIRE A PERMIT.
2. ANY GRADING DONE BEYOND THE DENUDED LIMITS INDICATED ON THE
CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE.
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
IS A VIOLATION AND IS SUBJECT TO A FINE.
4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED
WITH INSPECTOR.
5. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED.
6. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO GRADE
ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING,
PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE AFFECTED PROPERTY
OWNERS.
7. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A
MINIMUM OF 0.5% SLOPE ON THE CURB.
8. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT OF
WAY IF DEEMED NECESSARY BY THE INSPECTOR.
9. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK OR BACKWASH
CHANNEL IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS
ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS.
10. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY
DISTRICT FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY
LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS.
11. THE LOCAL ENGINEERING DEPARTMENT HAS NOT REVIEW AND DOES NOT ASSUME
RESPONSIBILITY FOR THE STRUCTURAL STABILITY OF ANY EXISTING OR PROPOSED
RETAINING WALLS ON THE SITE.
12. NON-STANDARD ITEMS (I.E.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT
OF WAY REQUIRE A LOCAL OR STATE ENCROACHMENT AGREEMENT PRIOR TO
INSTALLATION.
13. ALL "CLDSM" NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT
STANDARDS MANUAL.
14. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE
AWAY FROM BUILDINGS) AT A MINIMUM OF 2%.
15. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
16. STABILIZE ALL SLOPES GREATER THAN 3:1 WITH JUTE MESH.
17. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK WHICH MUST BE
VERIFIED BY THE CONTRACTOR PRIOR TO STARTING CONSTRUCTION.
18. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. REFER TO
PAVEMENT CROSS-SECTION DATA TO ESTABLISH CORRECT SUB -BASE, AGGREGATE
BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
19. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING
CONTOURS.
BEFORE YOU DIOI
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
C
a
GRAPHIC SCALE
10 0 5 10 20
U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
urbandesignpartners.
com
nc firm no: P-0418
sc coa no: C-03044
CIE
27800
If
'''�L/IIIIDII111\\``\
09/30/2020
L
U
U
0
N
j N
J
o N
J
>, 0
O
z
(�
�
a'� '
o
O
M
00 T
0
a.
Mi�=j
LO
L
Lr)
O
N
00
N
�
U
Z
O
�
O
rn�
�./
W
U
�
�Q
N
O
Q)
(1)
i
V
r
T_
z
0
W
m
W
Q
b
z
Project No: 19-133
Date: 09.30.2020
Designed by: UDP
Drawn By: UDP
Sheet No:
C-400
INCH = 10 FEET

FIRE HYDRANT TEST
HYDRANT LOCATION:
HYDRANT NUMBER:
TEST RESULTS:
DATE PERFORMED:
TIME:
STATIC PRESSURE:
RESIDUAL PRESSURE:
RESIDUAL FLOW:
FLOW @ 20 PSI:
VICINITY MAP 1
UTILITY NOTES:
1. 3" DOMESTIC WATER METERS TO BE INSTALLED BY CLT WATER. 6" FIRE
LINE WITH DETECTOR METER ASSEMBLY TO BE INSTALLED BY CLT WATER.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR
INSTALLATION. REFER TO DETAIL "I" & "E" ON SHEET C-8.3 FOR
ADDITIONAL INFORMATION.
2. 6" FIRE & 3" DOMESTIC REDUCED PRESSURE PRINCIPLE BACKFLOW
PREVENTION ASSEMBLY AS APPROVED BY CLT WATER AND INSTALLED BY
CONTRACTOR DURING CONSTRUCTION. ASSEMBLY TO BE INSTALLED ABOVE
GROUND WITHIN INSULATED ENCLOSURE PER CLT WATER REQUIREMENTS.
NO PERMANENT INSULATION MAY BE INSTALLED ON THE FIRE ASSEMBLY
WHICH IS TO BE INSTALLED ABOVE GROUND WITHIN A HEATED ENCLOSURE
(MAINTAIN A MINIMUM OF 40' F). ENCLOSURE TO INCLUDE DRAIN PORT(S)
FOR DISCHARGE WATER PER CLT WATER REQUIREMENTS. ENCLOSURE TO
BE LOCATED OUT OF SETBACK. REFER TO DETAIL 2 ON SHEET C-8.3 FOR
ADDITIONAL INFORMATION.
3. ALL WATER MAINS 6" AND LARGER SHALL BE PVC IN ACCORDANCE WITH
AWWA C-900. THE PIPE SHALL BE PRESSURE CLASS 200 WITH SDR OF
14. DUCTILE IRON PIPE (NO PVC) TO BE USED WITHIN 5 FEET OF
BACKFLOW PREVENTION DEVICES.
4. MATERIAL AND WORKMANSHIP REQUIREMENTS TO BE IN ACCORDANCE WITH
THE CHARLOTTE WATER DEPARTMENT (CLT WATER) WATER AND SEWER
POLICIES, PROCEDURES, STANDARDS AND SPECIFICATIONS AS WELL AS THE
NORTH CAROLINA DEPT. OF ENVIRONMENT AND NATURAL RESOURCES. IF
THERE ARE ANY CONFLICTS BETWEEN THE REQUIREMENTS OF THESE
AGENCIES THE MORE STRINGENT SHALL APPLY. THE CONTRACTOR SHALL
COORDINATE THE PROPOSED WATER AND SEWER WORK WITH CLT WATER.
5. CONTRACTOR TO VERIFY EXISTING UTILITIES CONNECTION SIZE AND
ELEVATIONS PRIOR TO CONSTRUCTION OF ANY UTILITIES ON SITE.
CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
6. CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGS BASED ON PLUMBING
PLANS. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL PLUMBING
INFORMATION.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PRECISE
LOCATION OF THE FOLLOWING UTILITIES PRIOR TO BEGINNING CONSTRUCTION:
AT&T, BELL SOUTH, PIEDMONT NATURAL GAS, DUKE POWER, CABLE VISION.
CALL ULOCO 48 HOURS PRIOR TO COMMENCEMENT OF ANY WORK AT
1-800-632-4949. CALL CLT WATER @ 704-336-2564 FOR LOCATIONS OF
EXISTING WATER LINES AND 704-357-6064 FOR LOCATIONS OF EXISTING
SANITARY SEWER. CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED
EXCAVATION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING ALL PRIVATE
WATER AND SEWER LINES IN ACCORDANCE WITH CLT WATER STANDARDS.
THE CONTRACTOR SHALL FLUSH, DISINFECT, AND TEST ALL WATERLINES IN
ACCORDANCE WITH CLT WATER STANDARDS. ANY PORTION OF THE WATER
DISTRIBUTION OR SANITARY SEWER SYSTEMS WHICH DOES NOT MEET THE
STANDARDS SET FORTH BY CLT WATER SHALL BE REMEDIED AND RETESTED
AT THE CONTRACTOR'S EXPENSE.
9. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE OWNER'S
REPRESENTATIVE A MINIMUM OF 48 HOURS BEFORE THE CONSTRUCTION OF
WATER AND SEWER LINES TO ALLOW THE OWNER'S REPRESENTATIVE TO
PERIODICALLY BE ON -SITE DURING INSTALLATION. THE CONTRACTOR WILL
BE RESPONSIBLE FOR PROVIDING AS -BUILT DATA OF THE WATER AND
SEWER LINES TO THE OWNER UPON COMPLETION OF THE INSTALLATION.
10. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS
PIPING, HYDRANTS, FIRE DEPARTMENT CONNECTION POINTS, OR OTHER
WATER USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN
ANY WATER METER AND ITS CLT WATER REQUIRED BACKFLOW PREVENTION
DEVICE.
11. EACH CLT WATER REQUIRED BACKFLOW PREVENTION ASSEMBLY IS REQUIRED
TO BE TESTED BY A CLT WATER APPROVED CERTIFIED TESTER PRIOR TO
PLACING THE WATER SYSTEM IN SERVICE. CONTRACTOR IS RESPONSIBLE
FOR OBTAINING AN ENCROACHMENT AGREEMENT PERMIT TO CONSTRUCT
UTILITY CONNECTIONS.
12. CALL THE BACKFLOW CONSTRUCTION INSPECTOR TO RESOLVE ANY
PROBLEMS ENCOUNTERED IN THE FIELD. INSTALLING BACKFLOW PREVENTERS
IN A LOCATION AND/OR MANNER OTHER THAN THAT SPECIFIED ON THE
PLANS APPROVED BY CLT WATER REQUIRES APPROVAL FROM THE
INSPECTOR. OBTAIN SITE ASSISTANCE BY CALLING 704-391-5188.
13. OBTAIN APPROVAL OF BPA INSTALLATION BY CALLING 704-391-5188 TO
REQUEST INSPECTION. INSPECTION SERVICE WILL BE PROVIDED WITHIN THREE
WORKING DAYS FROM DATE OF REQUEST. APPROVAL BY THE BACKFLOW
INSPECTOR IS REQUIRED PRIOR TO ISSUANCE OF THE CERTIFICATE OF
OCCUPANCY.
14. VERIFY BACKFLOW PREVENTION ASSEMBLY INSTALLATION APPROVAL BY
CONTACTING INSPECTOR AT 704-391-5188. CORRECT ALL DEFICIENCIES
PER INSPECTOR'S INSTRUCTIONS AND OBTAIN REINSPECTION.
15. BASED ON THE BEST AVAILABLE INFORMATION TO THE DESIGNER, THE
BUILDING FIRE PROTECTION SYSTEMS ARE RATED AS A MODERATE HAZARD
AND A DOUBLE CHECK VALVE ASSEMBLY IS SPECIFIED FOR INSTALLATION.
IT WILL BE NECESSARY TO SUBSTITUTE A REDUCED PRESSURE PRINCIPLE
ASSEMBLY IF AT ANY TIME DURING DESIGN OR CONSTRUCTION THE
SYSTEMS ARE RATED AS A HIGH HAZARD.
16. TAMPER SWITCHES TO BE INSTALLED ON THE FIRE LINE BACKFLOW
PREVENTER. INSTALL 3/4" CONDUIT FROM FIRE LINE BACKFLOW VAULT TO
BUILDING ALARM SYSTEM INSIDE BUILDING. COORDINATE WITH ALARM
SYSTEM MANUFACTURER.
17. LOCATE FIRE DEPARTMENT CONNECTIONS (FDC) PER FIRE PROTECTION
PLANS (BY OTHERS) AND FIRE DEPARTMENT REQUIREMENTS. FDC IS TO BE
LOCATED WITHIN 200' OF A FIRE HYDRANT AND WITHIN 50' OF AN ACCESS
ROAD ON THE ADDRESS SIDE OF THE BUILDING.
18. ALL 4" SANITARY SEWER LATERALS SHALL HAVE MIN 2.0% SLOPE WITH
CLEANOUTS INSTALLED EVERY 100' OR AS PER THE NORTH CAROLINA
STATE PLUMBING CODE. LATERAL LOCATIONS ARE APPROXIMATE AND ARE
SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.
19. UTILITIES ARE NOT COVERED UNDER THIS DRIVEWAY PERMIT.
ENCROACHMENT AGREEMENT MUST BE OBTAINED PRIOR TO INSTALLATION
OF UTILITIES WITHIN NCDOT R/W.
1121 SEIGLE AVE
022006
3/12/2020
5:47
78 psi
70psi
3,976.03 gpm
3,388.20 gpm
BUILDING NOTES
BUILDING SIZE: 13,241 SF (48,371 SF TOTAL)
BUILDING TYPE: MULTI -FAMILY DWELLING UNITS
TYPE OF CONSTRUCTION: IA FOR PODIUM & VB ABOVE
BUILDINGS SPRINKLED? YES
13R
THOMAS ELI BOONE AND
DANELLE KINZENBAW BOONE £
NNA MILLAR PID #.- 08109975
A
PIDJJ MI LLA 09 BLOCK 4 SECTION 2
BLOCK 4 SECTION 2
MB 151- 43 ZOO 151-NED: R-USE: SINGLE FA
MILY
ZONED: R-5 ♦ ■
USE: SINGLE FAMILY RESIDENTIAL ■
F
RESIDENTIAL
■
■■■■■■ • •II ■"•■ ■w '
■ ■ ■.. ■ •"SUSSESS
DENUDED LIMITS
0.60 AC I /
I
I �♦ I / a I /
♦ I /
♦♦ ' it
♦ SENSE*
■■■■w - - - - - - - - - - _
z
a a a I/
a a
J ! ! F F
Z
11 III
II 4__ -
U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
1
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
■
I ■
I "
Ia ■ 1
■
In
I " �
■ I � II
I� ■
■
■ I I 1 ■
■ EXIST. 5/8" WATER METER
■ TO BE DISMANTLED
as £ :(METER #117626551) 1
I ■
I 1 ■
■
■
■
■
■
I I � I I ■
II ■
■
Sao
I� ■ w
II - a m
0 o '
PROP. 20'X1O'X9'D -I Cn
:J12 -O
OPEN CUT ■ Cn - C -4 1
D o0
2
I ■ MZ
■M ---I c �
I
PROP. SSCO-2 �- ; 0 D M
RIM: 688.73 I I - m m
m
I
■ I I INV. OUT: 682.25 � i ■ - p
I
(COORDINATE W/ PLUMBING PROP. BUILDING ONPLANOS) PROP. 6 PVC Pipe 1
29 LF @ 2.48%
F
\ I a I " PROP. SSMH-1 (DOGHOUSE MH)
■ RIM: 689.10
■ INV. IN: 681.53 (EXIST. 8")
i I I - EXIST. 5/8" WATER METER INV. IN: 681.33 (EXIST. 8")
+ Iz TO BE DISMANTLED INV. OUT: 681.33
Ms Ms M9 M9 M i I (METER #1015183053)
a
3W 3W 3W I ■
rn PROP. BUILDING CONNECTIONS
■ \ (COORDINATE W/ PLUMBING PLANS) I I a ■
� I I I ■
M Q
� � I � I 1
■ I ■
I I Da I ■
■
PROP. 6" WATER LINE
162 LF TAP TO BLDG rn \ I I ■
IC I i N I
I \ \ I
ALL TIME FACTORS, INC i I \ L. I ■
I II
PID # 08109912 , PROP 3" WATER LINE \ I I I I III
BLOCK 4 SECTION 2 3
MB 151-43 (163 L TAP TO BLDG)
USE ZONED: COMMERCIAL i• I I t I F y■ i■ ■■ I I III
PROP. 3" JA BACKFLOW I �I I III
PREVENTER (SE NOTE 2) I = I I I III
a • I I� I I I III
PROP. 6" RPPA BACKFLOW \ p
PREVENTER (SEE NOTE 2)
■
ti■■f
■
" EXIST. 5/8" WATER METER
TO BE DISMANTLED BE!■■■■■■■■■■■
" (METER #106110459) ■ ■ o
■ 0
■ O \ J
■
fl I II
PROP. FDC �I I III
o�� ■ 1
oo�o ■ I
FDA CLEAR a ° oo�o ■
DISTANCE AREA a oo0 ■
a a o
■ 1 I`
a ■
■
■ ■ • BEFORE YOU DIGI
■ - ohe - - - - - ohe - ohL ■
■ : ♦ CALL 811 OR 1-800-632-4949
■ - - _ _ ♦_ _ _ _ _ - L - N.C. ONE -CALL CENTER
■ / - - - - - - - - IT'S THE LAWI
--�w ■■■■■■■e■■■:■■■•�
I-I f-ss---f-ss-
PROP. 12'X6'X5'D EXIST. FIRE HYDRANT N
a
PROP. 6" FIRE SERVICE W/ OPEN CUT (#022006) 1
1" DETECTOR METER & I
6" DETECTOR CHECK PROP.
VALVE PING SEIGLE AVENUE 4 GRAPHIC SCALE
(SEE NOTE 1) PROP. 6"X6" TAPPING 50' PUBLIC R/W 1 10 0 5 10 20
SLEEVE & VALVE CDOT MAINTAINED
25 MPH SPEED LIMIT I I 1 INCH = 10 FEET
PROP. 90' BEND W/ THRUST
BLOCKING, TYP.
PROP. 3" DOMESTIC WATER
METER (SEE NOTE 1)
///
;'�o��•N'E s CASy
SE .. �.
89
09/30/2020
L
U
0
J
o00
C\1
J
,, U
O
z
D
N
L
p
O
(z
°r° c�
LO
T
LO
O
N
00
N
T
N
D T
Z
0
U)
w
cr
di
Q
0
0
Z
Project No: 19-133
Date: 09.30.2020
Designed by: UDP
Drawn By: UDP
Sheet No:
C-600

ANNA MILLAR
PID #: 08109909
BLOCK 4 SECTION 2
MB 151-43
ZONED. R-5
USE: SINGLE FAMILY
RESIDENTIAL
EXIST. HIGH HAZARD SILT
FENCE ALONG TOP OF BANK
(CLDSM: 30.06B)
I
ERIN T THOMAS AND
SCOTT BOULET
a
PID #: 08109910
m
BLOCK 4 SECTION 2
M8 151-43
�
ZONED: R-5
USE: SINGLE FAMILY
RESIDENTIAL
EXIST. SILT FENCES
OUTLET, TYP.
(CLDSM: 30.06C)
6p
I I
N,
II ,
MI EDRED M DIA
DI�GO
PID #: 08109911 I I
BLOCK 4 SECTION 2
MB 151-43 I /
ZONED. R-5
USE: SINGLE FAMILY
RESIDENTIAL
GRATE=679.1' I I O� ° ■
24" IN=675.1'
24" our=675.0' /
U
\ \ o
i
■
\ _ \ 683
R-5 ZONING \ \� lRF
B-1 ZONING \
ALL TIME FACTORS, INC
PID # 08109912
BLOCK 4 SECTION 2
MB 151-43
ZONED: 8-1
USE: COMMERCIAL
I
71
' _ ► ►fly
I I ►
II I II I I I
I I I I
N
EXIST. SILT FENCE I I I sus
THOMAS ELI BOONE AND ALONG DENUDED LIMITS
EXIST. GRAVEL DANELLE KINZENBAW BOONE (CLDSM: 30.06A) I I I I \
TO BE REMOVED BLOCK 4 SECTION
/ SECTI N I I I I
ON 2
MB 151- 43
(t4,850 SF) USE SINGLER MILY EXIST. ASPHALT + ■, I I II
RESIDENTIAL TO BE REMOVED f L I RIM =686.3' I
■ I INVERT IN=680.3'
(f 1, 080 SF) I I I / INVERT OUT=680.2'
' N43'33' 2"E-750.27' \ \ • IRF ♦♦♦ I ■ ■
71I-�1iu
6,8 \-��--_; ,__ �
S I III GRATE=686.3'
C/ \ ■■■■■ / •••■■• •w - I II I ■ II II sE24"-3o"lN=s s.s'
■■ O-- �g------9---9----g-- �' ■
\ - \ ■ ■ ■ s ■U o° 0° \ \ A y- - - 9- r er g- NE 24"-30" 1N=679.8'
_ e o 0 0 \ I EXIST. CURB CUT II III 24"-30" our=67�.6'
- 679 >. ■ .■■� ° o00000 0 0 0 ° TO BE REMOVED
III r ■■■■ O O O O O O \ \ � ASPHALT DRIVE _ I
II I ■■. s '� o O o0000 °°°oOOO°00000 ll -
j� -
�■ 000°oo0°O0 °o°°00000°°°°°°Ooo° \ I m ■
� • °0°00°0°00°° 0000 0° O o ° °0°O ° ° I
V ° 0 °Oo°0°0 00 0000°0 00 000000000°0°O°0 I \ �I ~
♦, ;, 000 ° ° ° 0 1 I II Ili / / I ♦ `l 00 ° ° 000000 0 0 0 00 0 0 O 000000 0 0 O O
0 0 O 000000 0 0 000 O o o O °0°0�
/ / I + 0 0o0o 0 O O O 0000009000O0 0 00o0000000 \ oD I I\ ° ICI ■
/ 1 O00°°0°O0' 00 ° O000
°00 0 0 00C 0 ° °0°°0°O00°�00 I
1 �� ♦ O o p °00 0 0 O 0 O o p0O000°0 O 00 p O O
♦ °,00000000 00°° ° O o 0000 0 0 ° o0 0 0 0 /ooO I 1 ° �.IL.*
�■■■■■M Q 000000 o ° OOOo00 0 0 0000°° O OOOOQo o
■ .. I o006000 O °o Oo0 O O °0 0 °Ooo°000 ° °O°°0° O °0°°0
r� 0 0 °°00°000 0000 00 '0°OCCOOOOOOo0oo000000000g00000
0 00
0 0 0 ° 0 0 ° O 0 0 0° 0 0 0 00 0 00
°0 00
o ® \\ = I
i O°°0°OCo°00°0 °O0°0° ° 0°0° °° O°00 ° 0 0 0/ 0 0 ti fd'�
O o °0 O O °O°O o 0 °o/°o O° 0000000 0°o°O°'
o -_ O o 0 O O °O00°°°° OOOOo0°0�000°0°0° °O°°0�00 °O° COVERED °
hoo
O o000 0 0 0000 ° 0 0 00 0 0 0 0°° O 00 0 0 0 00 0 1-STORY FRAME
°° O O O O O ° °° ° O O O O O O/O ° °O O° O O OO 0 ° RESIDENCE PORCH 24 o O 0 0 0 0° ° 00 0 00 0 0 0 00 ° 0 0 O0 00 NO.82o+ I EXIST. 5/8" WATER METER
° o° O O o0 0 O O oO O O o p0 0 0 0 °0 ° O O Oo 0 00 0o°0000000°°0000 00o0000 0 O000°0°o qboon°0°0 O0°0°O°o °0°0� EXIST. HOUSE, PORCHES, A
o p0ooQ000000°000°Oo 00000000
0000000 00000°Oo°o°000°°o°00oOOo0o°0o00Oo0c I TO BE DISMANTLED
0 0 0 ° b STAIRS &UTILITIES
° ° ° ° ° ° ° 0 ° o ° ° o 0000 TO BE REMOVED (METER #117626551)
00 00000 000 0 0 000 oo0000000.0000°�qq°.�QQ° g0o00°°°00000°O°°°°o°/ I I I I ' N'
o ° O o p o O 0 0 0 Oo O IQI'AIE ,t$ o0' °O°O0000°OOOOOOo°00 o°000°°° 00000000 000°00 000000 0 0 o 0 0 OoO0 0 0 0 0 0"■;0,0000000°00000000 O 000000000 00000000 0 O000OO 0 Oo00o0°0 000 / II to
Co o p p0o°° O o 0 °O°O O 0 O0 0 ° 0�0000 °° °000 0 ° °0°° ° f
I \
0° O 0 o O /0 0 0° 0000° °°° ° IN)) 0
0 0 000000 0 0 0 O 0 (3 OO 0 0 0 O o o O °�n_ O O ° n° O� O FFE=688.8'
0 00 0000 00 0 0 0 O 0000 ° 0 O O° °,
0 ooOO 0 0 oO0 000000° 0°0°o 0 O0°o°o°O °0, EXIST. OVERHEAD III
0 0 000000 000000 0 °0 o O 00°0°0 o °0°0°0 0 °o°o°o
0 00000000000 00000004 000010 00 000000°0 0 0 o ELECTRIC LINES & / °q ■ I I II
0 000° O o 0 0 00 0 0 0000 0 p 0000 0 O Oo°0°O°O 0° �@NC. ° 3
0 0 0 0 00000 0 000Oo 0 000000 0, 0 o0O0 0 0 o POLE TO BE REMOVED / EXIST. CONCRETE I :;
0 000°0000000000 00o00000 o000Oo00001 000>00°0000/0000�J0"0�00�0 0
0 000o 0 000000 0000000 000000 00000 O o 0000 o 00 00000000 0 0Oc 0 TO BE REMOVED I I° ■ I I IIII
O 0 0 0 0 00 0 00°0°0 0 °9'O0O ° °O°O°00° / ° % (f30 SF) j I/ ■ I >
0° 0000000°0000 00� " 00000000°0 0 0000000°0 080°°0°0000°0°°° 0 / ° I / ■ y \Ir 3
O O O 0 0 ° O CC�� O ° ° O Q O ° ° O O/ flfl 22 lPF I e j ■ I I I ` 0 0 O o o �'� O 3Cb O O O o 0 0 0 0 0 O 0 �o o N�.3'43'21 £ 75.09'
-°�0 O O�O�o 0 0� 0 u--�-�-0 ° 0 ((C 0�90 ��oo C� - - - - - - - ■ I -
° ° °O O 0 0 0 0 00000° ° 00000 ° 000 0 000000 °O°O°0°° ° °O°O O \ bd ohe--■ -ohe----ohe- ohe /
O 0 0 O 0 ° 0 0 0 0 ° O O ° o O 0 O 0 ° 0 O O 0 O 0 0 O O ° 22" oh ohe - e-f - ■
O o 0 O Oo°o 0000 0 000000 0 O0 0 140 Oo°0 0 O °O°o ° ° °00 °0 °C � 1 -oh ohe----ohe--- I /
O 000610 0 0 00 0 000000 0 OOOo°0 0 00 0 '0 0 -ohe ---ohe--- ---- I 1,4
O O O O O O O O ---ohe-
00�00°0°00°00°O°0°Oo°000 060O°°0°o°O°°°�COo°OC�p° � \ 20 � '
000°0°00°000°0000 0Ooo, 0 0O00000 000g�,Ooodo°°°0 i� EXIST. TREES II
0 0 0 O o o, 0 0 0 0 ° .0 000000 0 0 o O o O0� r 1 N
0 0 00 00 0 0 0 0600 0 0 ° °0 0 ° ° o TO BE REMOVED TYP. EXIST. ASPHALT 1 °° ■ I ate° I II
0°°o°O°00°°0°o°O° °o°o°O°°00000 0°0°�0°0 )
fl0-00 0o0°0°000 °0-0000 °0000000000°0°90, 9Q�O (QTY: 11 TO BE REMOVED
00 0 0000 0 Oo0o 0 00 �0 000000 0 00o 00 0
Oo°°0-0- 0 ° °0 0° °00000 ° °Q°� ° ° �°0�
EXIST. OVERHEAD'°°0° 0°0 0° 00000000�00 0°p°I� 000 00°0 000 o0
o ° ° ° ° ° °� 4 Yo o �0 0 0 ° °
)o OC o O O0o0 O O Oo ° O o 0 O O �j 0
D ELECTRIC LINES &� 0 0 O 0 d o° % 0°- 0 0 o 0 0
0 o p °Coo 0 O Oo0 O Oo 0 0 0 °0q0 O
POLE TO BE REMOVED ° °o° 0 °o O -0 ° °O ®J° 00 0 0 °0 0 0
D° U000000 0 0° O 0 °8b- 0 lb o �000° 000
0000000000 °0o00� 0/O00000° ° °0°0 o O OO°000 0
o O0°0 o O °0°O °0000°°°°°O�o°0/ ° °O° °°0°0°0900
Do D( 00 00O0 0o0 0000 00° 000Ooo00 00�0 0C)°0 O o00 O
° 0�000000000000000o0°o 0 �000900°0�Oo000 � 16" \ \
D 0` ° °
0 0 o O0°0°o o �'0°0°0° °0 °�°0°�0°0 c
0000o000 OOOoDo 0°0°0 0000°o°O0o°J A01
�y l 00 0 0 �5� 0 0 O o 0 O �i O0 0 A
°FIES Oo 000 O°0 00°0°o°O °0 00°o O0 < \ \
VEDJ °000000�000000°0°000�%°0° 0°0°0°00 �®
° 0 0°O 0 °°°OOo °OC °0°OoOo00 8"double
° 6g3 ° \` EXIST. CONCRETE /� \
D D L - - �° TO BE REMOVED 0
FFE=686.9' ° (f30 SF) °\
°
e I
° LOT 2 \
EXIST. HOUSE, PORCHES, I LOT I
° I 00STAIRS &UTILITIES
° TO BE REMOVED PORCH
1-STORY FRAME I
RESIDENCE
NO. 1115
� I i
PPETHIS
LE GAS
AREA
I
(t580 SF) / I EXIST. OVERHEAD
e F° ■ /
■ ° ° I I III ELECTRIC LINES TO
■ ul II BE REMOVED
d� �o�m II 111
I� ■°�° �0cq II I►►
ASPHALT DRIVE EXIST. CURB CUT I II ► I
/ TO BE REMOVED I I
�D�� II MI
/ II I
EXIST. CONCRETE
TO BE REMOVED /ate I °I I I N ■ 4 II GRATE=688.8'
/ I eELIPU 83(f80 SF) . 66s.1'
EXIST. HOUSE,
PORCHES & UTILITIES
TO BE REMOVED
1-STORY FRAME
RESIDENCE
NO. 1121
-a e - io 7
z v a m _\ EXIST. CONCRETE ° ° e
PROP. 18'X100' A ° DRIVES & SIDEWALK
\
CONSTRUCTION ENTRANCE TO BE REMOVED (f4 ) °EPs
CLDSM: 30.11 A 0 D \ ,330 SF CONCR rE °
( ) - ° ° ° EXIST. 5/8 WATER METER DRI
TO BE DISMANTLED
-° - °689° D D D ,° \ ���,ed (METER #106110459) °��K
EXIST. SEWER CLEANOUT $ e B
°
° -� TO BE REMOVED e e 8
D° IRS ° °
d ° °
° 5 q J4-I IRS a' tl F d ° \ 3`40'46"W-75.00' 4
D • ° ° d
NO■ME-^ e e e ° e e ° ° ° ° ° d
689.6' ° \ ° e e e eF1 ° d e d ° e e e ° e e ° e e ° e e ° e e ° e e ° e
■ lI =681a ° \ ° CONCREIt ° ° d ° d d - -
e
° 24r' OU,=67844' SIDEWALK ° a- ° ° ° °
■ I I e ° e d e 4 e \p e P e ° ° ° ° \ d
■ D° D° D° DoU ° d e e e e ° °
■
-- ---------- ■ CUR C D ° ■ \ ■ ■ BACK OF CURB ■
- - - - - - - - - - - - - -- - - - - - - - -� v- - - - -' - -� Cu UT
__ _ CURB C -
- - - - - - - - - - - - - - - - - - - - - - - - -� - - - ■
■ ■ - - - - - -
--w----w- w- w----w----w-- 6,-ytH tH rfH HV"■--F■■-■r," 4&." M-q,, aa�■ -a11ill w \,..,... W L- - -- ■ i■■■■■■■■■■■■ ■■■■■■■■■■■i
-1 ■ w w-r--w----w----w----w---w----w----w--- w----
1 EXIST. TREE m■o■ "'■o■oT w
4 TE= 688.8' I I -
1 TO REMAIN' IN=682.0' EXIST. CURB CUT
1 to JUT=682.2' A TO BE REMOVED EXIST. TREEc
TO REMAIN
PROP. CATCH BASIN I I DENUDED LIMITS
j INLET PROTECTION (0.60 ACRES) SEIGLE AVENUE
1 (CLDSM: 30.15) 50' PUBLIC R/W
1 I I CDOT MAINTAINED
1
3 I I 25 MPH SPEED LIMIT
1 I I 689
1 - 1 - - - - - - - - - - - - -
-_ _ _ _ _ _
---------__-_-_-_ -_-- - --
\ \ BACK OF CURB-------
GRATE=689.0' \
°� I ° I I I I ■
I � III
Jill
i I
e /e e l / Qe ■ I I I III
cONc. ° l I ■
II III
- � � °°I dl � I► Ilz
I
EXIST. 5/8" WATER METER I
!° I ° I TO BE DISMANTLED
• I ;(METER #1015183053)
CO VERED
PORCH ° f ° ■
IIII
■ N I I I
�I
1 °�Id� : I III IIII
F I II I
LI . l ..■ 1 � l � � I� I
I �I I 1 I III
I' I
►I I
I I I III
I I I I � I I III GRATE=688.6'
ELLIP. IN=684.1'
II I I III ELL/P. OUT=683.8'
° ■I TJ.�. GRID COORDINATES
\ e F I N: 43, 350.07'
I I I E:456,127.65' '
1° Z�88.81'
;
■ I I �\ RIM-688.9'
° ° I ■ T �� S 15" 1N-684.3'
d ° d ° ° ° d ■ I I \I ELLIP. IN=684.4'
\ N 15" IN=684.4'
° F ■ N \\ ELL/P. OUT=684.3'
d d d I •
°ohle - - --ohe -I---off - -- ohe- - - -ohL
■ °
- �� \ -
--- ----- -- D
- - - ♦ ♦ � I 15" R. C. P.
� ■� I I / w- ■■n■-aA■■��....■.■ C
SS---f-Ss-f--f 98. 2'
R/M= 688.9'
35. 1SE INVERT 1N=683.3' I I
NE INVERT 1N=682.6' I
PROP. CATCH BASIN INVERT OUT=682.4' I
INLET PROTECTION 4
/
(CLDSM: 30.15) I I I
I I�
I I�
I I I
I J
15" R.C.P.
EROSION CONTROL NOTES:
1. ALL "CLDSM" NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
2. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE NC
DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ).
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION AND IS
SUBJECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION AND IS SUBJECT TO A FINE.
5. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN
3:1 SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. ALL AREAS MUST BE
SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS. REFER TO EROSION CONTROL ORDINANCE
FOR ADDITIONAL REQUIREMENTS.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF NCDEQ.
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10 FEET
REQUIRE ADEQUATE TERRACING (CLDSM#30.16).
8. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNERS.
9. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM
ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
10. RETAINING WALLS DESIGNED FOR CRITICAL AREAS (I.E., ON PROPERTY LINES AND R/W) MAY
REQUIRE PE SEAL.
11. THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT HAS NOT REVIEWED THE STRUCTURAL
STABILITY OF ANY RETAINING WALLS ON THE SITE AND DOES NOT ASSUME RESPONSIBILITY FOR
THEM.
12. NON STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY
MUST HAVE AN ENCROACHMENT AGREEMENT (WITH THE CHARLOTTE DEPARTMENT OF
TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION) PRIOR TO INSTALLATION.
13. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN
SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE.
14. PERMANENT OUTLETS STRUCTURES SHALL REMAIN SEALED UNTIL SITE STABILIZATION IS
ACHIEVED.
15. COIR MESH BAFFLES IN SEDIMENT BASINS SHALL BE USED. SEE SECTION 6.65 OF THE NC
EROSION & SEDIMENT CONTROL DESIGN MANUAL FOR ADDITIONAL INFORMATION. MATERIAL SUCH
AS 700 G/M^2 EROSION CONTROL BLANKET OR EQUIVALENT SHOULD BE USED.
16. INDIVIDUAL LOT EROSION CONTROL MEASURES WILL BE REQUIRED FOR LOT CONSTRUCTION
(SILT FENCE, CONSTRUCTION ENTRANCE AND INLET PROTECTION).
DEMOLITION NOTES:
1. EXISTING INFORMATION ON THIS PLAN WAS TAKEN FROM A SURVEY PREPARED BY:
A.G. ZOUTEWELLE SURVEYORS
1418 EAST FIFTH STREET
CHARLOTTE, NC 28204
[phone]
2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS.
3. HOLD ON SITE PRE -CONSTRUCTION MEETING WITH CHARLOTTE LAND DEVELOPMENT EROSION
CONTROL INSPECTOR PRIOR TO ANY DEMOLITION.
4. SITE IS OCCUPIED BY EXISTING BUILDINGS, STORM LINES, PAVEMENT, POWER POLES AND
UTILITIES. IT IS CONTRACTORS RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES THAT MAY
HAVE UTILITIES ON THE SITE TO GET A DETERMINATION IF ANY UTILITIES EXIST THAT WILL BE
IMPACTED AND DETERMINE THE REQUIRED PROCEDURE FOR ABANDONMENT OF THE EXISTING
UTILITIES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND SEQUENCING OF DEMOLITION
OR RELOCATION OF UTILITIES WITH APPLICABLE UTILITY COMPANY.
6. CONTRACTOR TO REMOVE EXISTING STRUCTURES AS DIRECTED BY OWNER. CONTRACTOR TO
REMOVE STRUCTURES, FENCES, SHEDS AND MISC. DEBRIS.
7. ALL MATERIAL GENERATED BY THE DEMOLITION, CLEARING AND GRUBBING SHALL BE
HAULED FROM THE SITE BY THE CONTRACTOR IN ACCORDANCE WITH ALL THE
CHARLOTTE-MECKLENBURG HEALTH DEPARTMENT AND THE ENVIRONMENTAL PROTECTION
DEPARTMENT REGULATIONS AND ORDINANCES.
8. ALL AREAS WHERE PAVEMENT, BUILDING SLABS, FOUNDATIONS, UTILITIES, CONDUITS,
AND/OR UTILITY STRUCTURES HAVE BEEN REMOVED SHALL BE BACKFILLED WITH SELECT
BACKFILL MATERIAL. ALL SELECT BACKFILL MATERIAL SHALL BE PLACED AND COMPACTED PER
THE REQUIREMENTS OF THE SPECIFICATIONS AND THE ON -SITE GEOTECHNICAL ENGINEER.
9. ALL WORK WITHIN THE STREET RIGHT OF WAY SHALL BE IN CONFORMANCE WITH ALL
APPLICABLE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND CITY OF CHARLOTTE
DEPARTMENT OF TRANSPORTATION REQUIREMENTS.
10. CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN
EXISTING STREETS. THE CONTRACTOR SHALL PLACE AND MAINTAIN SIGNS, DANGER LIGHTS,
BARRICADES, AND FURNISH WATCHMEN OR FLAG MEN TO DIRECT TRAFFIC IN ACCORDANCE WITH
THE WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.).
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING MORE THAN 0.5" RAINFALL BUT IN NO CASE
LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND INLET PROTECTION DEVICES
WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS DENSE
VEGETATIVE COVER.
EROSION CONTROL LEGEND:
CONSTRUCTION ENTRANCE
........... DENUDED LIMIT
SILT FENCE
CATCH BASIN INLET PROTECTION
EM
-ohe
-t-
uge
ugt
w
- g-
0
STONE SILT FENCE OUTLET
PROPOSED STORM DRAINAGE BEFORE YOU DI431
EXISTING STORM DRAINAGE CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
EXISTING OVERHEAD ELECTRIC IT'S THE LAW1
EXISTING TELEPHONE
EXISTING UNDERGROUND ELECTRIC 71z,
EXISTING UNDERGROUND TELEPHONE
EXISTING WATER LINE
EXISTING GAS LINE GRAPHIC SCALE
10 0 5 10 20
EXISTING UTILITY POLE I MEMO MEMO MEMO MEMO
1 INCH = 10 FEET
U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
Q4z
CSEAL
- 90
4��"A,
G E.•
09/30/2020
i
N
U
U
J
O
O Cz
0
>N
o coN
U
a) z
N
o
00
T
0
1..1..E
.O
O
E
L0
06
T
ro
00
^
I.L
N
Z
0
0
O=
cz
U
U6
_
Q
■
� O(D
Q
a)
'
U)
O
T
W
r
z
0
U)
w
m
w
Q
0
O
z
Project No: 19-133
Date: 09.30.2020
Designed by: UDP
Drawn By: UDP
Sheet No:
C-700

ANNA MILLAR
PID #: 08109909
BLOCK 4 SECTION 2
MB 151-43
ZONED: R-5
USE. SINGLE FAMILY
RESIDENTIAL
ti
N
I
II I
I I
I
I
I
I
EXIST. SILT FENCE
I
8s I II
THOMAS ELI BOONE AND
ALONG DENUDED LIMITS
I I
\
DANELLE KINZENBAW BOONS
PID 08109915
(CLDSM: 30.06A)
I
#
BLOCK 4 SECTION 2
I
MB 151-43\I
I
\
1
ZONED: R-5
USE: SINGLE FAMILY
RESIDENTIAL
\i■_■ ■ ■ I
Ir I ^ \
I
I
II h
■
■
/
h IN
IRF I N „3 3" 2"E-150,27' IRF_ ♦♦ E TNTi
I I
� \ � ■� ■■ •■■■■I■■■■■■■w
I IC
■ ■
II I■•"■■ I I I I -
EXIST. HIGH HAZARD SILT I / /� v \ ' ; ♦ 680�
FENCE ALONG TOP OF BANK
(CLDSM: 30.06B)
z
ERIN T THOMAS AND
SCOTT BOULET
�I
PID #: 08109910
■ ■ r
BLOCK 4 SECTION 2
MB 151-43
ZONED: R-5
USE: SINGLE FAMILY
2
RESIDENTIAL
cTj
EXIST. SILT FENCE
OUTLET, TYP.
(CLDSM: 30.06C)
■
IRF
a ■
ti I C) �
MILDRED M DIAGO4N&- _
ELLORENZO DIAGO
PID #: 08109911
BLOCK 4 SECTION 2 ti
MB 151-43 I I Q
ZONED:R-5
USE: SINGLE FAMILY
RESIDENTIAL
GRATE=67.1' 5
24" OUT=675.0' \
\ \ / 6&1
\ 683
\
R-5 ZONING \ IRF
B-1 ZONING \ \
0
n� z
(7)
ALLTIME FACTORS, INC
ti
PID #: 08109912
0
BLOCK 4 SECTION 2
m�
MB 151-43
II m
ZONED: B-1
rn m
USE: COMMERCIAL
o
�~ O
`2
PROP. 18'X100'-
CONSTRUCTION ENTRANCE
(CLDSM: 30.11 A)
SIDEWALK & UTILITY EASEMENT
(DB 23928-167)
n
�o
\
■■M-
■ 0 0 0 0
4"=678.4' z
■ I II C
II\ I I II I
I I� I ITT■■* � \ II
m \ I � II I III III
\ I II\
6
II I I I I ■/ � I ��� I 1111
I I I 'Y �� III IIII
■
I I I II I
I I I III
I F N
' I I IIIII I
II I I I I IIIII
w I I II I
�oo!'i II III
II _cri II III
u,�c-+ II I
I I I ■ uDCo= I
1 I m2EC/)
\I I oD_TM� II I
m �m \ II II
I m
II I
I l
I I I F I ■............ ♦ ..: III I
I II
I I i I � II I IIII
J I^�I I i ►'I'IIII
I I I I �dl
II / I I I' I I I IIII
I I■ I II o
I � I I■ � I I III
I� I I I I II
0 NO I I I III
I
I
I I ■I � I II
I
LO\
�� I �■■■.■ � �� I III
II PERMAN NT SIDEWALK EASEMENT I III
it DBA733 129TCH EA)
I / 6 1 1 IIII RAT E
I \ I IIII ELLIP.
►I E ■' ►N.i. GRID COORDINATES
F I N.• 43,350.07' III
E 456,127.
ze88.81' `/ I
I -SIDEWALK & U4LITY EASEMENT (DB p55J=ff±W
IRS S43'4046"W-75.00' _ - lR - ■ II \ \�
I
I \
' 689
■ \ , ■ \ ■ FIBER OPTIC LINE I J I ■ I \
NOT MARKED - -ohe - - - ohe - - ♦ - - - I
■ 0 0 0 0 '� \ ■ ■ ■ ■ ♦ ohe----ohl? \
■ ■ L
s
- - - - - - - ■
C
■
-
■ BACK OF CURB
■
- - -
■
♦
1.� R C.P.
I
-
\
- - - - - -
■
- -
-
-
■
---w----w----w�---w----w-- ,�■!!■!■!■e■ e■.l�e■e■!eleee■■!■e■■■■■!■!
�90■
\
■
■
w-t--w---
- - -
-w--liEl��!!�!!!!!!!!!!!!!!!!!i
-
- - - - - - - - -
♦•♦
r
m
\1
EXIST. TREE
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ *
- W - - - W - - - - W -w--
w- .!■■.!■.■.■.!■■ •
S
rE=666.8'
- -
\ 1 \
TO REMAIN' IN=682.0'
is OUT=682.2'
:I I
--"48.2'
RIM=688.9'
EXIST. TREE
N I
I -,
\
s9 I \
3s.1' SE INVERT /N=683.3'
N a
I I I g
\ � 1
J0
PROP. CATCH BASIN
I
1 DENUDED LIMITS
TO REMAIN NE INVERT /N=682.6'
PROP. CATCH BASIN INVERT OUT=682.4'
I I la
j
INLET PROTECTION
I I (0.60 ACRES)
SEIGP AVENUE
INLET PROTECTION
I
(CLDSM: 30.15)
AV
(CLDSM: 30.15)
tiro /�
50'I
O
I I
I I
CDOT MAINTAINED
25 MPH SPEED LIMIT
I I 'b
I I
- - - - - - - - - - - - -\ _ _ _ _,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15=R.C.P.- - - - - - \ - * D 18 1
------------------ \ I --------- \ ----- - ----,�_----_ - - -I -1
------------ ---- iT-T -
BACK OF CURB 3 - - - - - - - - - - - - - - - - - - - -
GRATE=689.0' \ \
18" IN=682.3' \ I I No
18" OUT=682.6' GRATE=688.2' GRATE=688.2' 2
CONSTRUCTION SCHEDULE:
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS FROM CHARLOTTE LAND DEVELOPMENT.
2. FLAG THE WORK LIMITS AND BUFFER AREAS FOR PROTECTION.
3. HOLD ON -SITE PRE -CONSTRUCTION CONFERENCE WITH CHARLOTTE LAND DEVELOPMENT EROSION CONTROL INSPECTOR TO DISCUSS
EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A
VIOLATION CODE AND IS SUBJECT TO A FINE.
4. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, INLET PROTECTION, TREE PROTECTION AND OTHER MEASURES AS SHOWN ON
PLANS. COMPLETE DEMOLITION ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEDIMENT BASINS SHALL BE STABILIZED IMMEDIATELY
UPON INSTALLATION.
5. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND
DEMOLITION MAY BEGIN.
6. COMPLETE SITE CLEARING. REMOVE OR RE-ROUTE EXISTING UTILITIES THROUGH THE SITE INCLUDING LIGHT POLES, UNDERGROUND
UTILITIES AND STORM DRAINAGE PIPES.
7. CONSTRUCTION ALONG SEIGLE AVE AND E 15TH ST SHOULD BE HELD UNTIL LATER PHASES. THE SIDEWALK SHALL REMAIN OPEN FOR
PEDESTRIANS. CONTRACTOR SHALL INSTALL SILT FENCE AND OTHER BARRIERS AS NEEDED TO ENSURE THE SAFETY OF PEDESTRIANS.
8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. EFFECTIVE
OCTOBER 1, 2010, PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL
MEASURES ON A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED.
9. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH
EACH PHASE OF EROSION CONTROL MEASURES.
10. ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CHANNELS, INSTALL CULVERTS AND OUTLET PROTECTION, AND INSTALL
SEDIMENT FENCE AS NEEDED. MAINTAIN DIVERSIONS ALONG TOP OF FILL SLOPES DAILY.
11. AFTER GRADING IS COMPLETE INSTALL STORM DRAINAGE AND OTHER UTILITIES. INSTALL INLET PROTECTION AT ALL CATCH BASINS
AND STORM INLETS. ONCE COMPLETE, RUNOFF SHOULD BE DIVERTED TO INLETS. INLET PROTECTION MUST REMAIN IN PLACE WITHIN THE
WORK AREA UNTIL ALL AREAS OF THE PROJECT ARE STABILIZED.
12. FINISH THE SLOPES AS SOON AS ROUGH GRADING IS COMPLETE. LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND
MULCH IMMEDIATELY.
13. COMPLETE FINAL GRADING OF GROUNDS, TOPSOIL CRITICAL AREAS, AND PERMANENTLY VEGETATE, LANDSCAPE, AND MULCH. REFER
TO LANDSCAPE PLAN FOR ADDITIONAL INFORMATION.
14. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND AFTER 0.5" RAINFALL EVENTS. NEEDED REPAIRS
WILL BE MADE IMMEDIATELY.
15. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INC EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE CHARLOTTE
LAND DEVELOPMENT STANDARDS MANUAL.
16. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES. AFTER SITE IS STABILIZED,
REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS PER THE LANDSCAPE PLAN.
EROSION CONTROL LEGEND:
L I
CONSTRUCTION ENTRANCE
■---- - - - - -■
DENUDED LIMIT
SILT FENCE
OCATCH
BASIN INLET PROTECTION
STONE SILT FENCE OUTLET
PROPOSED STORM DRAINAGE
EXISTING STORM DRAINAGE
- ohe -
EXISTING OVERHEAD ELECTRIC
- - - t
EXISTING TELEPHONE
- - - Uge
EXISTING UNDERGROUND ELECTRIC
- - - Ugt
EXISTING UNDERGROUND TELEPHONE
- - - w
EXISTING WATER LINE
- - - g-
EXISTING GAS LINE
o
EXISTING UTILITY POLE
BEFORE YOU DIGI
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW1
71z,
GRAPHIC SCALE
10 0 5 10 20
INCH = 10 FEET
U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
09/30/2020
L
U
U
0
> o
J
o00
C\1
J
,, U
0
�z
L
N
o
O
Cz
00
T
ONIONEEN
LO
LO
0.00
N
O
Z
O�
U
U
�
Q
O(D
(D
O
U)
T
U)
W
T
r
z
O
w
di
Q
0
O
z
Project No: 19-133
Date: 09.30.2020
Designed by: UDP
Drawn By: UDP
Sheet No:
C-701

0
4
GROOVE JOINT IN SIDEWALK
1/8" RADIUS
L
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE
SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT
INTERVALS OF NOT MORE THAN 45' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH
OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT.
4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL
STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT
INTERSECTING STREETS.
5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY
ENGINEER.
8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION
RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH.
1/8" TO 1/4"
JOINT FILLER
1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
U
oD
1/2" EXPANSION JOINT
50% (2.00% MAX.)
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
WIDTH
RISE
CROSS -SLOPE
1.56%
4'
5'
1.67%
6'
1-"
1.56%
8'
1-3"
1.56%
\�•• •• .��PROPOSED CURB & GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
0
NOTES:
1. ALL CONCRETE TO BE 3600 P.S.I. 1/2" EXP. JOINT\
COMPRESSIVE STRENGTH.
2. AT ALL DRIVEWAYS, SIDEWALKS TO BE z
REMOVED TO THE NEAREST JOINT BEYOND NEW
CONSTRUCTION OR CUT WITH A SAW AND
REMOVED. SAW CUT OR JOINT TO BE
PERPENDICULAR TO EDGE OF EXISTING n
PAVEMENT. SEE STD. NO. 10.17 FOR JOINT
DETAIL.
3. ALL DRIVEWAYS MUST MEET THE CURRENT CITY PLANTING STRIP
DRIVEWAY REGULATIONS AND NCDOT
REQUIREMENTS FOR SPACING, SIGHT DISTANCE, A
AND OFFSETS FROM PROPERTY LINES AND
INTERSECTIONS.
4. "A" BREAKOVER SHALL BE 8% OR LESS
(A -ALGEBRAIC DIFFERENCE). 1/2" EXP. JOINT
5. PRIOR APPROVAL IS REQUIRED BY CDOT ON
GRADES EXCEEDING THE GRADES SHOWN ON
THIS DETAIL.
6. **PER NC IFC SECTION D103.2, FIRE
APPARATUS ROADS SHALL NOT EXCEED 10
PERCENT IN GRADE.
7. JOINT MATERIAL SHOULD BE PLACED FLUSH
WITH CONCRETE. TOP OF CURB
8. THIS DETAIL IS ONLY FOR USE WHEN PLANTING
STRIP IS 6' OR LESS IN WIDTH. USE TYPE
II -MODIFIED DRIVEWAY 10.25E WITH LARGER
PLANTING STRIP.
11
DRIVEWAYS CLASSIFICATION
TYPE DRIVEWAYS
MINIMUM
MAXIMUM
ONE-WAY TYPE II -
20'
30'
COMMERCIAL
TWO-WAY TYPE II -
26'
50'*
COMMERCIAL
* NEED MORE THAN ONE CONTRACTION
JOINT IN CENTER.
NOT TO SCALE
• CITY OF CHARLOTTE • CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS CONCRETE SIDEWALKS STD. N0. REV. �rn LAND DEVELOPMENT STANDARDS
� �
aABLOTTE. INCLUDES CHARLOTTE ETJ 110.22 1151 CHARMTE. INCLUDES CHARLOTTE ETJ
DRIVEWAY WIDTH VARIES
B�
Y X
d Q s 1
$ I� GROOVE JOINT
I 1I I
GROOVE JOINT OR 1
CONSTRUCTION JOINT - - - - 1
I I
BEVEL CURB TO MEET DRIVEWAY PAVEMENT
DRIVEWAY WIDTH VARIES
(SEE TABLE)
B
PLAN VIEW
DRIVEWAY WIDTH VARIES
SECTION A -A
M
yPLANTING STRIP
1 /2" EXP. JOINT
OP OF CURB
FRONT EDGE OF WALK ("�'.SEENO,TE 4)
"A»
VARIES A%**
6"� 5'-0" MIN.-
(4 (4' MIN)
4 6»
2 09�Xl.5% (2.00% MAX.) +6% **SEE NOTE 6
1L -2%
Tr r
�_i0'-0" 10'-0"
SECTION B-B NOT TO SCALE
COMMERCIAL DROP CURB TYPE II DRIVEWAY
WITH PLANTING STRIP STD. NO. REV.
(2' 6" CURB AND GUTTER) 10.25B 19,
0
0
vc�56o
46°0,0000 a& ° 46 0,00 cc& 0 000 016 � o°d
�\°�°ho°dJ°�o dJ° OdJ° 0 0 0 0 0� 00 0 0 0 0sq RRO o 0bo 66o o O 6bo 0 0 o d J
\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\
HEAVY DUTY CONCRETE
1.5" SURFACE COURSE
3" INTERMEDIATE COURSE
8" COMPACTED AGGREGATE
8" REINFORCED CONCRETE
SURFACE COURSE
8" AGGREGATE BASE COURSE
COMPACTED SUBGRADE
1.5" SURFACE COURSE
1.5" INTERMEDIATE COURSE
6" COMPACTED AGGREGATE
rooO
° 0 00 °COO O° °C)o\° ocpo v °dJ°�o °� d�aXc° COMPACTED SUBGRADE °� o�oV v °dJ°�o �°dB°��� COMPACTED SUBGRADE
0 00 0 0 0 0000 00 0 0 08q RR 0 0 0000 00 0 0 08 RR 0
6bo 0ooO 6bo 6bo °o O 6bo o o dJ0 o 6 �01 O 6bo o CO&�O o dJ0 0
HEAVY DUTY ASPHALT CROSSSECTION TYPICAL ASPHALT CROSS SECTION
NOTES:
1. GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE ASPHALT PAVEMENT
AND CONCRETE DESIGN PER ACTUAL SOIL CONDITIONS AND OWNERS LOADING
REQUIREMENTS PRIOR TO START OF CONSTRUCTION.
2. HEAVY DUTY ASPHALT PAVEMENT SHALL BE PROVIDED FOR ALL FIRE
APPARATUS ACCESS ROADS AND DESIGNED TO SUPPORT AN 80,000LB LOAD.
PAVING CROSS SECTIONS SCALE: NTS
0
0
AAll�l�yy1�7
1/8" RADIUS (TYPICAL)
SURFACE OF GUTTER
° a d
JOINT FILLER J
TRANSVERSE EXPANSION JOINT
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER,
A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
NOT TO SCALE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS CURB AND CUTTER
11�CHARLOTTE. INCLUDES CHARLOTTE ETJ 10.1 7 C
UP TO 1.5% TOP OF CONCRETE CURB (BEYOND)
BACK OF CURB RAMP SLOPE UP TO
\ DETECTABLE WARNING (2.0% MAX) 7.5% (8.33% MAX\1/2" EXPANSION JOINT
SEE DETAIL 10.35B sw TRANSITION
II PANEL - SEE
SIDEWALK
TRANSITION
PANEL - SEE
NOTE 5
TA
TOE OF RAM
* * * * * * * * * NON -WALK SURFACE NOTE 5 2' MIN.
l 6W * * * • a
o RAMP SLOPE A VARIES-
uP MATCH 2" TO 5.0 6^
SIDEWALK WIDTH
SEE 2'-6" CURB DETECTABLE WARNING
2' MIN WIDTH IN
R6" * RADIUS
VARIES
* * * * * CONCRETE
* * SIDEWALK (OR
TURNING SPACE IF
AND GUTTER
DETAIL BELOW DIRECTION OF
PEDESTRIAN TRAVEL
SECTION A -A
F THERE IS AN
INTERSECTING
RAMP, A TURNING
SPACE/LANDING IS
REQUIRED WITH
1.5% (2% MAX.)
CROSS SLOPE AND
RUNNING SLOPE
INTERSECTING RAMP) ;" FLOWLINE DEPTH
AT RAMP LOCATION
PLAN
RAMP RUNNING
EDGE OF
SW SITION EL
UP TO 5% MAX.) (2� MAX)
1.5% (2% MAX)
SLOPE UP TO 7.5%
1/2" EXPANSION JOINT (TYP,) PAVEMENT
(8.33% MAX)
(INCLUDES
DETECTABLE*
* CROSS -SLOPE * NON -WALK SURFACE
* * * WARNING)*
*
1.5% (2.00% MAX * * *
, 2'-6"
***
I CURB AND GUTTER
**********
* * * * *
rGE OF RAMP 2'-6" CURB AND GUTTER DETAIL
* * VARIES
MAXIMUM SLOPES FOR CURB AND GUTTER DEPRESSION AT DIRECTIONAL RAMPS
2"*TO*
y y y
NOTES:
1. USE THIS DETAIL ONLY UNDER THE FOLLOWING CIRCUMSTANCES:
C 5-FOOT SIDEWALKS WITH CURB RADII OF 35 FEET OR LESS
• 6_FOOT SIDEWALKS WITH CURB RADII OF 30 FEET OR LESS
CURB HEIGHT . 8-FOOT SIDEWALKS WITH CURB RADII OF 25 FEET OR LESS
VARIES 0" TO 6"
1• y/
SIDEWALK TRANSITION 2. DIRECTIONAL RAMPS WITH RETURNED CURBS AS SHOWN MAY BE USED WHEN A PLANTING
SEE NOTE 2 PANEL - SEE NOTE 5 STRIP (NON -WALK SURFACE) IS PROVIDED. DO NOT USE THIS DETAIL IF THERE IS HARDSCAPE
(WALKABLE SURFACE) INSTEAD OF A PLANTING STRIP. IF A WALKABLE SURFACE IS ADJACENT
TO RAMP CONSTRUCT CONCRETE FLARES WITH SLOPES UP TO 10% MAX, INSTEAD OF
CONSTRUCTION JOINT (TYP.) RETURNED CURBS.
3. ALL CONCRETE SHALL BE AT LEAST 3600 PSI.
4. ENSURE FLUSH CONDITIONS AT RAMP TO GUTTER TRANSITION.
PERSPECTIVE 5. SIDEWALK TRANSITION PANEL: PREFERRED DESIGN IS 1.5% (2.0% MAX) IN ALL DIRECTIONS IN FRONT
OF GRADE BREAK & DRAIN TO FLOW LINE. RUNNING SLOPE OF THIS AREA MUST NOT EXCEED 2%.
CROSS SLOPE MAY MATCH STREET GRADE AT BACK OF CURB WHEN STREET GRADE >2%. TRANSITION
TO 1.5% (2.0% MAX) CROSS -SLOPE AT TOE OF RAMP.
THIS DETAIL IS NOT FOR
USE IN ETJ, OR ON NCDOT-MAINTAINED STREETS.
NOT TO SCALE
•
CITY
OF CHARLOTTE
DIRECTIONAL CURB RAMP
LAND DEVELOPMENT
STANDARDS
CHARLOTTE.
WITH SMALL/MEDIUM CURB RADII
STD. No.
10.40A
REV.
17,
NOTES:
1. THIS DETAIL PRESENTS ALTERNATIVE TREATMENTS FOR THE SIDES OF THE
RAMP - RETURNED CURBS, RECTANGULAR WINGS, AND ANGLED WINGS.
2. ENSURE FLUSH CONDITIONS AT CURB RAMP TO GUTTER TRANSITION.
3. TYPICALLY, THE SIDEWALK RUNNING SLOPE SHALL NOT EXCEED THE
GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET.
4. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE
PEDESTRIANS WOULD NOT TYPICALLY WALK ACROSS THE RAMP, THE
ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE, OR
THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
TURNING
SPACE/LANDING
1.5% (2% MAX.)
CROSS -SLOPE AND \A
RUNNING SLOPE
\B
W 0 �
* * * * * * * *
\ GUTTER
RECTANGULAR WINGS
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CtIARtMTE- INCLUDES CHARLOTTE ETJ
TURNING
SPACE/LANDING
1.5% (2% MAX.)
CROSS -SLOPE AND
RUNNING SLOPE
\A B ***
* *
* * * * * * * *
* * * * * * CONCRETE CURB
W * * * * (SEE NOTE 4)
* * *
GUTTER
RETURNED CURBS
(SEE NOTE 4)
TURNING
SPACE/LANDING
1.S- (2% MAX
CROSS -SLOPE AND
RUNNING SLOPE A
W
* *
* *W****
* * * *
***
ANGLED WINGS
PERPENDICULAR CURB RAMP WITH
2'-6" CURB AND GUTTER
NOT TO SCALE
1 0.31 9116
U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
u rbandesign partners.
com
nc firm no: P-0418
sc coa no: C-03044
CAROB'
X�
L =_
78
.�'QjLNG
'•.•, IN �.
09/30/2020
^L
W
Ile
o
U
�.J
0
0
Q
j N
J
CN°
J
z
��{{
a�
\V
'0'^
vJ
�i
a
L
m O
O
C�
00
T
U
=
0-) 0
V
n4-1
W
0
r °6
v/ d
N
00
OC)
�+ Z
U o
(� U
o
�>
■ � V J a_i
0
T
■
T
V ♦ T
Project No: 19-133
Date: 09.30.2020
Designed by: UDP
Drawn By: UDP
Sheet No:
C-8mO

•
m MATERIAL AND DIMENSIONS PER
MANUFACTURER'S SPECIFICATIONS
U
2'-4" CLEAR
0 3'-4" 8'**
w
U
a
L�
0
z
o PLATE ANCHORS OR 3'
EMBEDDED MOUNTING
m d 1
J �J d
SIDE VIEW 15" to 30"
8'**
CLEAR
U
0
0
L 3'-6" 2'-4" CLEAR
Q II�
z
0
J 3,*
5
m
J a
Q
z
WALL, BUILDING FACE, OR CURB
PLAN VIEW
* 5' MINIMUM SEPARATION FROM CURB FACE WHEN INSTALLED
ADJACENT TO A CURB WITH "HEAD -IN" AUTOMOBILE PARKING
** MEASURED FRON NEAREST VERTICAL COMPONENT OF NEIGHBORING
RACK
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
Ctupa TTE- INCLUDES CHARLOTTE ETJ
SEE SITE PLAN
FOR CONDITION
REFER TO MANUFACTURER
INSTRUCTIONS FOR
INSTALLATION & POST
FOOTERS
(5) #4 REBAR
CONT. AS SHOWN
COMPACTED SUBGRADE"""
2,000 PSF SAFE BEARING
PRESSURE TO BE VERIFIED
#4 REBAR 16" O.C.
#3 REBAR CONT. IN
CORNERS AS SHOWN
0
NOTES:
1. BIKE RACK GENERAL REQUIREMENTS:
• SHOULD SUPPORT THE BICYCLE UPRIGHT
WITHOUT PUTTING STRESS ON THE WHEELS
• SHOULD ACCOMODATE A VARIETY OF BICYCLES
AND ATTACHMENTS
• SHOULD ALLOW LOCKING OF FRAME AND AT
LEAST ONE WHEEL WITH U-LOCK
• SHOULD PROVIDE SECURITY AND LONGEVITY
FEATURES APPROPRIATE FOR THE INTENDED
LOCATION
• SHOULD BE INTUITIVE
2. BIKE RACKS SHOULD BE INSTALLED PER
MANUFACTURER'S RECOMMENDED INSTALLATION
PROCEDURES.
3. ALTERNATIVE BIKE RACKS OR LOCKERS MAY BE USED
BUT ARE SUBJECT TO APPROVAL OF THE CHARLOTTE
DEPT. OF TRANSPORTATION.
4. ALL DIMENSIONS SHOWN ARE MINIMUM.
5. RACK MUST BE CANE DETECTABLE. RACK AND
CLEARANCES SHOWN ARE TO BE OUTSIDE THE
PEDESTRIAN ACCESSIBLE ROUTE.
TYPICAL MOUNT OPTIONS:
SURFACE
PLATE BASE WITH ANCHORS
(NOT PERMITTED IN
PAVER BRICK SURFACE)
NVERTED "U" RACK FOR
BICYCLE PARKING
TUBULAR ALUMINUM HANDRAIL
IN -GROUND
EMBED INTO
CONCRETE BASE
NOT TO SCALE
POURED IN PLACE CONCRETE,
4,000 PSI @ 28 DAYS, REF
0'-4"
LAYOUT FOR NUMBER OF TREADS
AND RISERS
0'-OY"
2
„
0'-6
#3 REBAR CONT. @
EACH STAIR NOSING
1'-DY„
�- 2
•
e
u
SL E
-III
�.
� '•.
III -III •° �`
1-
o
__��
I �-III-I I • .� •, , •
III=1 I I °III-
R
.°•
SEE SITE PLAN
' _•.-I
FOR CONDITION
2" EXPANSION JOINT
NOTE:
1. HANDRAIL TO BE APPROVED BY LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION
r 8 � 6" RISER CONCRETE STEPS SCALE: NTS
50.20 11 5
RECOMMENDED MINIMUM COMPACT
10
w W w
PARKING ANGLE 90° o
(TWO WAY OPERATION ONLY) o o W o I o
J lai J ldi J I u<i
3 3 3
I I NOTES:
18'-6" 26'-0" 18'-6" 18'-6" 23'-0" 17'-0" 16'-0" 21'-0" 15'-0" 1. FOR ACCESSIBLE PARKING
o, is STANDARDS/SIGNAGE SEE STDS.
1 1 50.1OA, B, AND C.
2• PAVEMENT MARKINGS SHALL BE 4"
a o a D a WHITE PAINT.
V) U N U In U
PARKING ANGLE 60` o 0 0 0 0 0 3. ALTERNATIVE PARKING ANGLES,
(ONE WAY OPERATION ONLY) a w a w a w AISLE WIDTHS, AND OPERATION
0 1 g 0 1 1 0 1 (TWO-WAY ANGLED PARKING OR
J J J REVERSE -ANGLE PARKING) WILL
3 3 3 BE CONSIDERED BY CDOT ON A
CASE -BY -CASE BASIS.
20'-6" 16'-0" 18'-6" 18'-0" 16'-0" 16'-6" 15'-0" 14'-0" 14'-0"
1
1
C',C
I
I
N
a a,a a,a ^� m
0:to U N U U
PARKING ANGLE 45° o o W a IL
(ONE WAY OPERATION ONLY) a o ¢ o a o
Q 1 a Q 1 Q Q 1 a
3 3 3
�I
19'-6" 12"-0" 16'-6" 17'-6"12'-0" 16'-0"_ 14'-0" 12'-0" 13'-0-
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE- INCLUDES CHARLOTTE ETJ
NOT TO SCALE
R
EXISTING SIDEWALK <"
F I <'
J<" D
KEY
CURB AND GUTTER
SIDEWALK TRANSITION DETAIL AT BACK OF CURB
Not to scale
R
EXISTING SIDEWALK r J
D
R
r
0'-2,9'
10'
4'
3'-7.9'
25'
19'
8'+
50'
44'
</
--- -- <i
F
L L1 J
J </
</
�
L--- - I- r
---
R
SIDEWALK TRANSITION DETAIL (PLANTING STRIP BOTH SIDES)
Not to scale
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS S D E WA L K T R A N S T O N
� STD. N0. REV.
CHARLOTTE- INCLUDES CHARLOTTE ETJ 1 0.2 1 g
e
R7-8P
DIMENSIONS (INCHES)
A B
C
0
E
I F
G
H
J
k
L
12 1 fi
1 3/8
1 3/S
1-i/2
,-,/2D
i/2
1D
2-,/2
4
1-1/2
c
�A N SIGN R7-8P
ACCESSIBLE
RESERVED
PARKING
SIGN R7-8
FAAXIMUM 1111SIGN
PENALTY CLDSM #50.10C
$ 250
°J . INCREASE SPACING SO;G FINISHED GRADE
D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT)
SERIES D LETTERS a .
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
NOT TO SCALE
• CITY OF CHARLOTTE SUPPLEMENTAL VAN ACCESSIBLE
LAND DEVELOPMENT STANDARDS SIGN R 7 - 8 P ST➢.
CHABU T[E INCLUDES CHARLOTTE ETJ 50.1 OE31 18,
2' 6" STANDARD CURB & GUTTER
ADDITIONAL PARKING BAYS AND
REVERSE CURVES/CHAMFERS
--PROVIDE CATCH BASIN OR SLOPE PARKING AREA
TOWARD STREET FLOW LINE
AS APPROPRIATE.
Q7
VL
PARALLEL -PARKING
PC
j�
PAVEMENT MARKINGS
\\
1
I
PER MUTCD (TYP.)
\
.
. . .
. . . . .
EDGE OF TRAVEL LANE
r�
22' MIN. -
NOTES:
1. REVERSE CURVES/CHAMFERS NOT NECESSARY IF ADEQUATE DRAINAGE
CAN BE PROVIDED THAT WILL ENSURE THAT SEDIMENT, WATER, DEBRIS,
ETC., DOES NOT COLLECT IN 90-DEGREE CORNERS.
2. PARALLEL ACCESSIBLE SPACES AND LOADING ZONES TO BE REVIEWED
BY CDOT ON A CASE -BY -CASE BASIS.
3. FOR PARKING BAYS THAT ARE 8 FEET IN WIDTH OR GREATER, THE
PAVEMENT MARKINGS SHALL BE SET AT ONE (1) FOOT LESS THAN THE
STALL WIDTH.
4. GREATER SEPARATION FROM INTERVENING STREETS THAN THE
DISTANCES PROVIDED IN THE MATRIX MAY BE REQUIRED AT CDOT'S
DISCRETION.
5. POSITIVE DRAINAGE SHALL BE PROVIDED EITHER BY INSTALLATION OF
APPROPRIATE DRAINAGE STRUCTURES OR SLOPE PARKING AREA TO
STREET FLOW LINE. SLOPING PARKING AREA TO STREET FLOW LINE
ONLY PERMITTED IF ROAD GRADE IS GREATER THAN 2%.
6. IF A BIKE LANE IS REQUIRED ADJACENT TO PARALLEL PARKING, THE
MINIMUM WIDTH OF BIKE LANE IS 6'.
• CITY OF CHARLOTTE
MEASURE DISTANCE TO
NEXT INTERVENING STREET
OR ACCESSIBLE RAMP
FROM THIS POINT.
z z
20
Q
a w
a
J U
J OJ
a m
(SEE MATRIX BELOW)
1:1 CHAMFER MAY BE
PROVIDED IN LIEU OF
REVERSE CURVES AS
SHOWN.
STREET
MINIMUM DISTANCE TO NEXT
INTERVENING STREET
DRIVEWAY
LOCAL/
COLLECTOR
TH'FARE
LOCAL/COLLECTOR
20'
20'
20'
THOROUGHFARE
20'
20'
50'
NOT TO SCALE
PARKING STANDARDS STD. NO. REV. M LAND DEVELOPMENT STANDARDS PARALLEL PARKING STANDARDS STD. N0. RE
CJfIARLOTTE_ INCLUDES CHARLOTTE ETJ 50.09C1 8
50.09A
L
NOTES:
1. AN ACCESS AISLE SHALL BE PROVIDED AT STREET LEVEL FOR
ON -STREET PARALLEL PARKING WITH 5' MIN. WIDTH AND SHALL
EXTEND THE FULL LENGTH OF THE PARKING SPACE.
2. ACCESSIBLE SPACE AND ACCESS AISLE SHALL BE
OBSTRUCTION -FREE.
3. ALL CONCRETE TO BE 3600 P.S.I.
4. SEE STD NO 10.18 FOR DETAIL OF 18" VERTICAL CURB.
5. SEE STD. NO 10.17E FOR DETAIL OF EXPANSION JOINT AND
GROOVE JOINT.
6. GUTTER FLOW LINE SHALL BE MAINTAINED THROUGH THE ACCESS
AISLE.
7. ACCESSIBLE PAVEMENT MARKING DETAIL:
• INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING
SPACE MARKINGS, INCLUDING WHITE SYMBOL WITH BLUE
BACKGROUND AND WHITE BORDER. SYMBOL SHALL HAVE
MIN. HEIGHT OF 28 INCHES AND MIN. WIDTH OF 24 INCHES
(EXCLUSIVE OF BLUE BACKGROUND AND WHITE BORDER).
STROKE WIDTH SHALL BE MIN. 3 INCHES.
• WHITE PAVEMENT MARKINGS PLACED ON CONCRETE SHALL
BE SHADOWED WITH BLACK BORDER.
• TYPICAL SYMBOL LOCATION AND ORIENTATION PER
"DIAGRAM A" BELOW
8. PROPOSED TREES MUST BE PLANTED 6-8' AWAY FROM THE BACK
OF ACCESS AISLE CURB.
9. SPECIFY STD. NO. 40.11, "BRIDGING TREE ROOTS" IF
ENCROACHING ON GROWING SPACE OF TREE.
10.LOCATE IN MOST LEVEL AREA OF BLOCK (RECOMMENDED
PRACTICE) TO MAXIMIZE USABILITY.
11. CURB LINE SHIFTS TOWARD RIGHT-OF-WAY TO ACCOMMODATE
ACCESS AISLE.
12. SPACE AND ACCESS AISLE SHOULD HAVE SMOOTH SURFACE FOR
LIFT DEPLOYMENT. MINIMIZE CROSS SLOPE FOR LIFT OPERATION.
13. PARKING METER FOR ACCESSIBLE SPACE - PROVIDE A CLEAR
APPROACH AREA WHERE PARKING METERS ARE REQUIRED.
COORDINATE WITH CDOT FOR METER LOCATIONS.
14. FOR MORE INFORMATION SEE SECTION R309 OF "PROPOSED
GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC
RIGHT-OF-WAY" (PROWAG).
15. USE SIGN "C" AS SHOWN ON STD. 50.10A FOR ON -STREET
PARKING.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
(�IARLOTIE INCLUDES CHARLOTTE ETJ
ON -STREET PARKING
SPACES
REQUIRED
TOTAL NUMBER OF
MARKED OR METERED
PARKING SPACES ON THE
BLOCK PERIMETER
MINIMUM
NUMBER
PARKING
REQUIRED
OF ACCESSIBLE
SPACES
1 TO 25
1
26 TO 50
2
51 TO 75
3
76 TO 100
4
101 TO 150
5
151 TO 200
6
201 AND OVER
4% OF TOTAL
(BASED ON TABLE R214 OF PROWAG)
1
DIAGRAM A
ACCESSIBLE ON -STREET
PARALLEL PARKING
U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
u rbandesign partners.
com
nc firm no: P-0418
sc coa no: C-03044
09/30/2020
U
U
0
j N
J
CNo
J
z
O
a�
c�
a
L
4-1
p
CD
r=
U
=
0-)U
T
V
W
LO
r
°6
V♦
O
d
C\1
Co
ON
U
cz
U
o
W
U
L
U
rn
�
^`
W
W
■
T
V ♦
T
T
Project No: 19-133
Date: 09.30.2020
Designed by: UDP
Drawn By: UDP
Sheet No:
C-8ml

m
n Z
O r
Z H
1 n CD
Norco
=rnZ
c C� D
4 v
=n v
D
m a z
N 0
1-I m
Z O
_
SHEET 1 DF 2
840.02
t
BACK OF CURB
on
X
°' y
•• o�
°' -----
o.'
PLAN X
m SECTION Y-Y
RISER HT.
VARIES
.0 6"
• o
WHERE 30" TO 38" PIPE IS USED
RISER HT.
VARIES
o A
.•-'6-"'a'-�i all
o
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
v
vm
~�
S
rti Z
allCD E�
O
m Z m = �
D
#4 BARS "V" 6
X1
=�zAm
@EQUAL SPACES .
1N2
`
3"
=CD=oo
z -0 �•I
r
00"
- W
co
2z D
yy
rch
LL
Z
v W
�w
co all
s
PLAN OF TOP SLAB
m
0 Z
O
r
Z ..
�0CD
N � _
Cn
g" E� #8 "W" BARS
n n
rn Z
@4EQUAL SPACES
c C� D
Ln � v
C) v
4 BAR
_
W g
SECTION R-R
m a Z
Co 0
z TI
Z
SHEET 2 OF 2
840.02
v
vm
H�
0
�• z
� 0 -n CID
mz =�
=-nZDm
=CAOO
Z"-0--n
nDy>
Cn
O
z
ei z
oG)
Z r
N = rn =
rn
C C D
Cn D Z v
O r v
1--1 =
z
�o�
H = Z
M O Z z
m r W 0
X O
_
SHEET 1 OF 1
840.31
SECTION X-X
SEE SEU7IUN J-J
WHERE 30" TO 36" PIPE IS USED
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.56.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
89 0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
..°� e v
p•::I Q%
•:ul I
LL O .I
• Nr..
PLAN
SECTION M-M
WHERE 42" TO 54" PIPE IS USED
M o:.o: 'o: o::.:o::.o: =.o: M
r
•�1 A
. n1 m oD
PLAN
EXPANSION JOINT
4'-6" 4'.6"
6"
STD. 840.03 FRAME,
1„ GRATE &HOOD
c o00000000��m0�0
M - W 6,-O.,
y y PLAN
°d Q LL CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
go *k UJ TOP g„
ELEV.
m a, USE ON FLAT EXPANSION JOIN
GRADES 2% AND UNDER
3'-0" DEPRESSED GUTTER LINE
EXPANSION JOINT 3' O I
SECTION S-S
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
#4 BAR EXPANSION JOINT all
B TOP
a USE ON GRADES VER Z� ELEV.
DEPRESSED GUTTER LINE
EXPANSION JOINT 10" I 6 0'
q" 1»_ F
DOWEL ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU. YDS. CONIC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
NIN. HEIGHT
BARB-U
BARS-V
BARS-W
TOTAL
TOP
SLAB
BOTTOM
$LAB
TOT•CONC.
FOR NINIMN
HEIGHT. H
D
A
B
C
G
H
E
F
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
LBS.
12"
3'-0'
2'.2"
--
--
2'-9"
--
--
--
--
--
--
--
--
--
--
0.235
0.772
0.015
10.028
15"
3'-0'
2'-2"
3'-0"
0.235
0.829
0.023
0.036
18"
9'-0"
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
W-9"
0.235
1.001
0.059
0.085
30"
3'.0"
2'.2"
W-411
4'-S"
1'.2"
4'.0"
4
1'-5"
2
3'-9"
3
3'-9"
39
0.123
0.321
1.433
0.092
0.127
38"
3'-0'
2'-2"
W-10"
4'-9"
1'-8"
4'-0"
4
1'-11"
S
W-9"
3
3'-9"
43
0.181
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
4r-5"
5 -3
1'-5"
3'-2"
4
1'-8"
2
2'-11"
3
2'-11"
92
0.112
0.318
1.798
0.180
0.243
48"
3'-0"
2'-2"
5'-01,
5'-9"
2'-0"
3'-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
0.146
0.352
2.062
0.235
0.317
54"
3'-0"
2'.2"
5'.7"
8'-3"
2'-7"
3'.2"
4
W-10"
5
2'-11"
3
2'.11"
PLAN
J SEE N TE '� DOWEL
SECTION Y-Y
AL MANHOLE
E
i-
D I.' T I. D
QUO 1 I' -
mati
3" If
M
1,0.54 C
FOR MANHOLE COVER & FRAME #4 BARS "A"
OPTIONAL SPACED 6"
C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
OUTLET PIPE .�
o EORF Lill,
SECTION
C-C OR D-D
41 0.180 0.388 2.387 0.297 0.401
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
T #4 BAR
61,
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
N0.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALLI
FT. OF HT.
LBS.
REINF
CU. YDS.
MIN. "H"
C.S.
R.C.
12"
2'.0"
2'-0"
2'-3"
12
2'-9"
3'-0"
3'.0"
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
2'.3"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
1 24
0.902
1 0.023
0.036
18"
2'-8"
2'-8"
2'-9"
14
3'-3"
3'-8"
3'-8"
0.227
0.227
0.222
30
1.085
0.033
0.049
24"
3'-0.
3'-0"
3'-3"
16
W-9"
4'-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
3'-9"
18
4'-3"
4'.6"
4'-6"
0.375
1 0.375
0.298
51
1.860
0.092
0.127
36"
4'.0"
4'-0"
4'-3"
20
4'-9"
5'-0"
5'-0"
0.483
0.463
0.333
64
2.341
0.132
0.178
42"
4'.6"
4'-6"
4'-9"
22
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5'.4"
5'-4"
5'-3"
26
6'.3"
6'.4"
6'-4"
0.743
0.743
0.407
111
1 3.623
0.235
0.317
54"
6'-10"
5'-10"
5'-9"
28
GI
W-10"
8'-10"
0.865
0.865
0.444
1 126
F 4.283
0.297
0.401
ev
GI
8'-8"
6'-3"
30
7'.3"
7'.6"
7'-8"
1.042
1.042
0.481
145
1 5.090
0.367
0.495
60"
7'.1"
7'.1"
8'-9"
32
7'-10"
8'-1"
8'-1"
1.210
1.210
0.518
169
5.917
0.444
0.589
Z
O N
H Q
HCL=C,3U
LLJCL"Z
LU
CL
LL
Q 0 O
LLO
U)OON¢
Z ,j=
~ 0
oUJ
Ir
O Z
LL 1-"1
CD N
Z
3 00 wa
Xi
cc = a
LO
<
< W x
H F-
o W -
=r^ ,I�` N
V! V T
J Z
CD O
z v
w
HEET 1 OF 2
840.02
z
00
�<
¢
��CCD
LLJCL"z
OOCn=
cc
aQ=00
CAHLLOJ
ooCD¢
1z NH Cr
EL H
00
_
0 Z
LL N
(D Co
~ Im a
< CL
Ili
O � �
oOC Q U7
< V Z3
z °C
¢ W
F_
co W x
= = N
(n 0
J Z
O
z O
Z
w
HEET 2 OF 2
840.02
z
oN
ZI=C=3U
LLJdFiZ
O O O =
cca0�OH
U) LL0J
OO"¢
Z ?•_
H
a
w o
LL O
t7 m J
7+ O Z H
O V J is
�Z¢z co
o o C
H o ~
C/) I~1 r
(D
z V
W
SHEET 1 OF 1
840.31
CITY OF CHARLOTTE STANDARD
CITY OF CHARLOTTE STANDARD
CAST IRON FRAME AND COVER.
CAST IRON FRAME AND COVER
(BOLT DOHV-WATER TIGHT)
RMSHED GRADE
E BRICK OR CONC. GRADE
GS FOR ADJUSTMENT OF
N 24"FLUSH
7R/N
MANHOLES
,y 7' MI 2'
r
2 N
J' 16" O.0
v
O
HEIGHT OF RISER
AND CONE
5£CITON VARIES
(GN STRAIGHTWALL)
STRAIGHT WALL OF M.H.
TO BE LOCATED OVER
INFLUENT PIPE (4'0 M.H.)
2
4'-0' OR 5'-0"
m
FLEXIBLE COUPLING CAST IN BASE ORJ
INSTALLED IN CORD HOLE WTH STAINLESS
STEEL COMPRESSION DEVICE.
FOR 8" AND 10" PIPE, INVERTS ARE TO
BE 314" PIPE LID AT TROUGH, FOR 12'
AND LARGER PIPS PROVIDE FULL INVERT
AS SHONN. THE -SHELF SHALL SLOPE 2"
fROM WE MANHOLE WALL TO THE TROUGH.
W
NOTES. -
I. MANHOLE TO CONFORM W 7H ASTM C478 EXCEPT
AS MODIF7ED BELOW.
2. MANHOLE BASE TO BE REINFORCED WITH A MINIMUM
AREA OF 0.20 SO, IN. PER LINEAL FOOT EACH WAY.
WALL REINFORCING TO BE MINIMUM OF 0.12 SO. K
PER LINEAL FOOT. EITHER TONGUE OR GROOVE
SHALL HAVE REINFORCING EQUAL IN AREA TO
MINIMUM OF WALL SECRON.
J. ALL JOINTS SHALL CONFOOM WITH AS7M C443.
4. STEPS TO BE PLASTIC PER CITY STANDARDS
5. ALL PIPE OPENINGS TO BE NO GREATER THAN 3"
LARGER THAN OUTSIDE DIAMETER OF PIPE AND
ADDITIONALLY REINFORCED WITH A MINIMUM OF
a20 SO. IN. OF STEEL AT 90 DEGREES.(ADDITOINAL
REINFORCING NOT REQUIRED FOR CORED OPENINGS)
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED
WITH A MINIMUM OF HONEYCOMB, FINS AND OTHER
IMPERFECTONS.
7. PENETRA77NG L/F17NG HOLES SHALL BE PLUGGED
W)TH EXPANSION GROUT.
8. INVERTS MAY BE 3600 PSI READY MIX CONCRETE
IN LIEU OF BRICK. PRECAST INVERTS ARE ACCEPTABLE.
9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF.
10. 4 0' CONE SECTIONS MAYBE USED WITH 5 0 MANHOLES
WITH A 5'-4" TRANSITION SECTION PLACED DIRECTLY
BENEATH THE 4 0 CONE.
11. ALL MANHOLE SEC77ONS SHALL BE DESIGNED FOR
H-20 LOADING
12. MINIMUM HEIGHT FOR CONCENTRIC CONES ON MANHOLES
WITH BOLT DOWN F&C IS 32".
CHARLOTTE-MECEa NBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
Job No, TO No. STANDARD DETAIL
PLAN `-ems- SEWER
PRECAST MANHOLES
4' AND 5' DIAMETER
July 27, 1995 XV-60 Sewer Specifications/Details (SD)
COVER TO READ *SEWER*
SEE NOTE t -,
VARIES 4
W 3' -0' MAX
_1 SEE NOTE
W
O
a 4.5' BEND -/
TWO PIECE CAST IRON VALVE
BOX, RATED FOR TRAMC
LOADING
" . �r1111111111 IF
�ONNEGT NEW LATERAL PIPE T
E�"ISTiNG I._kIERAL NTH RUBBER
U-EEVE COUPUNG %% N STD, NI ES:S STEEL
COMPRESSION BANDS AND $HEAR RINGS
(FERNCO OR EQ(JAL). COUPLING TO BE
MIN. 4® WIDE.
a • 1 4 •-B. i 1-1 - S »�
I�.
�P►1�]t;�l�L'i 3M�»�L��iI
CONCRETE THRUST BLOCK
4"o &
LARGER
TEE
4"0 &
LARGER
CONCRETE THRUST BLOCK
I-
=III=III=1 =III=III=III=III=111-
�` ". III1=1I
o o Q
e' 0 ° o. 'n . •. N
;e.;....-III- Q
. • > .e .'<:; " ICI -ICI
. e.
�� L UNDISTURBED EARTH
PLAN ELEVATION
NOTE:
CARE SHALL BE TAKEN WHEN PLACING THRUST BLOCKS
TO KEEP THE FITTING BOLTS FREE OF CONCRETE.
of
®mmm•
m
m�
00m®
•
®0m0
ml
•
•
��mm
ml
8
•
�®®m
ml
' •
�mm
ml
•
g
��m
:S
THRUST BLOCKS - DIMENSION "A"
1 I 12/07I UTILITIES, INC. LOGO ADDED I SAO
IU. DATE REVISION BY
URBAN
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
urbandesig n partners.com
nc firm no: P-0418
sc coa no: C-03044
\\�IIIIIII111III/
19
���.
cr
!VGINE. *
09/30/2020
L
U
j N
J
CNo
J
>, U
O
CD z
• Ln
_
i
4.1
m _o
O
M
00 T-
U
=
T_0
V
I
MIMI
n+I
W
LO
r
°6
V /
C)
0
70
C:
CD
ON
U
Z
U
o
■
T1
r ^VJ
U)
Cn
T-
T-
z
0
>
w
}
m
w
Q
0
0
z
Project No: 19-133
Date: 09.30.2020
Designed by: UDP
Drawn By: UDP
Sheet No:
C-802

A
A/2 A/2
=1 I —I I-1 I-1 I-1 I-1 I-1
_I1
I-1 I—UNDISTURBED
EARTH
CONCRETE THRUST BLOCK
CONCRETE
THRUST
BLOCK
=III=III—lii =III—III=III III-
-II-
IIII
illlll
l=1
o . II
o Q
E
40
4"0
2
R
LARGER
LARGER
E
0� 0
Q
=1=1
o=1 .
II —III
—III— a
TEE
—I I1 ,
11=III=III=III=III=III= =III=III=III=
'i1-11111,111,;,111=III-1
�lllllilllll�lllll-
UNDISTURBED EARTH
PLAN
ELEVATION
NOTE:
CARE SHALL BE
TAKEN WHEN
PLACING
THRUST BLOCKS
TO KEEP THE FITTING
BOLTS
FREE OF
CONCRETE.
THRUST BLOCKS —
DIMENSION $$A$)
FILE NO.
WATER DETAILS
SCALE:
N.T.S.
TYPICAL THRUST BLOCK
° AUG. 2003
FOR TEES
5701 Westpark Dr., Suite 101
IiiC: P.o. Box 240908
STANDARD
DETAIL NUMBER
1 12 07
UTILITIES, INC. LOGO ADDED
SAO
�fljlNES Charlotte, N.C. 28224-0908
and NC/TN Affiliates [phone]
`n/_
� 1/
N0. DATE
REVISION
BY
SIZE
11 1/4° BEND
22 1/2° BEND
45° BEND
90° BEND
TEE
PLUG
4
12
12
12
16
16
14
6
12
12
12
16
16
14
8
12
12
16
22
22
18
10
12
14
20
28
28
22
12
12
18
24
32
32
28
14
14
20
28
38
38
32
16
16
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
42
58
78
78
66
36
36
50
70
94
94
80
42
40
58
80
108
108
92
48
46
66
90
124
124
104
NOTES:
A. ALL FLANGE HARDWARE (BOLT/WASHER/NUT) SHALL BE STAINLESS
STEEL -TYPE 304 WITH ANTI -SEIZE COMPOUND.
B. ALL PIPE SHALL BE RESTRAINED JOINT DUCTILE IRON FROM TAP TO
PROPERTY LINE VALVE.
C. METER CONFIGURATION AND LENGTH MAY VARY DUE TO BRAND -
VERIFY LENGTH TO DETERMINE MINIMUM VAULT LENGTH.
D. VAULT SHALL BE SIZED AS NEEDED FOR PIPE (7.5'x4' MINIMUM) AND
RATED FOR NCDOT HS-20 LOADING -SUBMIT SHOP DRAWINGS / P.E.
SEALED FOR REVIEW.
E. ALL CONCRETE SHALL BE MINIMUM 4000 PSI COMPRESSIVE STRENGTH
F. DESIGN SHALL CONFORM TO ASTM C858 -SPECIFICATIONS FOR
"UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURE"
f
5'-0"
(MIN.)
1
G. STEEL REINFORCING DESIGN SHALL CONFORM TO ASTM C857
H. REBARS SHALL BE GRADE 60 PER ASTM A615
I. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185
J. DIAGONAL REINFORCING SHALL BE ADDED AT ALL OPENINGS
K. PIPE PENETRATIONS SHALL BE SEALED WITH FLEXIBLE CONNECTORS
(MANHOLE BOOTS) OR WITH 8-INCHES OF BRICK &MORTAR (AND 1/2
INCH THICK CONSTRUCTION EXPANSION MATERIAL)
L. FRAME TO BE FLUSH WITH GROUND OR CONCRETE SIDEWALK, GROUND
SHALL SLOPE AWAY FROM VAULT.
M. ALL JOINTS SHALL BE MADE WATERTIGHT USING 2 RINGS OF BUTYL
RUBBER JOINT MASTIC.
N. ALL VALVES SHALL BE OPEN RIGHT -CLOCKWISE, EXCEPT NO. O3
LL
)
EWALK
NO. DESCRIPTION
1 4" TAPPING SLEEVE AND 4" FLANGE x MJ TAPPING VALVE ON EXISTING
MAIN. 3" MJ TEE AND 3" MJ GATE VALVE ON NEW MAIN.
2 STANDARD VALVE BOX ASSEMBLY (TYP.) -ALL VALVES
3 4" x 3" REDUCER (RJ) REQUIRED ON EXISTING MAIN INSTALLATIONS.
(REDUCER NOT REQUIRED ON NEW MAIN INSTALLATIONS)
4 FLANGE DUCTILE IRON TEE WITH ADJUSTABLE FLANGE SUPPORT
5 FLANGE DUCTILE IRON 90'-BEND
6 FLANGE x PLAIN END DUCTILE IRON PIPE (MIN. SPECIAL CLASS 53)
7 MJ LONG PATTERN SOLID SLEEVE WITH RESTRAINED JOINTS
8 3/4" BALL CORPORATION STOP WITH TAPPING SADDLE
9 FLANGE GATE VALVE; WITH 2" OPERATING NUT -OPEN RIGHT AND WITH
ADJUSTABLE FLANGE SUPPORT ON BYPASS VALVE
10 FLANGE STRAINER
11 FLANGE COMPOUND METER ASSEMBLY W/AMR TRANSMITTERS. METER
CONFIGURATION MAY VARY DUE TO BRAND SUPPLIED.
12 FLANGE CHECK VALVE W/BLIND FLANGE-2" TAP/THREADED BRASS PLUG
13 MECHANICAL JOINT (RJ) GATE VALVE-2" OPERATING NUT -OPEN LEFT @
PROPERTY LINE.
14 MECHANICAL JOINT PLUG WITH 2" TAP
15 2" PIPE GALVANIZED STEEL (SCH 80), RED BRASS (SCH 40), HDPE (DR 9) OR
DIP WITH STANDARD VALVE BOX/CONCRETE PAD
16 2" THREADED COUPLING
17 ADJUSTABLE FLANGE SUPPORTS (3 REQUIRED)
18 AMR TRANSMITTERS
19 4' x 5' DOUBLE -LEAF ACCESS DOOR. SEE STANDARD DETAIL.
20 PRECAST REINFORCED CONCRETE VAULT
21 MINIMUM OF (3) STANDARD SOLID CONCRETE BRICK COURSES UNDER
ACCESS DOOR FRAME, MAXIMUM 2FT.
22 JOINT REQUIRED AT FLAT TOP SECTION.
23 3/8" DIA. GALV. STEEL EYE BOLT (ADHESIVE ANCHOR) -TYPICAL
24 AWG #12 GAUGE COPPER TRACER WIRE (THWN) -WITH BLUE INSULATION -
TERMINATE WITH 24" EXCESS WIRE (COILED) @EYE BOLT AND VALVE
BOX (TYPICAL).
25 CAST IN PLACE CONCRETE SIDEWALK -BRICKWORK SHALL NOT EXTEND
TO SURFACE. ACCESS DOOR FRAME SHALL REST ON SIDEWALK.
26 VALVE LOCK (FURNISHED BY CMUD) -LOCK VALVE CLOSED
27 PLASTIC STEP - 12" OR 16" O.C. VERTICAL SPACING
Kel
000
k
)27
SECTION VIEW
a
00
W
J Z
Q 0 > o
U)o w
0 z a
Z'� °�
w
0
Q
W J
W
W F---
Q
z
0 O
�U
O�
OW
L �
U
M
5'
MIN.
SEE
NOTE
F & G
SEE
NOTE
F & G
SHUT-OFF VALVE #1
SEE NOTE #2
TEST COCK #1
RESTRAINED JOINT
SEE NOTE #3
HINGED ACCESS OR
REMOVABLE INSULATED
ENCLOSURE MEETING ASSE
1060 SPECIFICATIONS.
ENCLOSURE TO INCLUDE
DRAIN PORT(S) PER CLT WATER
REQUIREMENT.
SUPPORTS
SEE NOTE #4
SLOPE GROUND
AWAY FROM _ a
COVER I —III
SLEEVE REQUIRE
(TYP.)
RESTRAINED JOINT
SEE NOTE #3
FIRE
SERVICE SIZE
SECTION VIEW
a
00
W
J Z
Q 0 > o
U)o w
0 z a
Z'� °�
w
0
Q
W J
W
W F---
Q
z
0 O
�U
O�
OW
L �
U
M
5'
MIN.
SEE
NOTE
F & G
SEE
NOTE
F & G
SHUT-OFF VALVE #1
SEE NOTE #2
TEST COCK #1
RESTRAINED JOINT
SEE NOTE #3
HINGED ACCESS OR
REMOVABLE INSULATED
ENCLOSURE MEETING ASSE
1060 SPECIFICATIONS.
ENCLOSURE TO INCLUDE
DRAIN PORT(S) PER CLT WATER
REQUIREMENT.
SUPPORTS
SEE NOTE #4
SLOPE GROUND
AWAY FROM _ a
COVER I —III
SLEEVE REQUIRE
(TYP.)
RESTRAINED JOINT
SEE NOTE #3
FIRE
SERVICE SIZE
DETECTOR
METER SIZE
4"
1"
6"
1"
8"
1"
10"
1"
NOTES:
A. ALL FLANGE HARDWARE (BOLT/WASHER/NUT) SHALL BE STAINLESS
STEEL -TYPE 304 WITH ANTI -SEIZE COMPOUND.
B. ALL PIPE SHALL BE RESTRAINED JOINT DUCTILE IRON FROM TAP TO
PROPERTY LINE VALVE.
C. METER BOX TO BE FLUSH WITH GROUND OR CONCRETE SIDEWALK,
GROUND SHALL SLOPE AWAY FROM METER BOX.
D. ALL VALVES SHALL BE OPEN RIGHT -CLOCKWISE, EXCEPT NO. 70.
E. ONE INCH METER SHALL BE INSTALLED IN STANDARD CONCRETE
METER BOX PER STD. DETAIL.
F. WRAP TAPPING SLEEVE WITH 2 LAYERS HDPE PLASTIC FILM (HDCLPE
PER AWWA C-105) - 4 MILS EACH LAYER -EXTEND HDPE 2 FT. EACH WAY
FROM SLEEVE -DUCT TAPE OR ZIP LOCK TIE ENDS.
G. CONCRETE THRUST BLOCKING REQUIRED AT TAPPING SLEEVE.
H. ANGLE BALL VALVE 11 PERMANENT LOCK (WITH CMU SERIAL #) SHALL
BE FURNISHED BY CMU.
TYPICAL PLAN
TYPICAL ELEVATION
REDUCED PRESSURE PRINCIPLE ASSEMBLY
CHECK VALVE #1
CHECK VALVE #2 �
b
t� FLOW—
:11
® RELIEF VALVE
12" MIN.
30" MAX. OUTLET
a
FL'
NO.
DESCRIPTION
w C)
o 0
1
TAPPING SLEEVE & FL x MJ TAPPING VALVE ON EXISTING MAIN.
J
0
z N
°
MJ TEE AND MJ GATE VALVE ON NEW MAIN
Q
o
w No
2
STANDARD VALVE BOX ASSEMBLY (TYP) -ALL VALVES
�
o �--�
3
RESTRAINED JOINT DUCTILE IRON PIPE
0
Q
o
4
FLANGE x MJ GATE VALVE ON LONG SIDE SERVICES. FLANGE x FL
Z
m
o
ADAPTER ON SHORT SIDE SERVICE (NOT SHOWN)
5
DETECTOR CHECK VALVE (FLANGE x FLANGE)
6
FLANGE x MJ ADAPTOR (OMIT WHEN PROPERTY LINE VALVE 7�IS
BOLTED DIRECTLY TO DETECTOR CHECK VALVE 5O)
7
MJ GATE VALVE (RESTRAINED, OPEN LEFT) AT PROPERTY LINE. (FL x
I
MJ GATE VALVE BOLTED DIRECTLY TO DETECTOR CHECK VALVE O-
WHEN APPROVED)
�
J
8
2" PIPE GALV. STEEL (SCH 80), RED BRASS (SCH 40), HDPE (DR 9), OR
MM
DUCTILE IRON PIPE, WITH THREADED COUPLING.
�
W
9
CTS x MNPT BRASS STRAIGHT COUPLING (WITH BRASS HEX
W
REDUCING BUSHING - AS REQUIRED)
w
U
10
1" COPPER TUBE - TYPE K OR HDPE (PLOY TUBING) SDR 9
'^
��J/J�
11
1"ANGLE BALL VALVE WITH LOCK WINGS (LOCK OPEN)(CTS
'
vi
COMPRESSION x YOKE STAR NUT)
!'
12
13
1" METER YOKE BAR
1" SINGLE ANGLE CHECK VALVE (YOKE STAR NUT x CTS COMPRESSION)
W
14
1"METER ASSEMBLY WITH AMR ERT TRANSMITTER (BY CMU)
��/
UJ
SIDE ELEVATION
NOTES:
1. BACKFLOW PREVENTION ASSEMBLIES (BPA's) SHALL CONFORM TO CLT WATER
SPECIFICATIONS. SHUT-OFF VALVES ARE SPECIFIC TO EACH APPROVED
BPA AND NO SUBSTITUTIONS OF SHUT-OFF VALVES ARE PERMITTED.
REFER TO CLT WATER APPROVED LIST OF BPA's.
2. FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE (OS & Y)
HANDWHEEL OPERATORS OR BUTTERFLY VALVES, AND LISTED ON APPROVED LIST
AS FIRE APPROVED. IF SERVING FIRE SPRINKLERS, TAMPER SWITCHES ARE REQUIRED.
3. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CLT WATER
STANDARDS SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED WITH
MEGALUG RESTRAINTS OR APPROVED EQUAL.
4. SUPPORT OF ASSEMBLY SHALL BE DESIGNED BY OWNER, 8" - 12" SHALL
SHUT-OFF VALVE #2
BE SUPPORTED AT EACH VALVE AND SHALL NOT BLOCK RELIEF VALVE
SEE NOTE #2
ON DRAIN PORT.
COVER MUST NOT
5. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CLT WATER ENCLOSURE
OBSTRUCT VALVE
INFORMATION -HEATED INSULATED ENCLOSURE ARE REQUIRED FOR
IT BEING FULLY
FIRE LINE SERVICES. NO INSULATION SHALL BE WRAPPED AROUND BPA.
} OPENED
6. ALL LOCATIONS FOR BPA'S REQUIRE CLT WATER APPROVAL AND MUST BE
OUTSIDE OF ZONING SET -BACK DIRECTLY BEHIND METER.
7. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
OTHER WATER -USING APPURTENANCES CONNECTED TO THE
SUPPLY LINE BETWEEN ANY WATER METER AND ITS
SUPPORTS
CLT WATER -REQUIRED BACKFLOW PREVENTER.
SEE NOTE #4
g. EACH CLT WATER -REQUIRED BPA IS REQUIRED TO BE TESTED BY A
CLT WATER -APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE. TEST RESULTS SHALL BE SUBMITTED TO CLT WATER
WITHIN 30 DAYS AND TESTED ANNUALLY THEREAFTER SUBMITTING
DUCTILE IRON PIPE OR
RESULTS TO CLT WATER.
TYPE K OR L COPPER
TUBING FOR MIN. OF 5'
9. ALL INSTALLATIONS INTENDED FOR ADDRESSING CLT WATER
ON EACH END OF ASSEMBLY.
REQUIREMENTS, REQUIRE PRIOR APPROVAL FROM THE APPROPRIATE CLT
SEE NOTE #3
WATER BACKFLOW INSPECTOR.
I III 1I I
LOWEST POINT OR SLEEVE REQUIRED
RELIEF VALVE OUTLET (TYP.)
SUPPORT, PAD AND
CONCRETE FOOTINGS AS
REQUIRED BY SYSTEM DESIGNER ZONING I
SETBACK — —
MIN. 4" THICK
CONCRETE PAD —
REQUIRED
PROPERTY- -
LINE
PUBLIC '• 3:
WATER 6�
MAIN 0
Q
0
- CLT WATER REQUIRED BPA
ABOVEGROUND
SEE
NOTE #6 & #7
- CLT WATER
METER
TYPICAL LOCATION REQUIREMENT
FOR ABOVE GROUND INSTALLATION
N.T.S.
CLLJ
)
w �
a
0
W O p N
J Z w M
Q o > `rS
Q (V
O z o
Z N o ry
w
0
W �
W
Z
O
m
W Q
(n N
W
� N
J
5m
Q
W U)z
Q �
3 W W
p w
W � a
0 0 0
Z LL
Y
_ � Q
U W m
w
H � W
=
Q
U 5
URBAN
DESIGN
PARTNERS
1318-e6 central ave.
I= 704.334.3303
charlotte, nc 28205
F 704.334.3305
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
L =
90 -
09/30/2020
^L
W
U
rl_
J
�
o °N°
J
�
O
N z
�i
N
m p
V
n
Project No: 19-133
Date: 09.30.2020
Designed by: UDP
Drawn By: UDP
Sheet No:
C-8m3

STEEL POST
WIRE FENCING
(IF APPLICABLE)
WOVEN FILTER FABRIC
I
4' MAX.
■■■IIII
.• •
r • • • • •
11I■■■
�■■'ll
!ME]
MEN�;pyp,
i
,yaws
•
y
SS R� F5".8 R� R� ::F�i6 R-
n0•p0-104P
ee.�
;
**4
.F'S^.g
.y
a
NO`
tl@[
Ew5 8�8 8 .. .6 £ fit!- 8� E:S�iid
• i
.����i
'M
'':!sm�•
...n.�... �. '�'•:�SCem�• �e v=•n�. �w�•�r
iir' e r •
�i
STEEL POST
HARDWARE CLOTH
WASHED STONE
(NCDOT #5 OR #57)
i
FLOW
ANCHOR SKIRT;
EXCAVATE TRENCH
AND COMPACT
BACKFILL
WOVEN FILTER FABRIC
0
N
6' MAX.
STEEL POST
z �
FILTER FABRIC
�w
J U
o
N a
FLOW g�0'
n I
4
ANCHOR SKIRT;
EXCAVATE
TRENCH AND
COMPACT
BACKFILL
GENERAL NOTES:
1.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2.
STEEL POSTS SHALL BE 5-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
GENERAL NOTES:
MAINTENANCE NOTES:
TYPE.
MAINTENANCE NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO
1. FILTER OUTLETS SHALL BE BY THE FINANCIALLY RESPONSIBLE PARTY OR
INSPECTED
3.
TURN SILT FENCE UP SLOPE AT ENDS.
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
TALLER THAN 18 INCHES.
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
4.
ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 INCHES
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE CLOTH TO
OR REMOVED IT.
ENVIRONMENTALLY SENSITIVE AREAS.
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
BE SAME AS STD. #30.09 (19 GAUGE, 1/4" SPACING).
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
FABRIC SHALL BE REPLACED PROMPTLY.
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
5.
4 ACRE PER 100 FT OF FENCE.
DRAINAGE AREA CAN NOT BE GREATER THAN 1/4
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE
GRADE, PREPARED AND SEEDED.
6.
SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
DIRECTION OF THE INSPECTOR.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
7.
DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE- INCLUDES CHARLOTTE ETJ
NOT TO SCALE NOT TO SCALE
SILT FENCE CITY OF CHARLOTTE
STD. NO. REV. LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE STD. NO. REV.
OUTLET 130.06C 1 5 rTE- INCLUDES CHARLOTTE ETJ 30.06A 15,
0
0
0
GENERAL NOTES:
1. SEDIMENT SHALL BE REMOVED AND TRAP
RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED
TO 1/2 THE DESIGN DEPTH OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
IN A SUITABLE AREA AND IN SUCH A
MANNER THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED BY
THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT AFTER EACH STORM EVENT
AND REPAIRS MADE AS NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED
OUT IN SUCH A MANNER THAT EROSION AND
WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND
THE AREA STABILIZED WHEN THE DRAINAGE
BASIN HAS BEEN PROPERLY STABILIZED.
6. ON LARGER DRAINAGE AREAS RIP RAP MAY
BE REQUIRED UNDER THE WASHED STONE.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE- INCLUDES CHARLOTTE ETJ
SECTION
• CITY OF CHARLOTTE
h LAND DEVELOPMENT STANDARDS
CHARLOTTE. INCLUDES CHARLOTTE ETJ
0
STE" ^^
WIRE FENCING
WOVEN FILTER FABRIC
0
N
GENERAL NOTES:
1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A
PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER
ANGLE STEEL TYPE.
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE
WIRES WITH 6" STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE
OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
7. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING
IS ADJACENT TO SWIM BUFFERS STREAMS OR WETLANDS REFER TO SWIM
BUFFER GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL
IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF
FENCE.
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10.DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR
OTHER AREAS OF CONCENTRATED FLOW.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE. INCLUDES CHARLOTTE ETJ
8' MAX.
STEEL POST
rF"
IRE FENCING
Z LTER FABRIC
0 w
c�5 OR 57 WASHED STONE
M
J ,
v m FLOW `'\ -fie
8
4"
ANCHOR SKIRT;
EXCAVATE
TRENCH AND
COMPACT
BACKFILL
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY THE FABRIC
SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED.
NOT TO SCALE
HIGH HAZARD
TEMPORARY SILT FENCE STD. N0 REV
30.06B 15
NOTES:
1 / 1. A STABILIZED ENTRANCE PAD OF 2-3" OF WASHED STONE AND/OR RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO
\ � / A PUBLIC STREET.
<'O 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY
#5 WASHED STONE REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE
SWEPT BACK ONSITE ON A NIGHTLY BASIS.
W.
ol
q\ STORAGE 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA
AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
M.
lo
o o 6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANY
STREET WITH AN EXISTING SIDEWALK TO REMAIN OPEN DURING CONSTRUCTION.
0 0 7. FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION.
STORAGE
AREA o o
CATCH
BASIN 00' MIN.
i
PUBLIC STREET
J III III III III III Ili
EXISTING GROUND II SOIL STABILIZATION FABRIC
II
UNDER 2-3" OF WASHED STONE
PLAN VIEW / 1 100' MIN. EX. CONY.
DRIVEWAY APRON
I WITH SIDEWALK AT
BACK OF CURB
(IF RETAINED DURING
w CONSTRUCTION.)
z # WASHED Q
STONEQ
D' w z w
FS\_ - O Q Fj
V)
12" MIN. 00
1f 31 I�III_I'LIIdi '-'J
CATCH
BASIN IIIEI m
ATE m
'11 .3 -4 WIIIWI �
m
SECTION A-AE
NOT TO SCALE NOT TO SCALE
• CITY OF CHARLOTTE
STONE INLET PROTECTION ­STD.NO REV. LAND DEVELOPMENT STANDARDS S TA B O Z E D CONSTRUCTION ENTRANCE STD NO. REV.
30.08 CHARLOTTE- INCLUDES CHARLOTTE ETJ 30.1 1 A 115,
NOTES:
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS
AS LONG AS STORM DRAINAGE IS NOT IMPEDED.
GRATE
1" REBAR FOR BAG
REMOVAL FROM INLET ®,
FILTER
DUMP L(
CATCH BASIN
INSTALLATION
DEFLECTOR REQUIRED WHEN USED ON
EXISTING MAINTAINED STREETS.
DEFLECTOR SHALL BE PLACED SUCH THAT
IT WILL NOT COMPLETELY OBSTRUCT STORM
WATER FLOW FROM ENTERING VIA THE CURB
OPENING. ENSURE NO MORE THAN 25% OF
CURB OPENING IS OBSTRUCTED.
DUTLET
NOT TO SCALE
CATCH BASIN INLET PROTECTION STD. NO. REV.
30.15 13,
0
0
SEE APPROVED
PRESERVATION F
REQUIRED RADIU
OF TREE BARRIE
PLAN VIEW OF ROOT ZONE
ONE FOC
INCH OF
OR 1/2
FOR PRUNING SEE WHICHEVI
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
DEAD TREES AND SCRUB OR UI
GROWTH SHALL BE CUT FLUSH
ADJACENT GRADE. NO GRUBBIN
ALLOWED UNDER DRIP LINE.
2"x4" STANDARDS + V'0" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
• CITY OF CHARLOTTE
h LAND DEVELOPMENT STANDARDS
CHARLOTTE. INCLUDES CHARLOTTE ETJ
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
TREE PROTECTION DETAIL
RK MULCH, PLACE BARK
i AT AREAS NOT
CTED BY BARRIER.
NOT TO SCALE
40.02
0
U RBAN
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
R 704.334.3305
u rbandesign partners.
com
nc firm no: P-0418
sc coa no: C-03044
U
U
0
j N
J
o00
C\l
J
z
O
(1)
c�
.�
Q)
L
m p
O
M
00 S.-
U
=
0-) 0
LO
•
r
4-1
W
c
QN
00
N
O
Z
O
OCz
0
Cz
U
a�
00
OCO
T
N
W
r
z
U)
W
rr
m
W
Q
b
Z
Project No: 19-133
Date: 09.30.2020
Designed by: UDP
Drawn By: UDP
Sheet No:
C-804

ANNA MILL
PID # 0810
BLOCK 4 SEC
MB 151
ZONED: R
USE: SINGLE l
RESIDENTI
7
ERIN T THOMAS AND
SCOTT BOULET
PID # 08709910
BLOCK 4 SECTION 2
MB 751-43
ZONED: R-5
USE: SINGLE FAMILY
RESIDENTIAL
I n
I �
� I
MILDRED M DIAGO%N0. _ — L
ELLORENZO DIAGO w Z
PID # 08109911
BLOCK 4 SECTION 2
MB 151-43
ZONED:R-5
USE. SINGLE FAMILY
RESIDENTIAL
ti
I I
z
R-5 ZONING
B— i ZONING
ALLTIME FACTORS, INC
PID #: 08109912
BLOCK 4 SECTION 2
MB 151-43
ZONED: B-1
USE: COMMERCIAL
II
EXIST. WALL TO PROVIDE SCREENING
FROM ADJACENT PROPERTY
SIDEWALK & UTILIT
(DB
— — W — — — —
THOMAS FII RnnNF ANn
I I\V1 . J I I\LL I 11\LL 1 V lvin I1 l I
1 SEIGLE AVENUE EXIST. ELMS ON SEIGLE AVENUE
1 50' PUBLIC R/W
1
1 CDOT MAINTAINED
25 MPH SPEED LIMIT
1
ti I ii ! PLANT LEGEND
TREES CODE BOTANICAL / COMMON NAME
of
61D
LSR
LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' TM / ROUND -LOBED SWEET GUM
URBAN
QBB
QUERCUS BICOLOR BONNIE AND MIKE TM / BEACON OAK
D E S I G N
QRU
QUERCUS RUBRA / RED OAK
PARTNERS
1318-e6 central ave. P 704.334.3303
charlotte, nc F 704.334.3305
UPA
ULMUS PARVIFOLIA 'ALLEE' / ALLEE LACEBARK ELM
urbandesignpartnertners.com
nc firm no: P-0418
sc coa no: C-03044
SHRUBS CODE BOTANICAL / COMMON NAME
LCR LOROPETALUM CHINENSE RUBY' / RUBY LOROPETALUM
000(J00000000000
000000� N °CAIQO
SING LANDSCAPE REQUIREMENTS: �i ----
BUFFERS AND SCREENING:
ALL PARKING SPACES, DUMPSTERS, AND RECYCLING CONTAINERS MUST BE SCREENED FROM PUBLIC RIGHTS
OF WAY AND ADJACENT PROPERTIES.
ALL METER BANKS AND HVAC RELATED MECHANICAL EQUIPMENT WILL BE SCREENED FROM E. 15TH STREET,
SEIGLE AVE AND ADJACENT PROPERTIES.
09/30/2020
INTERNAL TREES:
ALL NEW PARKING SPACES MUST BE WITHIN 40 FEET OF THE TRUNK OF A TREE.
ONE TREE REQUIRED PER 10,000 SF OF IMPERVIOUS AREA.
TOTAL IMP. AREA = 17,248 SF/10,000 SF = 1.7 = 2 TREES REQUIRED i
2 PROPOSED TREES PROVIDED*
*EXISTING TREES IN REAR AND SIDE YARDS TO COUNT TOWARD INTERNAL TREE REQUIREMENT V ~O
U > N
PERIMETER (STREET) TREES: J C) �
U
1 LARGE TREE ON 40 FOOT CENTERS OR 1 SMALL TREE ON 30 FOOT CENTERS WHERE THERE ARE 0 � z
OVERHEAD UTILITIES.
LO
E. 15TH ST: 150 LF / 40 = 3.75 = 4 LARGE MATURING TREES REQ'D = .i 00 p
4 PROP. TREES PROVIDED (3 IN LANDSCAPE STRIP & 1 IN REAR YARD)*** O M
SEIGLE AVE: 150 LF / 40 = 3.75 = 4 LARGE MATURING TREES REQ'D** _ U
2 EXISTING ELM TREES TO REMAIN
2 PROP. TREE PROVIDED (1 IN LANDSCAPE STRIP & 1 IN REAR YARD)***
***DUE TO DRIVEWAY WIDTH AND LOCATION OF UTILITIES AND SIDEWALK, IT IS NOT POSSIBLE TO
PROVIDE THE REQUIRED TOTAL OF TREES ALONG THE STREET FRONTAGE. 2 REMAINING REQUIRED
TREES ARE LOCATED WITHIN THE SITE.
m
CPCOMMERCIAL TREE SAVE AREA:
7`0 -T IN URBAN ZONES LOCATED IN WEDGE AREAS, A MINIMUM OF 15% OF THE OVERALL COMMERCIAL SITE MUST
Cl) BE PRESERVED AS TREE SAVE AREA. FOR ANY TREE SAVE AREA NOT PRESERVED THE FOLLOWING
A MEASURES MAY BE CHOSEN, INDIVIDUALLY OR IN COMBINATION, SUCH THAT THE MEASURES ARE EQUAL TO
Do
150 PERCENT OF ANY PORTION OF THE COMMERCIAL TREE SAVE AREA NOT PRESERVED AS REQUIRED
m ABOVE. A. PLANT OR REPLANT TREES AT A RATE OF 36 TREES PER ACRE ON -SITE. B. PROVIDE
-I AMENITIZED TREE AREA THAT MEETS THE FOLLOWING:
1. TREES MUST BE PLANTED AT 36 TREES PER ACRE ON -SITE.
2. PLANTING AREAS SHALL BE A MINIMUM OF 10 FEET WIDE.
' 3. NO MORE THAN 25% OF IMPERVIOUS PAVED AREAS WITHIN THE AMENITIZED TREE AREA WILL BE
ALLOWED. GRAVEL PATHWAYS IN AMENITIZED TREE AREAS WILL BE CONSIDERED PERVIOUS.
,1 4. TREES MAY BE PLANTED IN ALTERNATIVE LOCATIONS, SUCH AS BUT NOT LIMITED TO ROOFTOPS,
-r' PERMANENT PLANTERS, RAISED OR AT GRADE PLAZAS, OVER PARKING DECKS, OR OTHER LOCATIONS LO
APPROVED BY THE CITY. PLANTING IN ALTERNATIVE LOCATIONS SHALL BE PER THE LAND DEVELOPMENT
STANDARDS MANUAL OR AS APPROVED BY THE CITY.
5. AMENITIES MAY INCLUDE, BUT ARE NOT LIMITED TO IRRIGATION, LANDSCAPING, GRASS, SEATING, LO
I PATHWAYS AND LIGHTING OR OTHER ITEMS, AS APPROVED BY THE CITY. C)
I NO STRUCTURE WILL BE ALLOWED WITHIN TEN FEET OF THE TREE SAVE AREA. A BUILDING RESTRICTION 00
MUST BE NOTED ON THE RECORD PLAT IN ACCORDANCE WITH THE TREE ORDINANCE GUIDELINES. FOR N
URBAN ZONES THE TEN -FOOT BUILDING RESTRICTION MAY BE COUNTED TOWARD THE TREE SAVE AREA U
REQUIREMENT AS LONG AS THIS AREA 11 CONTINUOUSLY AND DIRECTLY ABUTS A TREE SAVE AREA, AND (y j z
REMAINS PERVIOUS. HOWEVER, REGULATORY TREES MAY NOT BE PLANTED WITHIN THIS TEN -FOOT AREA.
TOTAL SITE AREA = 22,553 SF = (.0.52 AC) X 15% = 3,383 SF (.08 AC) TREE SAVE AREA REQUIRED 0
995 SF (0.02) AC TREE SAVE AREA PROTECTED W
2,388 SF (0.06 AC)*(150%) = 3,582 SF (0.08) AC REPLANTED TREE SAVE REQUIRED 0_0
3,585 SF (0.08) AC REPLANTED TREE SAVE AREA PROVIDED 6
0. TREES PER ACRE REQUIRED ♦ 1 Q
0.08 AC*(36 TREES) = 2.88 TREES = 3 TREES REQUIRED V
3 TREES PROVIDED
Cn
XXX PLANT CODE
N
xx PLANT QUANTITY
NOTES:
m
MELT �
IF GRAPHIC REPRESENTATION OF PLANTINGS ON PLANS DO NOT MATCH QUANTITIES IN PLANT SCHEDULE, GRAPHIC
REPRESENTATION OF PLANTINGS WILL GOVERN.
TREES NOT IN A LANDSCAPE BED SHALL RECEIVE A 4' DIAMETER MULCH RING.
I
N FULL LANDSCAPE SCHEDULE ON SHEET LS-2.0
CITY TREE PLANTING AND PRESERVATION NOTES ON SHEET LS-2.0
z
O
Ln
w
Ir
m
Q
ohL
O� O
z
BEFORE YOU DIOI
S i CALL 8" OR 1-800-632-4949 Project No: 19-133
N.C. ONE —CALL CENTER
N I IT'S THE LAWI Date: 09.30.2020
I I
I Designed by: UDP
17111 Drawn By: UDP
' I
I I
N Sheet No:
I I GRAPHIC SCALE
10 0 5 10 20
LS-1
0
1 INCH = 10 FEET ■

1. REMOVE WIRE AND NYLON TWINE FROM BALL AND
CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER
INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR
UPON REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN
A LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4" NYLON STRAP -
ROOT CROWN TO
BE AT FINISH GRADE
4" HIGH / 6" WIDE MAXIMUM
BERM OUTSIDE OF ROOTBALL
3 - 1"x2"x18" WOOD STAKES
WITH CENTERED 3/8" HOLE
DRIVEN IN LINE WITH STRAP
EQUALLY SPACED AROUND TREE
NOTES:
1,
SCARIFY ROOT MASS OF
CONTAINERIZED PLANT MATERIAL.
2,
INSTALL CONTAINERIZED PLANTS AT
FINSHED GRADE
3.
TAMP PLANTING MIX FIRMLY
AS PIT IS FILLED AROUND
EACH PLANT BALL.
=GL�
4.
OMIT COLLAR AROUND EACH SHRUB
6• SLIP KNOT WITH STOP KNOT.
6" LARGER THAN TREE DWAETER
WHEN IRRIGATION SYSTEM IS PRESENT
MULCH AWAY FROM
5.
SOAK EACH PLANT BALL AND
VKEEP
TRUNK I" To 2•
PIT IMMEDIATELY AFTER
-4" MAXIMUM LAYER OF MULCH
INSTALLATION.
REMOVE TYPICAL EXCESS SOIL
FROM ROOT CROWN
REMOVE TOP 1/3 BURLAP UNDISfURBEO SOIL
AND ANY NAILS/PINS, ETC.
ROOT BALL DIA. 12"
REMOVE TOP 1/3 OF WIRE VARIES
BASKET WHERE PRESENT
RAISE PR BOTTOM TO SET ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' 1624" 16"
3" 14-16' 18' 32" 21"
TREE PLANTING FOR
SINGLE AND MULTI -STEM TREES
w
w
U)
X
w
FINISH GRADE
CROWN HEIGHT
IN INCHES
EQUALS MEDIAN
AS SPECIFIED WIDTH IN FEET
TO 12" MAX. FINAL
GRADE
10' (EX,)
-10' (EX.�� EXISTING
GRADE
TYPICAL BED CROWNING
SCALE: NTS
CLDSM 40.01
EXIST. TREE
# 4 REBAR
12" ON CENTER /-6" THICK SIDEWALK ON WASHED STONE
EXP. JOINT /­ EXP. JOINT
B
4" THI
SIDEW
B
HICK
WALK
GROOVE JOINT REBAR "CHAIRS" A GROOVE JOINT
SECTION A -A
ZEBAR
,R "CHAIRS"
CFI ILL
3:1 SLOPE)
.,,.,.JUND/PROTECT ROOTS
WITH #57 STONE
(DEPTH VARIES)
EXIST. TREE
# 4 REBAR
12" ON CENTER
EXIST.4" THICK SIDEM
TYP. COLD
MIN. 2" H1
4" LAYER
OF APPROVEC
MULCH
`V" TRENCH AROUt
ENTIRE PLANTING I
EDGE 0
PLANTINv ow
SHRUB PLANTING BED
PLACE WASHED STONE CAREFULLY / L- #57 STONE
TO AVOID DAMAGE TO EXISTING ROOTS L
DO NOT COMPACT SOIL
JOINT
6" THICK SIDEWALK
- EXP. JOINT
• CITY OF CHARLOTTE REINFORCED CONCRETE SIDEWALK
LAND DEVELOPMENT STANDARDS STD. NO.
CHARLOTTE_ INCLUDES CHARLOTTE ETJ (BRIDGING TREE ROOTS) 140.11
PLANT SCHEDULE
TREES CODE QTY BOTANICAL / COMMON NAME
CONT CAL
SIZE
• LSR 3 LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' TM B & B 3" CAL 10'-12' HT
ROUND -LOBED SWEET GUM
• QBB 1 QUERCUS BICOLOR 'BONNIE AND MIKE TM B & B 2" CAL 10'-12' HT
BEACON OAK
• QRU 4 QUERCUS RUBRA B & B 2" CAL 10'-12' HT
RED OAK
• UPA 1 ULMUS PARVIFOLIA 'ALLEE' B & B 3" CAL 10'-12' HT
ALLEE LACEBARK ELM
SHRUBS CODE QTY BOTANICAL / COMMON NAME CONT MIN HEIGHT MIN WIDTH SPACING
LCR 2 LOROPETALUM CHINENSE 'RUBY' 7 GAL 24" 24" AS SHOWN
0
RUBY LOROPETALUM
xxx PLANT CODE
XX PLANT QUANTITY
NOTES:
IF GRAPHIC REPRESENTATION OF PLANTINGS ON PLANS DO NOT MATCH QUANTITIES IN PLANT SCHEDULE, GRAPHIC REPRESENTATION OF PLANTINGS WILL
GOVERN.
TREES NOT IN A LANDSCAPE BED SHALL RECEIVE A 4' DIAMETER MULCH RING.
LIMITS OF IRRIGATION INCLUDE DENOTED LANDSCAPE BEDS, ALL SOD/SEED AREAS, AND TREES NOT LOCATED IN A LANDSCAPE BED.
ALL DISTURBED AREAS SHALL IN A LANDSCAPE BED SHALL RECEIVE SOD/SEED. CONTRACTOR TO VERIFY WITH LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
SPACING VARIES
SEE LANDSCAPE PLAN
" EACH PLANT BALL TO
MINIMIZE SETTLEMENT
TYPICAL PLANTING BED DETAIL
(P.
TAGGERED
ROWS
EQUAL SPACING J EDGE OF
BETWEEN ALL PLANTS BPELANTING
TYPICAL PLANTING BED PLAN
REMARKS
STRAIGHT TRUNK, CENTRAL LEADER, GOOD
FOLIAGE, FULL CROWN
STRAIGHT TRUNK, CENTRAL LEADER, GOOD
FOLIAGE, FULL CROWN
STRAIGHT TRUNK, CENTRAL LEADER, GOOD
FOLIAGE, FULL CROWN
STRAIGHT TRUNK, GOOD FOLIAGE, FULL
CROWN
REMARKS
FULL, HEALTHY FOLIAGE
TOP
TALL DIAMETER
SOIL LINE
2" MAXIMUM OF SOIL
COVERING ACCEPTABLE
)WN
TOP OF BALL
AS DUG
NATURAL SOIL LINE
ALL DIAMETER
EFFECTIVE BALL DIAMETER
UNACCEPTABLE SOIL
COVERING
CROWN
U R B
A
N
DESIGN
PARTNERS
1318-e6 central ave.
P 704.334.3303
charlotte, nc 28205
F 704.334.3305
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
ACCEPTABLE CONDITION
UNACCEPTABLE CONDITION °0000000000000000
(AS DELIVERED)
(AS DELIVERED)
NOTE:
A ROOT COLLAR EXCAVATION FOR ALL TREES SPECIFIED WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT to -Ao M012
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE � w� _°
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST o °o!;V y�o°° o
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT CROWN, THESE TREES WILL BE REJECTED. °°o�Oj °Ooo°°00000°-�°°°
-
"0000000000
SCALE: NTS ROOT CROWN DEPTHS SCALE: NTS
CLDSM40.05 (TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS) CLDSM40.09 09/30/2020
TREE PLANTING & PRESERVATION REQUIREMENTS: GENERAL PLANTING NOTES:
PLANT MATERIAL 1. QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE
1. MINIMUM TREE SIZE AT PLANTING IS 2" CALIPER AND 8' TALL FOR SINGLE -STEM TREES. ALL MULTI -STEM CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT ASSUMES
PLANTS MUST BE TREE FORM. MINIMUM TREE SIZE AT PLANTING IS 2-INCH CALIPER (FOR SINGLE STEM NO LIABILITY FOR ERRORS OR OMISSIONS. HIS ESTIMATES ARE ONLY AN AID FOR CLARIFICATION OF UNITS AND
TREES). ALL MULTI -STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 10' TALL. A CHECK FOR THE CONTRACTOR TO COMPARE WITH HIS OWN ESTIMATES. DIFFERENCES SHALL BE BROUGHT TO
WHERE 3" SINGLE -STEM CALIPER TREES ARE SPECIFIED/REQUIRED THE MINIMUM HEIGHT SHALL BE 10' TALL, THE ATTENTION OF THE LANDSCAPE ARCHITECT. NO EXTRA COMPENSATION SHALL BE ALLOWED FOR EXTRA
IF MULTI -STEM TREES ARE SPECIFIED THEN THEY SHALL BE A MINIMUM OF 12, TALL. QUANTITIES NECESSARY TO COMPLETE THE WORK. U ~o
2. ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS INTACT TO THE TOP OF THE (D
CROWN UNLESS MULTI -STEM TREES ARE SPECIFIED. ALL REQUIRED TREES SHALL BE TYPICAL OF THEIR 2. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF PLANT MATERIALS ACCORDING TO THE i �
SPECIES AND VARIETY, HAVE NORMAL GROWTH HABITS, HAVE WELL -DEVELOPED BRANCHES, BE VIGOROUS AND DRAWINGS AND PLANT SCHEDULE. CONTRACTOR SHALL PROVIDE SPECIFIC CULTIVARS AND/OR VARIETIES AS J Q N
HAVE FIBROUS ROOT SYSTEMS. TREES WITH MAJOR GIRDLING ROOTS WILL NOT BE ACCEPTED. TREES WITH INDICATED ON THE PLANT SCHEDULE. ANY SUBSTITUTIONS INSTALLED WITHOUT PRIOR APPROVAL OF J >, U
CO -DOMINANT BRANCHING WILL NOT BE ACCEPTED. TREES THAT HAVE BEEN SHEARED, TOPPED OR CUT BACK LANDSCAPE ARCHITECT WILL BE REJECTED AND SHALL BE REPLACED BY THE CONTRACTOR AT NO EXTRA COST z
TO MULTIPLY THE BRANCHING STRUCTURE WILL NOT BE ACCEPTED. TREES SHALL BE FREE OF ABRASIONS, TO THE OWNER. > dj
DAMAGE, DISEASE, PESTS AND CRACKS. ALL PRUNING CUTS GREATER THAN 1% INCH DIAMETER SHALL HAVE 'L m
CALLUS TISSUE FORMED PRIOR TO PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BE MORE THAN 3. PLANTING PLANS INDICATE DIAGRAMMATIC LOCATIONS ONLY. SITE ADJUSTMENTS OF PLANTING DESIGN AND = L
RELOCATION OF PLANT MATERIALS DUE TO ON SITE CONDITIONS SHALL BE APPROVED BY THE LANDSCAPE _
ONE-HALF THE DIAMETER OF THE CENTRAL LEADER AT THE HEIGHT WHERE THE CUT WAS MADE. ROOT � C� �
FLARES SHALL BE LOCATED AT GRADE. TREES WITH MORE THAN 2" OF SOIL COVERING THE ROOT BALL/FLARE ARCHITECT PRIOR TO INSTALLATION. PLANTS INSTALLED PRIOR TO LANDSCAPE ARCHITECT'S APPROVAL ARE r 1 = rn U
FROM WILL NOT BE ACCEPTED (CLDS.40.09). SUBJECT TO RELOCATION BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. �.J T
3. SIZE OF REQUIRED PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI 4. PLANTS SHALL BE SPECIMEN QUALITY AND SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL -BRANCHED,
Z60.1 (LATEST EDITION) AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION, EXCEPT AND DENSELY FOLIATED WHEN IN LEAF. PLANT MATERIAL SHALL BE FIRST QUALITY STOCK AND SHALL
WHERE SPECIFIED/AUTHORIZED BY URBAN FORESTRY. CONFORM TO THE CODE OF STANDARDS SET FORTH IN THE CURRENT EDITION OF THE AMERICAN STANDARDS
4. ALL REQUIRED TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM IN SIZE AND FOR NURSERY STOCK SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.
CONFIGURATION.
5. PERIMETER TREES IN URBAN ZONES SHALL BE 3" IN CALIPER AND BE FREE OF BRANCHES UP TO 6' FROM 5. HEIGHT AND SPREAD DIMENSION SPECIFIED REFER TO THE MAIN BODY OF THE PLANT AND NOT FROM
THE TOP OF ROOT CROWN (BALL). BRANCH TIP TO TIP. IF A RANGE OF SIZE IS GIVEN, NO PLANT SHALL BE LESS THAN THE MINIMUM SIZE AND
6. A MINIMUM OF 50% OF NEW TREES MUST BE NATIVE SPECIES, AND SITES WITH MORE THAN 20 TREES NOT LESS THAN 50% OF THE PLANTS SHALL BE AS LARGE AS THE MAXIMUM SIZE SPECIFIED.
REQUIRED WILL HAVE TO INSTALL MULTIPLE (3 OR MORE) SPECIES PURSUANT TO THE TREE ORDINANCE
GUIDELINES. 6. SHADE TREES SHALL HAVE A STRONG CENTRAL LEADER UNLESS OTHERWISE SPECIFIED.
7. 75% OF REQUIRED TREES MUST BE LARGE MATURE SPECIES EXCEPT IN SITUATIONS WITH OVERHEAD POWER
LINE CONFLICTS. 7. LEAVES MUST BE OF MEDIUM FOLIAGE, ALL GOOD LEAVES, MAXIMUM OF 10% CHLOROSIS ALLOWED, WITH NO
EXTREME SUCCULENCE PLACE PLANTS UPRIGHT AND TURNED SO THAT THE MOST ATTRACTIVE SIDE IS VIEWED.
PLANTING REQUIREMENTS MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL.
8. SEE CLDS 40.01 & 40.09 (ON PLAN) FOR DETAILED TREE PLANTING REQUIREMENTS. 8. ROOTS MUST BE STURDILY ESTABLISHED IN BALL THAT HAS BEEN TIGHTLY WRAPPED AND SECURELY TIED
9. PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE CLDS 40.01 FOR APPROVED STAKING WITH TWINE OR WIRE, OR PINNED.
METHOD/MATERIALS.
10. ALL STRAPPING, AND TOP 1/3 OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND REMOVED FROM ROOT 9. PLACE PLANTS UPRIGHT AND TURNED SO THAT THE MOST ATTRACTIVE SIDE IS VIEWED.
BALL WHEN PLANTING.
11. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE 10. PROVIDE 4" THICKNESS MULCH AT ALL PLANTS AND PLANTING BEDS. MULCH SHALL BE SINGLE
COMPACTED SOIL AND ADD 18" NEW TOPSOIL, OR TILL AND AMEND THE TOP 18" OF EXISTING SOIL TO MEET HAMMERED HARDWOOD MULCH (UNLESS NOTED OTHERWISE). IT SHALL BE CLEAN, FRESH, AND FREE OF
TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET). STICKS, BRANCHES, SOIL OR OTHER FOREIGN MATERIAL. LO
12. TREES PLANTED ON PUBLIC PROPERTY WILL NEED APPROVAL FROM THE CITY ARBORIST AND/OR NCDOT. 11. BACKFILL PLANTING MIXTURE SHALL BE ONE PART APPROVED PLANTING SOIL MIXED WITH ONE PART
13. REVIEW SOIL REQUIREMENTS IN THE TREE ORDINANCE GUIDELINES AT: HTTP: //CHARLOTTENC.GOV/LD THEN NATIVE SOIL FROM THE TREE PIT OR SHRUB BED AREA. LANDSCAPE CONTRACTOR SHALL SUBMIT SAMPLES OF LO
CLICK TREES. PLANTING SOIL TO BE USED TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PLANTING. V, O
UTILITY ISSUES 12. PLANTS SHALL BE SUBJECT TO REVIEW BY LANDSCAPE ARCHITECT AT NURSERY OR ON SITE PRIOR TO 70 00
14. IF ANY UTILITY IS BEING INSTALLED IN OR NEAR ANY REQUIRED TREE(S) OR TREE SAVE AREA(S), CALL URBAN PLANTING. LANDSCAPE ARCHITECT WILL BE THE SOLE JUDGE OF THE QUALITY AND ACCEPTABILITY OF CV
FORESTRY SPECIALIST TO RESOLVE PRIOR TO UTILITY INSTALLATION. MATERIALS AND PLACEMENT. CONTRACTOR SHALL SUBMIT PHOTOS OF ALL TREES WITH BID SUBMITTAL IF
15. LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25' OF OVERHEAD POWER DISTRIBUTION OR REQUESTED BY LANDSCAPE ARCHITECT OR OWNER. }� z
TRANSMISSION LINES.a)
16. IF TREES CONFLICT WITH ANY UTILITIES OR SIGNS; CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING. 13. THE LANDSCAPE CONTRACTOR SHALL TAKE SOIL SAMPLES FROM ALL PARTS OF THE SITE AND SHALL O
17. ADJUST TREE PLANTING LOCATIONS TO AVOID EXISTING UNDERGROUND UTILITIES. PLANT 15' FROM ALL HAVE THEM TESTED BY THE LOCAL COUNTY AGENT. THE CONTRACTOR SHALL PROVIDE ONE COPY OF THE Q �
UNDERGROUND UTILITIES. TEST RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO ORDERING PLANT MATERIALS OR MAKING ANY O
18. NO LIGHT POLES, UTILITIES OR TRANSFORMERS CAN BE INSTALLED IN TREE ISLANDS. AMENDMENTS TO THE ON SITE SOIL. ANY SOIL AMENDMENTS REQUIRED AS INDICATED BY THE SOIL TEST ^1 M
19. COMMERCIAL SCALE LIGHTING (> 15' IN HEIGHT) MUST BE A MINIMUM DISTANCE OF 30' FROM A TREE. SHALL BE PROVIDED BY THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE W
PEDESTRIAN SCALE LIGHTING (5 15' IN HEIGHT) MUST BE A MINIMUM DISTANCE OF 15' FROM A TREE. SHOW LANDSCAPE ARCHITECT OF AMENDMENTS AND OBTAIN A WRITTEN APPROVAL FOR PROPOSED AMENDMENTS. ^
SITE LIGHTING ON LANDSCAPE PLAN. U
14. FERTILIZER SHALL BE A COMPLETE FERTILIZER; 50% OF NITROGEN OF WHICH IS DERIVED FROM NATURAL CI]
TREE SAVE AND PRESERVATION ORGANIC SOURCES OR UREAFORM. FERTILIZER SHALL BE DELIVERED TO THE SITE IN STANDARD SIZE
20. TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR TO STARTING ANY UNOPENED CONTAINERS WHICH SHOW THE WEIGHT, CHEMICAL ANALYSIS, AND MANUFACTURER. IT SHALL BE U Q
CONSTRUCTION ACTIVITY. STORED IN A DRY LOCATION UNTIL ITS USE. FERTILIZER FOR TREES, SHRUBS, AND GROUNDCOVER AREAS '^ O
21. SHOW TREE PROTECTION AND TREES SAVE AREAS ON EROSION CONTROL, GRADING AND LANDSCAPE PLAN SHALL BE A SLOW RELEASE TYPE AND SHALL BE APPLIED AS FOLLOWS:
SHEETS. 0)
22. COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A FINAL PLAT WITH THE MECKLENBURG COUNTY TREES AND SHRUBS TREES: 1 LB / INCH OF CALIPER -0 Z
REGISTER OF DEEDS BEFORE URBAN FORESTRY HOLDS CAN BE RELEASED. A 10' NO BUILD ZONE AROUND MARCH -MAY 10-10-10 SHRUBS: Y2 LB / INCH HEIGHT
TREE SAVE AREAS MUST BE REFERENCED ON THE PLAT. JUNE-OCTOBER 6-10-10 r
23. TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES. IF AN AREA PROPOSED FOR TREE SAVE NOVEMBER-FEBRUARY 6-12-12 CV
CONTAINS INVASIVE PLANT SPECIES AT TIME OF PROPOSAL, SUCH INVASIVE PLANT SPECIES SHALL BE r
REMOVED PRIOR TO FINAL CO. 15. LANDSCAPE CONTRACTOR SHALL PERFORM PERCOLATION TESTS IN ALL TREE PITS. IF PITS DO NOT DRAIN
24. THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC.) CAN NOT BE COUNTED TOWARD THE TREE WITHIN 30 MINUTES, CONTACT LANDSCAPE ARCHITECT AND DO NOT PLANT THE TREE WITHOUT ON SITE
SAVE REQUIREMENT. INSPECTION OF DRAINAGE. LANDSCAPE ARCHITECT MAY REQUIRE ADDITIONAL SUBSURFACE DRAIN LINES FROM
25. ANY ALTERATIONS TO TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT MECHANIZED EQUIPMENT. THE TREE PITS.
26. NO STRUCTURE WILL BE ALLOWED WITHIN 10' OF TREE SAVE AREAS UNLESS APPROVED BY URBAN FORESTRY.
27. ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND REMOVAL MUST BE PERMITTED BY THE CITY ARBORIST 16. IF SURFACE DRAINAGE IS NOT SUFFICIENT (STANDING WATER) NOTIFY LANDSCAPE ARCHITECT IN WRITING
[phone]. BEFORE INSTALLING THE PLANTS, OTHERWISE CONTRACTOR SHALL BE TOTALLY REPONSIBLE FOR THE
28. CONTACT URBAN FORESTRY SPECIALIST PRIOR TO ANY CRANE SET-UP, MACHINERY OPERATION OR GUARANTEE AND LIVABILITY OF THE PLANTS.
TEMPORARY BUILDING ERECTION THAT MAY IMPACT CHARLOTTE TREE ORDINANCE PROTECTED TREES OR TREE
SAVE AREAS, INCLUDING TREES LOCATED IN STREET RIGHT OF WAY. IMPACTS MAY INCLUDE BUT ARE NOT 17. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BEFORE DIGGING. THE CONTRACTOR SHALL BE FULLY
LIMITED TO: ENCROACHING WITHIN TREE DRIP -LINES, EXCAVATION, SOIL COMPACTION, TREE TRIMMING, RESPONSIBLE FOR ALL DAMAGE OF UNDERGROUND OR OVERHEAD UTILITY LINES.
ERECTING AND DISMANTLING OF CONSTRUCTION CRANES.
18. CERTIFICATE OF INSPECTION AS MAY BE REQUIRED BY LAW FOR TRANSPORTATION OF PLANT MATERIALS
GENERAL SHALL ACCOMPANY EACH INVOICE FOR EACH SHIPMENT OF PLANTS. CERTIFICATES SHALL BE FILED WITH
29. SUBMIT REQUIRED CO/HOLD RELEASE FORM AT HTTP: //CHARLOTTENC.GOV/LD FOR AN INSPECTION OF TREE LANDSCAPE ARCHITECT PRIOR TO ACCEPTANCE OF MATERIAL. INSPECTION BY STATE OR FEDERAL AUTHORITIES (jj
PROTECTION/PLANTING AREAS, A MINIMUM OF 5 DAYS BEFORE THE CO/HOLD RELEASE IS NEEDED. AT THE PLACE OF GROWTH DOES NOT PRECLUDE REJECTION OF THE MATERIAL BY THE LANDSCAPE ARCHITECT. ZO
30. VISIT CITY OF CHARLOTTE'S LAND DEVELOPMENT WEBSITE FOR ADDITIONAL INFORMATION AND URBAN 19. ALL PLANT MATERIALS AND INSTALLED LANDSCAPE SUPPLIES SHALL BE WARRANTED FOR A PERIOD OF CO
FORESTRY REQUIREMENTS: HTTP: //CHARLOTTENC.GOV/LD THEN CLICK TREES. ONE YEAR AFTER FINAL ACCEPTANCE OF THIS PROJECT. w
M
TOPSOIL/PLANTING MIX - MINIMUM REQUIREMENTS: 20. CONTRACTOR'S PRICES SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THE WORK
31. WHERE PAVEMENT CUTOUTS ON RENOVATED SITES ARE REQUIRED AND/OR WHERE NEW PLANTING STRIPS OR (i.e. MULCH, PLANTING, SOIL MIX, WOOD AND WIRE STAKING MATERIAL, ETC.).
ISLANDS ARE REQUIRED, ALL PAVEMENT, CONSTRUCTION DEBRIS AND GRAVEL SUB -BASE MUST BE REMOVED Cp
BEFORE PREPARING SOIL AND PLANTING TREES. EXISTING COMPACTED SOIL MUST BE REMOVED AND REPLACED 21. THE COMPLETION OF THE CONTRACT WILL BE ACCEPTED AND NOTICE OF COMPLETION RECORDED ONLY
WITH 24" OF TOPSOIL/PLANTING MIX -OR- EXISTING SOIL MAY BE UNCOMPACTED TO A DEPTH OF 24" AND WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT, OWNER,
AMENDED TO MEET TOPSOIL STANDARDS FOR THE ENTIRE PLANTING AREA. AND THE OWNER'S CONSTRUCTION REPRESENTATIVE. WITHIN TEN DAYS NOTICE BY THE CONTRACTOR OF
32. SOIL IN ALL PLANTING STRIPS OR ISLANDS, WHETHER EXISTING OR NEW(ON NEW OR RENOVATED SITES), MUST SUBSTANTIAL COMPLETION THE LANDSCAPE ARCHITECT WILL INSPECT THE PROPERTY. HE WILL EITHER p
MEET THE MINIMUM TOPSOIL/PLANTING MIX SPECIFICATIONS. SOIL AMENDMENTS OR FRESH TOPSOIL/PLANTING APPROVE THE WORK FOR THE OWNER'S ACCEPTANCE OR WILL ISSUE A "PUNCH LIST" OF ITEMS TO BE
MIX ARE OFTEN NEEDED FOR PLANTING AREAS AT SITES WHERE ORIGINAL TOPSOIL IS OF POOR QUALITY, COMPLETED OR CORRECTED. IF A PUNCH LIST IS ISSUED, FINAL ACCEPTANCE WILL BE DONE AS SOON AS THE
HEAVILY COMPACTED OR WHERE TOPSOIL HAS BEEN COMPLETELY REMOVED DURING GRADING. CONTRACTOR COMPLETES ALL PUNCH LIST ITEMS. z
33. TOPSOIL/PLANTING MIX SHOULD BE NATURAL, FERTILE, AGRICULTURAL SOIL CAPABLE OF SUSTAINING VIGOROUS
PLANT GROWTH. IT SHOULD BE UNIFORM COMPOSITION THROUGHOUT, WITH ADMIXTURE OF SUBSOIL. IT SHOULD 22. AMENDED SOIL MEDIA REQUIREMENTS: A PLANTING MIX MAY BE DEVELOPED THAT WILL BE AN
BE FREE OF STONES, LUMPS, LIVE PLANTS AND THEIR ROOTS, STICKS AND OTHER EXTRANEOUS MATTER. ACCEPTABLE PLANTING MEDIA BY AMENDING THE EXISTING SOIL OR BY REMOVING THE EXISTING SOIL AND
TOPSOIL SHOULD NOT BE USED WHILE IN A FROZEN OR MUDDY CONDITION. REPLACING IT WITH NEW PLANTING MIX. THE PLANTING MIX SHALL HAVE UNIFORM COMPOSITION Project No: 19-133
34. TOPSOIL/PLANTING MIX SHALL HAVE AN ACIDITY RANGE OF PH 5.5-7.0 AND THE FOLLOWING COMPOSITION: THROUGHOUT, WITH A MIXTURE OF SUBSOIL. IT SHALL BE FREE OF STONES, LUMPS, LIVE PLANTS AND
CLAY (RED CLAY, WELL PULVERIZED) MINIMUM 10%; MAXIMUM 35% THEIR ROOTS, STICKS, AND OTHER EXTRANEOUS MATTER. IT SHALL CONTAIN NO MAN MADE MATERIALS Date: 09.30.2020
COMPOST*/ORGANIC MINIMUM 5%; MAXIMUM 10% UNLESS OTHERWISE SPECIFIED. PLANTING MIX SHALL NOT BE USED WHILE IN A FROZEN OR MUDDY
SILT MINIMUM 30%; MAXIMUM 50% CONDITION. Designed by: UDP
COARSE SAND (FREE OF ROCKS, 0.5 TO 1.0 MM F) MINIMUM 30%; MAXIMUM 45%
*ORGANIC MATERIAL SUCH AS SAWDUST OR LEAF MOLD THAT HAS COMPLETED THE DECOMPOSITION PROCESS. *NOTE: CONTRACTOR TO PROVIDE TEST SAMPLES OF AMENDED SOIL WITH TESTING DATA FOR ALL Drawn B UDP
BED AREAS AMENDED ON SITE. TEST SAMPLES SHALL FALL WITHIN TOLERANCES SHOWN ABOVE. y
PLANTING RECOMMENDATIONS: PLANTING SHALL NOT BEGIN UNTIL SOIL HAS BEEN AMENDED AND SOIL TEST SAMPLES HAVE BEEN
35. ALL PLANTING AREAS SHOULD BE TESTED FOR PROPER DRAINAGE. DRAINAGE SHOULD BE CORRECTED AS REVIEWED AND APPROVED BY OWNER AND LANDSCAPE ARCHITECT. Sheet No:
NECESSARY TO INSURE PROPER TREE GROWTH AND SURVIVAL. THE FOLLOWING LEVEL OF NUTRIENT ELEMENTS
IS RECOMMENDED FOR PROPER GROWTH:
CALCIUM 55 - 80%
MAGNESIUM 10 - 30%
POTASSIUM 5 - 8% LS-200

0 _ 0 0
0
0
CHARLOTTE SITE PLAN NOTES
1.
GENERAL PROVISIONS
COMPRISE OF BRICK, CEDAR SHAKE, WOOD SIDING,
A.
THESE DEVELOPMENT STANDARDS FORM A PART OF
FIBER CEMENT SIDING, STUCCO, MASONRY AND/OR
THE REZONING PLAN ASSOCIATED WITH THE REZONING
OTHER MATERIAL APPROVED BY THE CITY PLANNING
PETITION, FILED BY CoHab LLC (THE PETITIONER),
DIRECTOR.
TO ACCOMMODATE THE DEVELOPMENT OF 28
RESIDENTIAL DWELLING UNITS ON AN APPROXIMATELY
B.
PITCHED ROOFS, IF PROVIDED, SHALL BE
0.5177 ACRE SITE LOCATED ON THE SOUTHWEST
SYMMETRICALLY SLOPED NO LESS THAN 5:12, EXCEPT
CORNER OF SEIGLE AVENUE & 15TH STREET, MORE
THAT ROOFS FOR PORCHES AND ATTACHED SHEDS
PARTICULARLY DEPICTED ON THE REZONING PLAN
MAY BE NO LESS THAN 2:12, UNLESS A FLAT ROOF
(THE "SITE"). THE SITE IS COMPRISED OF TAX PARCEL
ARCHITECTURAL STYLE IS EMPLOYED.
NUMBERS 08109921, 081 0991 4 & 08109913.
C.
PERMITTED SLOPED ROOF MATERIALS ARE ASPHALT
B.
DEVELOPMENT OF THE SITE WILL BE GOVERNED BY
SHINGLES, COMPOSITION SHINGLES, WOOD SHINGLES,
THE REZONING PLAN, THESE DEVELOPMENT
TIN, STANDING SEAM METAL, AND WOOD SHAKES.
STANDARDS AND THE APPLICABLE PROVISIONS OF THE
CITY OF CHARLOTTE ZONING ORDINANCE (THE
D.
THE SCHEMATIC DEPICTION OF SIDEWALKS, DRIVEWAY,
"ORDINANCE").
STREETS AND OTHER DEVELOPMENT MATTERS AND
SITE ELEMENTS (COLLECTIVELY "THE
C.
UNLESS THE ZONING PLAN OR THESE DEVELOPMENT
DEVELOPMENT/SITE ELEMENTS") SET FORTH ON THE
STANDARDS ESTABLISH MORE STRINGENT STANDARD,
REZONING PLAN SHOULD BE REVIEWED IN
THE REGULATIONS ESTABLISHED UNDER THE
CONJUNCTION WITH THE PROVISION OF THESE
ORDINANCE FOR THE MUDD-CD ZONING DISTRICT
DEVELOPMENT STANDARDS. THE LAYOUT, LOCATIONS,
SHALL GOVERN THE DEVELOPMENT AND USE OF THE
SIZES AND FORMULATIONS OF THE DEVELOPMENT/SITE
SITE.
ELEMENT DEPICTED BY THE REZONING PLAN ARE
GRAPHIC REPRESENTATIONS OF THE DEVELOPMENT/
D.
THE DEVELOPMENT AND USES DEPICTED ON THE
SITE ELEMENT PROPOSED. CHANGES TO THE
REZONING PLAN ARE SCHEMATIC IN NATURE AND ARE
REZONING PLAN NOT ANTICIPATED BY THE REZONING
INTENDED TO DEPICT THE GENERAL ARRANGEMENT OF
PLAN WILL BE REVIEWED AND APPROVED AS ALLOWED
SUCH USES AND IMPROVEMENTS ON THE SITE.
BY SECTION 6.207 OF THE ORDINANCE.
ACCORDINGLY, THE ULTIMATE LAYOUT, LOCATIONS AND
SIZES OF THE DEVELOPMENT AND SITE ELEMENT
E.
THE HEIGHT OF THE BUILDING SHALL NOT EXCEED 44
DEPICTED ON THE REZONING PLAN ARE GRAPHIC
FT. TALL AS DETERMINED BY THE ORDINANCE
REPRESENTATIONS OF THE PROPOSED DEVELOPMENT
STANDARDS FOR MEASUREMENT OF HEIGHT.
AND SITE ELEMENTS, AND THEY MAY BE ALTERED OR
MODIFIED IN ACCORDANCE WITH THE SETBACK, YARD,
F.
ALL PRINCIPAL AND ACCESSORY BUILDINGS ABUTTING
LANDSCAPING AND TREE SAVE REQUIREMENTS SET
A NETWORK REQUIRED PUBLIC OR PRIVATE STREET
FORTH ON THIS REZONING PLAN AND THE
SHALL COMPRISE A MINIMUM OF 30% THAT BUILDING'S
DEVELOPMENT STANDARDS, PROVIDED, HOWEVER, THAT
ENTIRE FAQADE FACING SUCH NETWORK STREET USING
ANY SUCH ALTERATIONS AND MODIFICATIONS SHALL
BRICK, NATURAL STONE (OR ITS SYNTHETIC
NOT MATERIALLY CHANGE THE OVERALL DESIGN INTENT
EQUIVALENT) STUCCO OR OTHER MATERIAL APPROVED
DEPICTED ON THE REZONING PLAN. THE SETBACKS,
BY THE PLANNING DIRECTOR.
AS SHOWN ON THE SITE PLAN, ARE: 16' FRONT
SETBACK FROM THE BACK OF CURB ON SEIGLE
G.
LIST THE FOLLOWING AS PROHIBITED BUILDING
AVENUE; 16' SIDE SETBACK FROM THE BACK OF
MATERIALS: VINYL SIDING AS A PROHIBITED EXTERIOR
CURB ON 15TH STREET; 10' SIDE SETBACK ON THE
BUILDING MATERIAL EXCEPT ON HAND RAILS, WINDOWS
SOUTHWEST PROPERTY LINE SHARED WITH THE
OR DOOR TRIM; CONCRETE MASONRY UNITS NOT
ADJACENT COMMERICAL AND A 20' REARYARD
ARCHITECTURALLY FINISHED.
SETBACK AGAINST THE ADJACENT RESIDENTIAL FACING
15TH.
H.
BUILDINGS SHALL BE PLACED SO AS TO PRESENT A
FRONT OR SIDE FAQADE TO ALL NETWORK REQUIRED
E.
FUTURE AMENDMENTS TO REZONING PLAN AND/OR
STREETS (PUBLIC OR PRIVATE); BUILDINGS SHALL
THESE DEVELOPMENT STANDARDS MAY BE APPLIED
FRONT A MINIMUM OF 60% OF THE TOTAL NETWORK
FOR BY THE THEN OWNER(S) OF THE SITE IN
REQUIRED STREET FRONTAGE ON THE SITE (EXCLUSIVE
ACCORDANCE WITH THE PROVISION OF CHAPTER 6 OF
OF DRIVEWAYS, PEDESTRIAN ACCESS, POINTS,
THE ORDINANCE. ALTERATIONS TO THE REZONING PLAN
ACCESSIBLE OPEN SPACE, TREE SAVE OR NATURAL
ARE SUBJECT TO SECTION 6.207 OF THE ORDINANCE.
AREAS, TREE REPLANTING AREAS AND STORM WATER
FACILITIES); PARKING LOTS SHALL NOT BE LOCATED
2.
PERMITTED USES
BETWEEN ANY BUILDING AND ANY NETWORK REQUIRED
A.THE SITE MAY BE UTILIZED FOR ANY RESIDENTIAL
PUBLIC OR PRIVATE STREET; DRIVEWAYS INTENDED TO
USES AVAILABLE IN THE MUDD ZONING DISTRICT,
SERVE SINGLE UNITS SHALL BE PROHIBITED ON ALL
INCLUDING A RESIDENTIAL COMMUNITY CONTAINING
NETWORK REQUIRED STREETS.
UP TO 28 RESIDENTIAL DWELLING UNITS, AND TO ANY
I.
BUILDINGS EXCEEDING 120 FEET IN LENGTH SHALL
INCIDENTAL AND ACCESSORY USES RELATING THERETO,
INCLUDE MODULATIONS OF THE BUILDING
INCLUDING WITHOUT LIMITATION, A PROPERTY
MASSING/FAQADE PLANE (SUCH AS RECESSES,
MANAGEMENT OFFICE, THAT ARE ALLOWED IN THE
PROJECTIONS, AND ARCHITECTURAL DETAILS).
MUDD ZONING DISTRICT.
MODULATIONS SHALL BE A MINIMUM OF 10 FEET WIDE
AND SHALL PROJECT OR RECESS A MINIMUM OF SIX
FEET EXTENDING THROUGH THE BUILDING.
B.INTERNAL SIDEWALKS AND PEDESTRIAN CONNECTIONS
SHALL BE PROVIDED ON THE SITE AS GENERALLY
J.
BUILDING ELEVATIONS SHALL BE DESIGNED WITH
DEPICTED OH THE REZONING PLAN.
VERTICAL BAYS OR ARTICULATED ARCHITECTURAL
FAQADE FEATURES WHICH MAY INCLUDE BUT NOT BE
C. SITE SHALL INCLUDE AN OFFICE SPACE FOR USE
LIMITED TO A COMBINATIONPIOF EXTERIOR WALL
AS A LEASING AND MANAGEMENT OFFICE.
4
Q
OFFSETS, PROJECTIONS, RECESSES, LASTERS,
BANDING AND CHANGE IN MATERIALS OR COLORS;
3.
A 0
BUILDINGS SHALL BE DESIGNED WITH A RECOGNIZABLE
A.
VEHICULAR ACCESS WILL BE AS GENERALLY DEPICTED
ARCHITECTURAL BASE ON ALL FACADES FACING
ON THE REZONING PLAN. THE PLACEMENT AND
NETWORK REQUIRED PUBLIC OR PRIVATE STREETS.
CONFIGURATION OF THE VEHICULAR ACCESS POINT
SUCH BASE MAY BE EXECUTED THROUGH USE OF
SHOWN ON THE REZONING PLAN ARE SUBJECT TO
PREFERRED EXTERIOR BUILDING MATERIALS OR
ANY MINOR MODIFICATIONS REQUIRED TO
ARTICULATED ARCHITECTURAL FACADES FEATURES AND
ACCOMMODATE FINAL SITE AND CONSTRUCTION PLANS
COLOR CHANGES; BUILDING ELEVATIONS FACING
AND DESIGNS, AND TO ANY ADJUSTMENTS REQUIRED
NETWORK REQUIRED PUBLIC OR PRIVATE STREETS
BY CDOT FOR APPROVAL.
SHALL NOT HAVE EXPANSES OF BLANK WALLS
GREATER THAN 20 FEET IN ALL DIRECTIONS AND
B.
AS DEPICTED ON THE REZONING PLAN, THE SITE WILL
ARCHITECTURAL FEATURES SUCH AS BUT LIMITED TO
BE SERVED BY A PRIVATE DRIVEWAY, AND MINOR
BANDING, MEDALLIONS OR DESIGN FEATURES OR
ADJUSTMENT TO THE LOCATION OF THE DRIVEWAY
MATERIALS WILL BE PROVIDED TO AVOID A STERILE,
SHALL BE ALLOWED DURING THE CONSTRUCTION
UNARTICULATED BLANK TREATMENT OF SUCH WALLS.
PERMITTING PROCESS.
K.
ROOF FORM AND LINES SHALL BE DESIGNED TO
C.
SUBTERRANEAN PARKING WILL BE PROVIDED TO
AVOID THE APPEARANCE OF A LARGE MONOLITHIC
EXCEED THE MUDD ZONING ORDINANCE REQUIREMENTS
ROOF STRUCTURE AS FOLLOWS: LONG PITCHED OR
OF ONE STALL PER RESIDENTIAL UNIT. PETITIONER
FLAT ROOF LINES SHALL AVOID CONTINUOUS
SHALL PROVIDE 35 PARKING STALLS WITH ADDITIONAL
EXPANSES WITHOUT VARIATION BY INCLUDING CHANGES
PARKING PROVIDED BY THE USE OF 13 MECHANICAL
IN HEIGHT AND/OR ROOF FORM TO INCLUDE BUT NOT
LIFTS FOR A TOTAL PARKING CAPABILITY OF 48
BE LIMITED TO GABLES, HIPS, DORMERS OR
SPACES.
PARAPETS; FOR PITCHED ROOFS THE MINIMUM
ALLOWED IS 4:12 EXCLUDING BUILDINGS WITH A FLAT
D.
SITE SHALL NOT BE REQUIRED TO PROVIDE A 35' BY
ROOF AND PARAPET WALLS; ROOF TOP HVAC AND
35' SIGHT TRIANGLE AT THE CORNER OF SEIGLE AND
RELATED MECHANICAL EQUIPMENT WILL BE SCREENED
15TH/ ST.
FROM PUBLIC VIEW AT GRADE FROM THE NEAREST
STREET.
E.
ALL TRANSPORTATION IMPROVEMENTS WILL BE
L.
SERVICE AREAS SUCH AS DUMPSTERS, REFUSE AREAS,
APPROVED AND CONSTRUCTED BEFORE THE SITE'S
RECYCLING AND STORAGE SHALL BE SCREENED FROM
FIRST BUILDING CERTIFICATE OF OCCUPANCY IS
VIEW WITH MATERIALS AND DESIGN TO BE COMPATIBLE
ISSUED.
WITH PRINCIPAL STRUCTURES. SUCH DESIGN SHALL
F.
PETITIONER SHALL REBUILD THE RECEIVING RAMPS AT
INCLUDE A MINIMUM 20% PREFERRED EXTERIOR
THE CORNER OF SEIGLE AVENUE AND EAST 15TH
BUILDING MATERIALS OR A CLASS B BUFFER NOT
STREET TO MEET CITY OF CHARLOTTE AND PROWAG
LESS THAN 10 FEET IN DEPTH AT ALL ABOVE GRADE
PERIMETER NOT PAVED FOR ACCESS.
G.
PETITIONER SHALL SUPPORT THE RESTRICTION OF
M.
SIDEWALK EXTENSIONS SHOULD BE PROVIDED
ON -STREET PARKING ON 15TH ST. TO ONLY ONE
BETWEEN ALL STREET TREES ON ALL PUBLIC AND
SIDE OF THE ROAD. IN ACCORDANCE WITH THIS GOAL,
PRIVATE NETWORK REQUIRED STREETS WHEN PARKING
UNTIL SUCH TIME AS THE PARKING HAS BEEN
J
RESTRICTED TO ONE SIDE OF THIS BLOCK OF 15TH
N.
DUMPSTER SHALL BE LOCATED ENCLOSED PARKING AREA
ST. PETITIONER SHALL SUPPORT RESTRICTING OF
OF THE BUILDING.
PROHIBITING PARKING ON ITS 15TH. SITE FRONTAGE.
0 L
SUPPORT AND CONTRIBUTE TO THE INSTALLATION OF
CROSSWALKS AT THE CORNER OF BELMONT AVE. AND
SEIGLE AVE. PER AGREEMENT WITH THE BELMONT
COMMUNITY ASSOCIATION.
4.
ARCHITECTURAL STANDARDS
A.
PERMITTED EXTERIOR BUILDING MATERIALS SHALL
NOTES
0
SCALE:
N.T.S
0
s
Planning Department
1:11 U11.41,1Y.
APPROVED BY CITY COUNCIL
September 16, 2019
F_
P.L. 11
JJJ J JJJJJ J JJ
JJJ JJJJJJJJJJJJ JJJ J
W JJJJJJ JJJJJJJJJJJ JJJ
> JJJ J JJJJJ-JJ+-til �iJ
JJJ J JJJJJJJJJJJJJJJJJJ
Q JJJ J J JJJJJ JJJJJJ
(n f-d",
J JJJJJ)JJ J - JJJJJJ JJJJJJJJw N W JJJjjjjjjJJJJJJJJJJ JJJJJJ
~ J J-JJJJJJJJJJJJJJJ
F.O.BLDG. J JJJ JJJJJJJJ---JJ---J
SHAMROCK DUET
081 -099-1 0 /
R5 (_0 /
top of creek bank /
ICI01
MILDRED & /
ELLORENZO DIAGO ®I01
081 -099-1 1 00
R5
30' P.C.C.O Buffer - -�
o - \N
0
Lr)
01
C
o
n
ALL TIME FACTORS
U)i __
I
081 -099-1 2
ww
B 1
D w
e0
DQ
LL LLI
�I
R 0 LINE J
167
P.L.
M o
_ w
M
D 0
�n
3:Ll
11
0
� w
LLJ
O
QoO�
oU—
o
00 z U' 10'-0"
oQ
BUILDING
o_
S EPARATI O
(E) BACK -
OF CURB
0
I
0
c�
SITE PLAN
CLEAR DRIVEWAY
THOMAS & DANIELLE BOONE
081 -099-1 5
R-5
150'-3 1 /2"
10'-0" BUILDING
SEPARATION 130'-3"
145'-0" TREE SAVE
N43033'22"E-150.2 '
680 681 682 683 684 685 686 687 11
JJJ- JJJJJ JJJJJJJ
JJJJJJJJJJJJ JJJJJJJJ JJJJJ JJJJJ JJJJJ JJJLI
JJJ
JJJJJJ JJJJJJJJ
JJJJJJJJJJJ JJJJJJJ JJJJJ JJJJJ JJJ JJJJ)
JJJJJJJ JJJJJJJJJ
JJJJJJJJJJJ JJJJJJJJiiJ
JJ
JJ JJJ JJJ JJJ JJJJJJ
-_
J---- --- -- JJ---J
-
TREE SAVE
PCO MITITGATION AREA JJJJJJ-_jj
JJJJJ
/
JJJ
JJJ_
JJJJJ JJJJ
JJJ
JJJJJ
(-3407.5
SE� JJJJJ JJJ JJJJ
JJJJ
JJ
JJJJ JJJJ JJJJ
JJJJ
JJJ
JJJ JJJJ JJJ JJJJJJ�JJJJ.JJJJJJ
JJJJJJJJJJJJ
JJJJJJJJJJJNJJJJ
jjI jjI
JJ
jj
JJJJJJ
JJJ�JJJJJJJJLJJJJJ
*,PRIVATE', ,
COURTYARD
�- 1;230SF�DUMPSTER
WWwWW.WWw RECYCLING
WW W`WWW W ALLOCATION
WWWWW'W'W' <
43'-3"
IMEMEM■ MMM��MEN
EMEMENEEME
NEEMEENIME
MEEMMEN
MINEINE
NE �����MMEE
SEIGLE AVENUE
---SALVAT I OEM Y
081 -1 29-07
B-1 R-22 MF
5. OPEN SPACE
THE PROJECT WILL MEET OPEN SPACE REQUIRED BY THE ORDINANCE FOR THE MUDD ZONING
DISTRICT AS THOSE STANDARDS EXIST AT THE TIME OF THE REZONING APPROVAL OR AT THE
TIME OF PERMITTING.
A.ENVIRONMENTAL FEATURES
I. DEVELOPMENT OF THE SITE SHALL COMPLY WITH CHARLOTTE TREE ORDINANCE. TREE
SAVE WILL BE PROVIDED AS GENERALLY DEPICTED ON THE SITE PLAN.
II. DEVELOPMENT WITHIN THE SWIM/PCSO BUFFER SHALL BE COORDINATED WITH AND
SUBJECT TO APPROVAL BY CHARLOTTE-MECKLENBURG STORM WATER SERVICES AND
MITIGATED IF REQUIRED BY CITY ORDINANCE.
III.DEVELOPMENT OF THE SITE SHALL COMPLY WITH THE POST CONSTRUCTION ORDINANCE.
1 6. LIGHTING
Q A.ALL FREESTANDING LIGHTING FIXTURES INSTALLED ON THE SITE (EXCLUDING LOWER,
DECORATIVE LIGHTING THAT MAY BE INSTALLED ALONG THE DRIVEWAYS AND
SIDEWALKS AS LANDSCAPING LIGHTING) SHALL BE FULLY CAPPED AND SHIELDED
AND THE ILLUMINATION DOWNWARDLY DIRECTED SO THAT DIRECTED ILLUMINATION
DOES NOT EXTEND PAST ANY PROPERTY LINE OF THE SITE.
B.THE MAXIMUM HEIGHT OF ANY PEDESTRIAN SCALE, FREESTANDING LIGHTING FIXTURE
INSTALLED ON THE SITE, INCLUDING ITS BASE, SHALL NOT EXCEED FIFTEEN (15)
FEET.
C.ANY LIGHTING FIXTURES ATTACHED TO THE BUILDING TO BE CONSTRUCTED ON
THE SITE SHALL BE DECORATIVE. CAPPED AND DOWNWARDLY DIRECTED.
20
0
0
75.00
PROPOSED
ACCESSIBLE
RAMP
L.
Q0
I
N
(E) B
OF C
r P.L.
0'
:> PROPOSED ACC SIBLE
RAM P
�0' X 10' PEDESTRIAN
VISIBILITY TRIANGLE
60'-0" (E) R.O.W.
0 5 10 20
SCALE:
1 if 20'-0"
cn
w
o
w
0-000 Ln
ZM ��o�
0
Q o
0
01
0
8
7. STREETSCAPE AND LANDSCAPING
A.PETITIONER SHALL PROVIDE A MINIMUM 8 FEET WIDE
SIDEWALK AND A MINIMUM 8 FEET WIDE PLANTING STRIP
IN THE SETBACK AS GENERALLY SHOWN ON THE SITE
PLAN ON BOTH SEIGLE AVENUE AND 15TH STREET.
B.PETITIONER SHALL PROVIDE A SIDEWALK EASEMENT SET AT
TWO FEET BEHIND BACK OF SIDEWALK WHERE FEASIBLE,
PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY.
8. AFFORDABLE DWELLING UNIT
THREE RESIDENTIAL UNITS WILL BE RESERVED AS AFFORDABLE
UNITS. F THE UNITS ARE RENTED THEN THEY WILL BE RENTED
AS BELOW MARKET RENTAL UNITS AT A RATE ELIGIBLE FOR THE
FEDERAL HOUSING CHOICE VOUCHER PROGRAM. IF THE
INDIVIDUAL UNITS ARE SOLD THEN THREE AFFORDABLE UNITS
WILL BE SOLD AT 80% AREA MEDIAN INCOME WITH A 10 YEAR
RESTRICTION ON THE RESALE OF THE PROPERTY, OR SHALL BE
ELIGIBLE FOR THE CITY OF CHARLOTTE'S HOUSE CHARLOTTE
PROGRAM. REZONING
9. BINDING EFFECT OF THE REZONING APPLICATION
IF THIS REZONING PETITION IS APPROVED, ALL CONDITIONS
APPLICABLE TO THE DEVELOPMENT OF THE SITE IMPOSED UNDER -
THE REZONING PLAN WILL, UNLESS AMENDED IN THE MANNER SCALE.
PROVIDED HEREIN AND UNDER THE ORDINANCE, BE BINDING VICINITY MAP 4
UPON REPRESENTATIVE, SUCCESSORS IN INTEREST OR ASSIGNS. N.T.S
0
SITE DEVELOPMENT
DATA:
SITE ACREAGE
0.51 ACRES
LOT AREA:
22,533 SF
TAX PARCEL #
081 -099-1 4
081 -099-1 3
081-099-21
(TRACT 1 )
(TRACT 2)
TRACT 3
EXISTING ZONING:
R-5
PROPOSED ZONING:
MUDD-CD
EXISTING USE:
SINGLE FAMILY DWELLING
PROPOSED USE:
MULTIFAMILY
DWELLING
BUILDING HEIGHT:
44'-0"
BUILDING AREA (GROSS):
44,000 SF
PROP. FLOOR AREA RATIO:
1.95
DENSITY
56 D.U.A.
TOTAL UNITS:
28 RESIDENTIAL
UNITS
PARKING PROVIDED:
48
35 SPACES
13 HYDRAULIC -LIFT SPACES
PARKING RATIO: 313D ALLOCATED
2BD ALLOCATED
STACKER
1 BD ALLOCATED
PARKING: 2 STALLS
PARKING: 1 STALL+ 1
PARKING: 1 STALL
TREE SAVE SF:
3,407 SF
OPEN SPACE REQUIREMENTS (MUDD-CD):
LOT AREA:
22,533 SF
OPEN SPACE REQ'D:
(1 SF / 150 SF)
22,533 SF / 150 SF =
150.2 SF OPEN SPACE REQ'D
OPEN SPACE PROVIDED:
1 ,1 30 SF
LEGEND:
PROPERTY LINE
-x x x - FENCE AND LANDSCAPE SCREENING
-------------- TOP OF CREEK BANK
30' P.C.C.O. WITH PROPOSED
TREE SAVE AREA.
(E) STORMWATER PIPE AND
STRUCTURES TO BE RELOCATED.
PUBLIC COURTYARD/OPEN
SPACE
LANDSCAPE STRIP
LLLLLLLLLLLLLLLLLLLLLLL
LLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLL TREE SAVE (TOTAL. 3,407 SF)
LLLLLLLLLLLLLLLLLLLLLLL
LLLLLLLLLLLLLLLLLLLLLLL
® EXISTING TREE TO BE SAVED
0 PROPOSED TREE
SITE DATA scnLe: 3
die\\ � ee�
CG0\ Erg
Avenue
Site oe
P� e�`
Se\��e
E oth Stree
t z
0
-0
74
SWIFTLEE`)FF1 fk__J-
Cfl
ti
CV
ftftftLO
N
UL a)M
O Q
O
CV
M
O
LL
W
Uj
0O
O
O
O
J>000a)
��
w
M
M
cn
=
co Lo
(n
co
0-
LO
'v—
Ln
O
W
00
W
z
J
w
O
�--�
z
V
Uj
_O
Cz
(z
w
U)
U
o_
REVISED:
REZONING SUBMITTAL
zh 1 9.03.1 1
0 1 9.06.21
0 1 9.07.09
�\ 1 9.09.17
APPROVAL:
STAMP/SEAL:
SHEET TITLE:
REZONING
PLAN
PROD. NO: 2018-17
SHEET NO:
Al
1
■
© 2019 SWIFTLEEOFFICE

•
•
•
1W
C
0
1 • 2 • 3 • 4 •
15th Street Elevation
Scale: 1/8" = V-0"
0 4 8 12 16 FT
5
•
•
D
1530 Elizabeth Ave, Suite 200
Charlotte NC 28204
704 405 5980
www.cluckdesign.com
Offices: CLT / NYC
ZLEE KFNNcc EpED ARCy ����9 iT�Ze
PRELIMINARY. NOT FOR CONSTRUCTION
DESIGN SUBJECT TO DEVELOPMENT CHANGES
�oRTH CAftO�`�p ry�RTH CAROP
cygRLOTTE'G cy4PLOTTE �G
C Submitted: 00/00/00
E 15th St & Seigle Ave
Charlotte, NC 28205
prepared for: Harrison Tucker
CoHab Development
Mark Date Description
01 09/17/2020 Land Development Drawings
This Drawing is the property of cluck and is not to be
reproduced in whole or in part. It is to be used for the project
and site specifically identified herein and is not to be used on
any other project. This Drawing is to be returned upon the
written request of cluck.
Copyright 2019 Cluck Design Collaborative
All Rights Reserved.
Project name/#: Seigle Ave / 20_102
CAD File Name: 2020_09_17_Seigle Ave_CD.vwx
A
Exterior Elevations
Land Development Review
Seigle Ave. Elevation
^' Scale: 1/8" = V-0"
1 0 2
0 4 8 12 16 FT
•
3
Il
0
.*i
A201

•
•
•
1W
i!
0
1 • 2 • 3 • 4 •
0 4 8 12 16 FT
SETBACK
R.O.W.
Top of Structure
Neighbor Side Elevation
�, C1 Scale: 1/8" = 1'-0"
Top of Grade - 688' n
111
(-4' 6")
Average Grade - 684'
(-8' 6")
Bottomof Grade -680'•�._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._.
\\ 0 4 8 12 16FT
Rear Elevation ■ ■
Scale: 1/8" = 1'-0"
0 2 • 3 •
SETBACK
El
0
5
-0
•
•
D
1530 Elizabeth Ave, Suite 200
Charlotte NC 28204
704 405 5980
www.cluckdesign.com
Offices: CLT / NYC
ZLEE KFNNcc EpED ARCy ����9 iT�Ze
PRELIMINARY. NOT FOR CONSTRUCTION
DESIGN SUBJECT TO DEVELOPMENT CHANGES
�oRTH CAftO�`�p ry�RTH CAROP
cygRLOTTE'G cy4PLOTTE �G
C Submitted: 00/00/00
E 15th St & Seigle Ave
Charlotte, NC 28205
prepared for: Harrison Tucker
CoHab Development
Mark Date Description
01 09/17/2020 Land Development Drawings
This Drawing is the property of cluck and is not to be
reproduced in whole or in part. It is to be used for the project
and site specifically identified herein and is not to be used on
any other project. This Drawing is to be returned upon the
written request of cluck.
Copyright 2019 Cluck Design Collaborative
All Rights Reserved.
Project name/#: Seigle Ave / 20_102
CAD File Name: 2020_09_17_Seigle Ave_CD.vwx
A
Exterior Elevations
Land Development Review
A202

w
U
20
•
•
C
Al
0
O
N
00
00
00
00
00
L0
ch
00
1
•
2
•
3
•
1 2 3 4 5 6
26'-0" 26'-4" 26'-8" 26'-7" 25'-9"
SIDEWALK RAMP. PROVIDE
RAILING AS REQUIRED i
I
I
Underground Parking Floor Plan
Scale: 1/8" = V-0"
0 4 8 12 16 FT
0
SUMP PUMP TO BE LOCATED
UNDER TRASH AREA, REFER
PLUMBING ENGINEER
ROLL OUT 8 CUBIC YARD
TRASH DUMPSTER
•
(ING GARAGE WITH NATURAL VENTILATION PER SECTION 406.5
0
PROPOSED AREAS
HEATED
Level 1 Lobby
346.9
Level 1 Apartments
9512.8
PROPOSED HEATED TOTALS
9859.7
UNHEATED
Level 1 Circulation
2524.6
PROPOSED UNHEATED TOTAL
2524.6
LEGEND
SYMBOL
DESCRIPTION / REFERENCE
DOOR NUMBER, SEE SCHEDULE,
101A
SHEET A002
WINDOW SIZE, SEE SCHEDULE,
W-XX
SHEET A002
FINISH FLOOR ELEVATION
X
WALL TYPE, SEE WALL TYPES, SHEET A003
EXISTING WALL
PROPOSED WALL, SEE WALL TYPES
RATED WALL, SEE SHEET A003
ARCH. GENERAL NOTES
1. TYP. EXTERIOR WALLS ARE 2X4 WOOD FRAME W/ 1/2"
EXTERIOR STRUCTURAL PLYWOOD SHEATHING,
U.N.O. BY STRUCTURAL DRAWINGS.
2. TYP. INTERIOR PARTITIONS ARE 2X4 WOOD FRAME W/
1/2" GWB, WALL TYPE 11, U.N.O.
3. ALL EXTERIOR DOORS 8'-0" HEAD HEIGHT, U.N.O.
4. ALL INTERIOR DOORS 6'-8" HEAD HEIGHT, U.N.O.
5. EXTERIOR STAIRS TO BE OPEN AIR CONSTRUCTION
6. EXTERIOR CORRIDORS AND WALKWAYS TO BE OPEN
AIR CONSTRUCTION
7. PROVIDE ELECTRICAL OUTLET ON KITCHEN
ISLAND PER N.E.C. 210.52 (C2). MEASUREMENT FROM
WORK SURFACE TO BOTTOM OF OUTLET SHALL NOT
EXCEED 12". OUTLET CANNOT BE INSTALLED UNDER
COUNTERTOP OVERHANG MEASURING 6" OR MORE.
IDEAL PLACEMENT OF OUTLET IS AT END OF THE
KITCHEN ISLAND, OPPOSITE SINKS AND APPLIANCES,
BETWEEN LAST CABINET OR DRAWER FACE AND
KITCHEN ISLAND CORNER TRIM.
8. PROVIDE REMOVABLE CABINETRY, PROVIDE FLOOR
FINSIH BELOW CABINETRY, AND FINISH ALL WALLS
BEHIND CABINETRY.
9. DOOR MAY SWING IN CLEAR SPACE PER ANSI 117.1
SECTION 1003.11.2.1 EXCEPTION 1.
10. REFER TO ARCHITECTURAL SITE PLANS - A001 FOR
BUILDING LOCATIONS AND UNIT ARRANGEMENT.
11. ALL EXTERIOR DIMENSIONS TAKEN FROM EXTERIOR
FACE OF STUD. SIDING WIDTH AND
ARCHITECTURAL FEATURES VARY IN WIDTH. REFER
TO A201/A202 /A203 / A204 EXTERIOR ELEVATIONS
AND A351 WALL SECTIONS FOR SIDING AND
ARCHITECTURAL FEATURE DETAILS.
12. ALL INTERIOR DIMENSIONS TAKEN FROM FACE OF
STUD.
13. REFER TO STRUCTURAL FOR PLACEMENT
AND SIZING OF ALL STRUCTURAL MEMBERS.
14. EXTERIOR WINDOWS BY JELDWEN - 2500
SERIES ALUMINUM CLAD WOOD WINDOWS.
15. SEE A401 FOR TYP. STAIR NOTES AND SECTIONS.
16. ARCHITECT REQUIRES SHEATHING INSPECTION
PRIOR TO EXTERIOR SIDING INSTALLATION.
SHEATHING INSPECTION TO COVER STRUCTURAL,
NON-STRUCTURAL, FIRE SEPARATION, AND
MOISTURE AND ENERGY CONSERVATION
REQUIREMENTS PRESCRIBED IN THE 2018 NCRC OR
BY ENGINEER OR ARCHITECT.
•
•
❑C
1530 Elizabeth Ave, Suite 200
Charlotte NC 28204
704 405 5980
www.cluckdesign.com
Offices: CLT / NYC
1.EE Kf�yNcc `G� COLLABpR
ARCy �� �� PRCH IT ECTG 9T�
PRELIMINARY. NOT FOR CONSTRUCTION
DESIGN SUBJECT TO DEVELOPMENT CHANGES
y0 `aP 4,0\"P
RTH CAV Off. HTH CAROB'
cygRLOTTE �G cygRLOTTE �G
C Submitted: 00/00/00
1121 Seigle Ave
Charlotte, NC 28205
C
prepared for: Harrison Tucker
CoHab Development
1918 Beverly Dr.
Charlotte, NC 28207
Mark Date Description
This Drawing is the property of cluck and is not to be
reproduced in whole or in part. It is to be used for the project
and site specifically identified herein and is not to be used on
any other project. This Drawing is to be returned upon the
written request of cluck.
Copyright 2019 Cluck Design Collaborative
All Rights Reserved.
Project name/#: Seigle Ave / 20_102
CAD File Name: 2020_10_26_Seigle Ave_CD.vwx
A
Underground Parking
Floor Plan
2
3
Cl
0
0
Al 01

W
U
IW
C1
A202
•
•
A
Al
B
0
O
N
00
00
00
00
00
LO
M
BO
0
1 • 2 • 3 • 4 •
1 2 3 A, 4 5 6
A202
261-011 261-411 261-811 26'-711 251-911
•
3" D
•
3
3"W
2"W 3"W 4"W7/7
v
�
2"
2'
M
�
2"W
c o
"VV
3"W
° cc 0
0
UNIT TYPE
4"RW
1"
0
1 IAIIT TvnC
(BELOW) CONCRETE COLUMN
--
---
------------
FOXTROT
°
1
FRo
IDS
ECHO
o
LO
1 "
IDS
LO
C o
0
0
11A
0`C5 00
6 0
1"
a 0
R
0 0
1
2 3 4 6 6 722
co
O O C
a®
5'-0"
rn
Co
v
2"
o
60
LO
M
co
C 0
-
w
O
7
co
UNIT TYPE
'
Cl
Al
O UNIT TYPE
0
GOLF
1"
A301
A301
Zo
0
DELTA
_
0
0
c O
o
O
O
° 0C
R
0 4"RW
4"RW
/�
9'-2"
° C, DO R
0 o
FROM
FROM
O
o 0
IDS
IDS
v2cm
0-
C 0 8
O
2"
M
6?
- 0
0
5'-0"
0
0 'o
�
o
UNIT TYPE
UNIT TYPE
FLOOR DRAIN
T.O.
INTERIOR SLAB1
1
CHARLIE
DOWNSPOUT
114'-6" (692.87')
1
SLAB IS LEVEL WITH INTERIOR AT
RW
4"RW
�0-
THRESHOLDS
1 /
M
FROM
FROM
�b
/
rn
11116
17 16
1 220
L
21 22
23
DS
DS
00
h-1
rn
Al
0
13112
11 10
32 31
30
29
Co
14
27 26
A401
0
� 0
In
®
N
M
UNIT TYPE
15
lZo
34'-11 1/8"
18'-10 1/8"
N
/
BRAVO
A402
"'
Cl)
LOBBY
co
i I
50'-4" 79'-10 1 /4"
° UNIT TYPE 130'-2 1/4" ° °
o JULIET i
3 c o
"W
o
0
n
WR UNIT TYPE
° 000 i
KILO
J
° i
O i
U U
O
J°� � gc
00 � ogOo
oc)o00 UNIT TYPE
i )o o °o� c ALPHA i
)O�OC
)o ()0C
O 0 0�°Q
FDC
Al
A201
Cl
V
5
•
•
D
1530 Elizabeth Ave, Suite 200
Charlotte NC 28204
704 405 5980
www.cluckdesign.com
Offices: CLT / NYC
LEE KFNNcc `G� COLLABpR
.� ,�EpED ARCy �� �� PRCH IT ECTG 9Tj
PRELIMINARY. NOT FOR CONSTRUCTION
DESIGN SUBJECT TO DEVELOPMENT CHANGES
�oRTH CAftO�\gyp ry'0" CARO\\"P
cygRLOTTE'G cygRLOT-ve �G
C Submitted: 00/00/00
1121 Seigle Ave
Charlotte, NC 28205
C
prepared for: Harrison Tucker
CoHab Development
1918 Beverly Dr.
Charlotte, NC 28207
Mark Date Description
This Drawing is the property of cluck and is not to be
reproduced in whole or in part. It is to be used for the project
and site specifically identified herein and is not to be used on
any other project. This Drawing is to be returned upon the
written request of cluck.
Copyright 2019 Cluck Design Collaborative
All Rights Reserved.
Project name/#: Seigle Ave / 20_102
CAD File Name: 2020_10_26_Seigle Ave_CD.vwx
A
First Floor
Edge of Slab Plan
Al First Floor Edge of Slab Plan
Scale: 1/8" = V-0"
1
0 4 8 12 16 FT
■ ■ .
• 2
Kj
Cl
0
'67
Al 0201

•
C
r
7
5 1/2"
1
•
2
•
3 •
4 • 5
ARCH. GENERAL NOTES PROPOSED AREAS
1. TYP. EXTERIOR WALLS ARE 2X4 WOOD FRAME W/ 1/2" HEATED
EXTERIOR STRUCTURAL PLYWOOD SHEATHING, Level 1 Lobby 346.9
U.N.O. BY STRUCTURAL DRAWINGS. Level 1 Apartments 9512.8
2. TYP. INTERIOR PARTITIONS ARE 2X4 WOOD FRAME W/
1/2" GWB, WALL TYPE 11, U.N.O. PROPOSED HEATED TOTALS 9859.7
3. ALL EXTERIOR DOORS 8'-0" HEAD HEIGHT, U.N.O.
51'-6 1/2" 00 21'-10 1/2" 6-6 1 /8" 51'-11 5/8"
EXTERIOR REMOVABLE METAL 4. ALL INTERIOR DOORS 6'-8" HEAD HEIGHT, U.N.O. UNHEATED
(STAIRS W/ METAL RAILING Level 1 Circulation 2524.6
5. EXTERIOR STAIRS TO BE OPEN AIR CONSTRUCTION
/ I I 6. EXTERIOR CORRIDORS AND WALKWAYS TO BE OPEN
AIR CONSTRUCTION PROPOSED UNHEATED TOTAL 2524.E
W-07 W-04 i W-03 W-04 I Ln 7. PROVIDE ELECTRICAL OUTLET ON KITCHEN
Lo I oISLAND PER N.E.C. 210.52 (C2). MEASUREMENT FROM
moo, O ,
tf,d o O / I o o-O �� i WORK SURFACE TO BOTTOM OF OUTLET SHALL NOT
iu EXCEED 12". OUTLET CANNOT BE INSTALLED UNDER
O B-TY0EA i II I `' COUNTERTOP OVERHANG MEASURING 6" OR MORE.
IDEAL PLACEMENT OF OUTLET IS AT END OF THE
=02 j
LEGEND
KITCHEN ISLAND, OPPOSITE SINKS AND APPLIANCES,03� I BETWEEN LAST CABINET OR DRAWER FACE AND
0) D01 KITCHEN ISLAND CORNER TRIM. SYMBOL DESCRIPTION / REFERENCE
8. PROVIDE REMOVABLE CABINETRY, PROVIDE FLOORDOOR NUMBER, SEE SCHEDULE,
FINSIH BELOW CABINETRY, AND FINISH ALL WALLS 101A SHEETA002
I ,-OP . B - TYI)E e I BEHIND CABINETRY.
UNIT TYPE ------ ------V)
--- ---- --- �i�� UNIT TYPE EXTERIOR OPEN STAIRCAS I I IWINDOW SIZE, SEE SCHEDULE,
�+ 9. DOOR MAY SWING IN CLEAR SPACE PER ANSI 117.1 W-XXD-03FOXTROT - - - - - i (METAL PAN W/ CONCR E -ECHO- - - - - SECTION 1003.11.2.1 EXCEPTION 1. SHEETA002
TRE(D- I 10. REFER TO ARCHITECTURAL SITE PLANS - A001 FOR
D-
OWNSPOUT - VDOWNSPOUT="--b-0 c i BUILDING LOCATIONS AND UNIT ARRANGEMENT FINISH FLOOR ELEVATION
O o , ao El ❑
--- o O • o
I I 11. ALL EXTERIOR DIMENSIONS TAKEN FROM EXTERIOR
oPY e TvdEg 1 2 3 4 5 6 U i FACE OF STUD. SIDING WIDTH AND < X WALL TYPE, SEE WALL TYPES, SHEET A003
-- ARCHITECTURAL FEATURES VARY IN WIDTH. REFER X
D-oz I - � �
TO A201/A202 /A203 / A204 EXTERIOR ELEVATIONS
_Jlull I'
03 i ; ih _ i i AND A351 WALL SECTIONS FOR SIDING AND EXISTING WALL
ARCHITECTURAL FEATURE DETAILS.
o- o2. ALL INTERIOR DIMENSIONS TAKEN FROM FACE OF
coM � � I
STUD. PROPOSED WALL, SEE WALL TYPES
i UNIT TYPE I C1 Al I D-o2 o�12
I UNIT TYPE d 50 � I 13. REFER TO STRUCTURAL FOR PLACEMENT
GOLF I i A301 A301 i I ❑ I DELTA I AND SIZING OF ALL STRUCTURAL MEMBERS. RATED WALL, SEE SHEETA003
D-03 i ❑ I I I I O D- D- I i
o o I I o 14. EXTERIOR WINDOWS BY JELDWEN - 2500
i SERIES ALUMINUM CLAD WOOD WINDOWS. TYPICAL UNIT FINISHES
I ------- 00 ------- I I ---- 00 ,------- --- N i 15. SEE A401 FOR TYP. STAIR NOTES AND SECTIONS.
O OWNSPOUT _ Q
oPY.e -TvdEg ' I I o oPY.e-TY)EB ' I 16. ARCHITECT REQUIRES SHEATHING INSPECTION ONE BEDROOM AFFORDABLE UNITS
DOWNSPOUT �• o, I 1. LVT FLOORING "EXCEPT AT LEVEL 1 TO BE SEALED
- PRIOR TO EXTERIOR SIDING INSTALLATION.
D-02 I I I D-01 I
-
-------------------- .--- - ------ ------ ----- - - - - - - - -------------- -- - SHEATHING INSPECTION TO COVER STRUCTURAL, CONCRETE)
03 I NON-STRUCTURAL, FIRE SEPARATION, AND 2. LVT FLOORING IN BATHROOM
MOISTURE AND ENERGY CONSERVATION 3. LVT IN BEDROOM
D_ I I I REQUIREMENTS PRESCRIBED IN THE 2018 NCRC OR 4. 1X6 BASEBOARDS
BY ENGINEER OR ARCHITECT. 5. TRIMLESS DOORS / WINDOWS
�D I� 03 I `° 6. VINYL WINDOWS
IX 00 7. HOLLOW METAL DOORS
UNIT TYPE UNIT TYPE 8. WIRE SHELVING IN CLOSETS
I 9. PAINTED DRYWALL EVERYWHERE (INCLUDING
INDIA CHARLIE BATHROOM)
EXTERIOR CONCRETE EGRESS RAMP
W/ METAL RAILING
132'-4 1 /4"
OVERALL
Al
A202
EXTERIOR OPEN STAIRCASE
(METAL PAN W/ CONCRETE
TREADS)
CONCRETE FINISH ON LEVEL 1
COURTYARD, TYPICAL
1 HOUR WALL ASSEMBLY REQUIRED
BETWEEN ALL RESIDENTIAL UNITS,
SEE SHEET G005 FOR ASSEMBLY
DETAILS
ao J w o D-03 I I D- Cl)Q 10. FIBERGLASS TUB/SHOWER SURROUND
• o w - - - - - - - - - - - - I` - - - - - - - - - - I - I - - - - - - - -I - - - - - - - - - - ❑ ❑ - I - - w Of
11. SOLID SURFACE COUNTERTOPS (KITCHEN &BATH)
> - 1 - - D 01 i;o > 12. PAINTED CABINETRY
0 w-10
i O 13. APARTMENT GRADE FIXTURES
C1 14. APARTMENT GRADE APPLIANCES
C1 n I`\ EGRESS LANDING D :M _J I I I I o 0 2' 0 77/8" i 15. APARTMENT GRADE LIGHTING
A202 �r EXTERIOR OPEN STAIRCASE - 1,06'=2"(68654') 5 16 17 ,6 ,9 20 21 22 23 24 25 I I A201
Cl) (METAL PAN W/ CONCRETE ) I _ OWNSPOUT _ _ DOWNSPOUT�o I I 16. 42" MIRROR IN BATHROOM
o ) I I A4o1 �; 69287 AR I D-.1 TYPICAL UNITS
TREADS I M U I PODIUMS
14 ,3 ,2 „ ,6 32 3, 30 29 26 27 26 W 12 w 1z W-1z I I I EXTERIOR REMOVABLE METAL 1. ENGINEERED HARDWOOD FLOORING ("EXCEPT AT
---------- --- I
O B-TYPES ' I � - LEVEL 1 TO BE SEALED CONCRETE)
D-13-I,.,°� ❑ - UNIT TYPE I STAIRS W/ METAL RAILING 2. TILE FLOORING IN BATHROOM
D-02 I
0
•
C
0
METAL EGRESS GATE 15 I A3 I I I 3. ENGINEERED HARDWOOD FLOORING IN BEDROOM
LO (PROVIDE PANIC HARDWARE) I RISERT I o A402 LOBBY BRAVO 4. RBASEBOARDS
• o RISER ROOM L\T.O.PODIUMSI I I 5. TIMLESSDOORS/WINDOWS
ROOM
� RISER ROOM
V LAB 6. WIRE SHELVING IN CLOSETS
00 I I (692.87'F I
D-01 -01 03 D-01 7. PAINTED DRYWALL
- - - - - - - - - - - - - - - - - - IF= - - - - - - - - - - - - - - . - - . - - - - - - - - 8. TILE IN SHOWER & WET WALLS (OR, FIBERGLASS
7t
N
i
I O o I N I W-12 W-1z 3 W-1z SHOWER PAN & TILE ON WET WALLS)
m 9. GLASS SHOWER
o O �J 13'-4 5/8" 12'-7 3/8" D-03 ❑ i 10. FIBERGLASS TUB/SHOWER SURROUND (SECONDARY
'`
CONCR TE COLUMN, 4 0? T.O.ENTRY RAMP
� I c I BATHROOMS) 0JI
I� I'-6'69287 11. QUARTZ COUNTERTOPS NTERTOPS
ROUND UNIT TYPE
M -O-O-�
- o------- O o = 12. PAINTED CABINETRY
JI�I JULIET ! ,� I I
13. UPGRADED FIXTURES
I �,, � I I � I co 14. UPGRADED LIGHTING
CONCRETE COLUMNS, T.O. STUDIO UNIT O o 15. STAINLESS STEEL APPLIANCES
TYPICAL SLAB
> �
co
CONCRETE DRIVEWAY \per �ENZRYRZM(693DI)NG I N ACCESSIBLE UNIT NOTES
i o 0 15fl-os) � m � �01
o
`., _ 1. 5%, BUT NOT LESS THAN 1 UNIT ARE REQUIRED BE
I� �o UNIT TYPE ------ m N
CONCRETE RETAINING �l0 o TYPE A UNITS
WALL TYPICAL KILO - - JI_ - 00 2. ALL UNITS NOT REQUIRED TO BE TYPE A UNITS ARE
BETWEEN DRIVEWAY EGRESS RAMP
AND CONCRETE LANDING
SIDEWALK PEDESTRIAN 09 812"(666.06')
RAMP
CLR.•Ff
CONCRETE STEPPED
SIDEWALK RAMP.
Oo
-
o ENTRY RAMP LANDINGhF
-- - -
O o -_r
o O co --
o ---O�
--- �' O CD oC
W07 ��'L?
TOSTUDIO UNI�o C CONCRETE 0? CONCRETE
TYPE
c6soo4') .. T - - -
SLAB o o-sTueIGSN-LAIB O� O < STEPPED ENTRY
PROVIDE RAILING AS O �111'-8"(690.04') ODc RAMP. PROVIDE
REQUIRED 1
P
SIDEWALK GRADE W_08 W-0 W-08
/ (689.901) •'
12'-6 1/2" 5'-1 1 /8"
5 1/2" -1- 30'-4 5/8" /1 V-2 7/8" _ 17'-7 5/8"
CONCRETE RAMP W/
METAL RAILING
M
Q
')0"
o o RAILING AS ALPHA
000 oC REQUIRED
M 0 O N
0 STEPPING
o C3°� STONE
it
WALKWAY N
SIDEWALK GRADE
689.49')
4'-5 1/2" 4'-8 1/2"
26'-0"
129'-8"
OVERALL
Al
A201
N
aQ
REQUIRED TO BE TYPE B UNITS
D-03 3. BOTH TYPE A AND TYPE B UNITS REQUIRE
ACCESSIBILITY FEATURES IN BEDROOM, BATHROOM,
KITCHEN, AND LAUNDRY AREAS.
o 3 iv 4. ADA accessible plumbing fixtures
5. ADA accessible grab bars
00 6. ADA accessible shower
D-03 '
7. ADA accessible counter/cabinet heights (kitchen /
bathroom)
8. ADA accessible appliances
9. ADA accessible hardware and door pulls
10. 3'-0" Interior and Exterior Doors
00
10'-8 1/2" 4'-8 1 /2" 10'-8 1/2"
38'-11 1/2"
I
_4'-11 7/8" _
•
•
•
C
1530 Elizabeth Ave, Suite 200
Charlotte NC 28204
704 405 5980
www.cluckdesign.com
Offices: CLT / NYC
��`N LEE Kf�yNcc `G� COLLABpR
.� ,�EpED ARCy �� �� PRCH IT ECTG 9T�
PRELIMINARY. NOT FOR CONSTRUCTION
DESIGN SUBJECT TO DEVELOPMENT CHANGES
�o?PH CAftOry�ATH CA100) P
cygRLOTTE 'k cygRLOTTE 'k
Submitted: 00/00/00
1121 Seigle Ave
Charlotte, NC 28205
prepared for: Harrison Tucker
CoHab Development
1918 Beverly Dr.
Charlotte, NC 28207
Mark Date Description
FOXTROT ECHO
GOLF ❑ DELTA
INDIA ❑ CHARLIE
JULIET ALPHA BRA
KILO
KEY PLAN LEVEL 1
This Drawing is the property of cluck and is not to be
reproduced in whole or in part. It is to be used for the project
and site specifically identified herein and is not to be used on
any other project. This Drawing is to be returned upon the
written request of cluck.
Copyright 2019 Cluck Design Collaborative
All Rights Reserved.
Project name/#: Seigle Ave / 20_102
CAD File Name: 2020_10_26_Seigle Ave_CD.vwx
First Floor
Floor Plan
Al First Floor Floor Plan
Scale: 1/8" = 1'-011
1
•
0 4 8 12 16 FT
2
•
K3
•
CI
•
0
A102.2

•
•
X
C
C
0
1
1 Second Floor Floor Plan
Al Scale: 1/8" = 1'-0"
1
•
2
0 4 8 12 16 FT
Al
A202
A201
•
3
•
0
CENTERLINE OF WINDOW
ALIGNS WITH CENTERLINE OF
WINDOW BELOW, TYP. SEE
ELEVATIONS FOR REFERENCE.
•
TYPICAL UNIT FINISHES
ONE BEDROOM AFFORDABLE UNITS
1. LVT FLOORING (""EXCEPT AT LEVEL 1 TO BE SEALED
CONCRETE)
2. LVT FLOORING IN BATHROOM
3. LVT IN BEDROOM
4. 1X6 BASEBOARDS
5. TRIMLESS DOORS / WINDOWS
6. VINYL WINDOWS
7. HOLLOW METAL DOORS
8. WIRE SHELVING IN CLOSETS
9. PAINTED DRYWALL EVERYWHERE (INCLUDING
BATHROOM)
10. FIBERGLASS TUB/SHOWER SURROUND
11. SOLID SURFACE COUNTERTOPS (KITCHEN & BATH)
12. PAINTED CABINETRY
13. APARTMENT GRADE FIXTURES
14. APARTMENT GRADE APPLIANCES
15. APARTMENT GRADE LIGHTING
16. 42" MIRROR IN BATHROOM
TYPICAL UNITS
1. ENGINEERED HARDWOOD FLOORING (""EXCEPT AT
LEVEL 1 TO BE SEALED CONCRETE)
2. TILE FLOORING IN BATHROOM
3. ENGINEERED HARDWOOD FLOORING IN BEDROOM
4. 1X6 BASEBOARDS
5. TRIMLESS DOORS / WINDOWS
6. WIRE SHELVING IN CLOSETS
7. PAINTED DRYWALL
8. TILE IN SHOWER & WET WALLS (OR, FIBERGLASS
SHOWER PAN & TILE ON WET WALLS)
9. GLASS SHOWER
10. FIBERGLASS TUB/SHOWER SURROUND (SECONDARY
BATHROOMS)
11. QUARTZ COUNTERTOPS
12. PAINTED CABINETRY
13. UPGRADED FIXTURES
14. UPGRADED LIGHTING
15. STAINLESS STEEL APPLIANCES
0
PROPOSED AREAS
HEATED
Level 1 Lobby 346.9
Level 1 Apartments 9512.8
PROPOSED HEATED TOTALS 9859.7
UNHEATED
Level 1 Circulation 2524.6
PROPOSED UNHEATED TOTAL 2524.6
LEGEND
SYMBOL
DESCRIPTION / REFERENCE
DOOR NUMBER, SEE SCHEDULE,
101A
SHEET A002
WINDOW SIZE, SEE SCHEDULE,
W-XX
SHEET A002
FINISH FLOOR ELEVATION
X
WALL TYPE, SEE WALL TYPES, SHEET A003
EXISTING WALL
PROPOSED WALL, SEE WALL TYPES
RATED WALL, SEE SHEET A003
ARCH. GENERAL NOTES
1. TYP. EXTERIOR WALLS ARE 2X4 WOOD FRAME W/ 1/2"
EXTERIOR STRUCTURAL PLYWOOD SHEATHING,
U.N.O. BY STRUCTURAL DRAWINGS.
2. TYP. INTERIOR PARTITIONS ARE 2X4 WOOD FRAME W/
1/2" GWB, WALL TYPE 11, U.N.O.
3. ALL EXTERIOR DOORS 8'-0" HEAD HEIGHT, U.N.O.
4. ALL INTERIOR DOORS 6'-8" HEAD HEIGHT, U.N.O.
5. EXTERIOR STAIRS TO BE OPEN AIR CONSTRUCTION
6. EXTERIOR CORRIDORS AND WALKWAYS TO BE OPEN
AIR CONSTRUCTION
7. PROVIDE ELECTRICAL OUTLET ON KITCHEN
ISLAND PER N.E.C. 210.52 (C2). MEASUREMENT FROM
WORK SURFACE TO BOTTOM OF OUTLET SHALL NOT
EXCEED 12". OUTLET CANNOT BE INSTALLED UNDER
COUNTERTOP OVERHANG MEASURING 6" OR MORE.
IDEAL PLACEMENT OF OUTLET IS AT END OF THE
KITCHEN ISLAND, OPPOSITE SINKS AND APPLIANCES,
BETWEEN LAST CABINET OR DRAWER FACE AND
KITCHEN ISLAND CORNER TRIM.
8. PROVIDE REMOVABLE CABINETRY, PROVIDE FLOOR
FINSIH BELOW CABINETRY, AND FINISH ALL WALLS
BEHIND CABINETRY.
9. DOOR MAY SWING IN CLEAR SPACE PER ANSI 117.1
SECTION 1003.11.2.1 EXCEPTION 1.
10. REFER TO ARCHITECTURAL SITE PLANS - A001 FOR
BUILDING LOCATIONS AND UNIT ARRANGEMENT.
11. ALL EXTERIOR DIMENSIONS TAKEN FROM EXTERIOR
FACE OF STUD. SIDING WIDTH AND
ARCHITECTURAL FEATURES VARY IN WIDTH. REFER
TO A201/A202 /A203 / A204 EXTERIOR ELEVATIONS
AND A351 WALL SECTIONS FOR SIDING AND
ARCHITECTURAL FEATURE DETAILS.
12. ALL INTERIOR DIMENSIONS TAKEN FROM FACE OF
STUD.
13. REFER TO STRUCTURAL FOR PLACEMENT
AND SIZING OF ALL STRUCTURAL MEMBERS.
14. EXTERIOR WINDOWS BY JELDWEN - 2500
SERIES ALUMINUM CLAD WOOD WINDOWS.
15. SEE A401 FOR TYP. STAIR NOTES AND SECTIONS.
16. ARCHITECT REQUIRES SHEATHING INSPECTION
PRIOR TO EXTERIOR SIDING INSTALLATION.
SHEATHING INSPECTION TO COVER STRUCTURAL,
NON-STRUCTURAL, FIRE SEPARATION, AND
MOISTURE AND ENERGY CONSERVATION
REQUIREMENTS PRESCRIBED IN THE 2018 NCRC OR
BY ENGINEER OR ARCHITECT.
ACCESSIBLE UNIT NOTES
1. 5%, BUT NOT LESS THAN 1 UNIT ARE REQUIRED BE
TYPE A UNITS
2. ALL UNITS NOT REQUIRED TO BE TYPE A UNITS ARE
REQUIRED TO BE TYPE B UNITS
3. BOTH TYPE A AND TYPE B UNITS REQUIRE
ACCESSIBILITY FEATURES IN BEDROOM, BATHROOM,
KITCHEN, AND LAUNDRY AREAS.
4. ADA accessible plumbing fixtures
5. ADA accessible grab bars
6. ADA accessible shower
7. ADA accessible counter/cabinet heights (kitchen /
bathroom)
8. ADA accessible appliances
9. ADA accessible hardware and door pulls
10. 3'-0" Interior and Exterior Doors
•
•
❑C
1530 Elizabeth Ave, Suite 200
Charlotte NC 28204
704 405 5980
www.cluckdesign.com
Offices: CLT / NYC
1.EE F(ENNF ��� COLLABpR
�EpED ARCH �� �� PRCH IT ECTG 9�j
PRELIMINARY. NOT FOR CONSTRUCTION
DESIGN SUBJECT TO DEVELOPMENT CHANGES
~oRTN CA0.��'\�P ry0' CARD�'`�P
cygRLOTTE �G cy4P 0T.TS �/
C Submitted: 00/00/00
1121 Seigle Ave
Charlotte, NC 28205
prepared for: Harrison Tucker
CoHab Development
1918 Beverly Dr.
Charlotte, NC 28207
Mark Date Description
FOXTROT I NOVEMBER
B GOLF MIKE
INDIA LIMA
01 s
:'9 X91
OSCAR
KEY PLAN LEVEL 2 & 3
This Drawing is the property of cluck and is not to be
reproduced in whole or in part. It is to be used for the project
and site specifically identified herein and is not to be used on
any other project. This Drawing is to be returned upon the
written request of cluck.
Copyright 2019 Cluck Design Collaborative
All Rights Reserved.
Project name/#: Seigle Ave / 20_102
CAD File Name: 2020_10_26_Seigle Ave_CD.vwx
Second Floor
Floor Plan
0 2
K3
M
0
0
A103

•
•
X
C
C
0
1
Al Third Floor Floor Plan
Scale: 1/8" = 1'-0"
1
•
2
0 4 8 12 16 FT
■ ■
Al
A202
A201
•
3
•
0
CENTERLINE OF WINDOW
ALIGNS WITH CENTERLINE OF
WINDOW BELOW, TYP. SEE
ELEVATIONS FOR REFERENCE.
•
TYPICAL UNIT FINISHES
ONE BEDROOM AFFORDABLE UNITS
1. LVT FLOORING (""EXCEPT AT LEVEL 1 TO BE SEALED
CONCRETE)
2. LVT FLOORING IN BATHROOM
3. LVT IN BEDROOM
4. 1X6 BASEBOARDS
5. TRIMLESS DOORS / WINDOWS
6. VINYL WINDOWS
7. HOLLOW METAL DOORS
8. WIRE SHELVING IN CLOSETS
9. PAINTED DRYWALL EVERYWHERE (INCLUDING
BATHROOM)
10. FIBERGLASS TUB/SHOWER SURROUND
11. SOLID SURFACE COUNTERTOPS (KITCHEN & BATH)
12. PAINTED CABINETRY
13. APARTMENT GRADE FIXTURES
14. APARTMENT GRADE APPLIANCES
15. APARTMENT GRADE LIGHTING
16. 42" MIRROR IN BATHROOM
TYPICAL UNITS
1. ENGINEERED HARDWOOD FLOORING (""EXCEPT AT
LEVEL 1 TO BE SEALED CONCRETE)
2. TILE FLOORING IN BATHROOM
3. ENGINEERED HARDWOOD FLOORING IN BEDROOM
4. 1X6 BASEBOARDS
5. TRIMLESS DOORS / WINDOWS
6. WIRE SHELVING IN CLOSETS
7. PAINTED DRYWALL
8. TILE IN SHOWER & WET WALLS (OR, FIBERGLASS
SHOWER PAN & TILE ON WET WALLS)
9. GLASS SHOWER
10. FIBERGLASS TUB/SHOWER SURROUND (SECONDARY
BATHROOMS)
11. QUARTZ COUNTERTOPS
12. PAINTED CABINETRY
13. UPGRADED FIXTURES
14. UPGRADED LIGHTING
15. STAINLESS STEEL APPLIANCES
0
PROPOSED AREAS
HEATED
Level 1 Lobby 346.9
Level 1 Apartments 9512.8
PROPOSED HEATED TOTALS 9859.7
UNHEATED
Level 1 Circulation 2524.6
PROPOSED UNHEATED TOTAL 2524.6
LEGEND
SYMBOL
DESCRIPTION / REFERENCE
DOOR NUMBER, SEE SCHEDULE,
101A
SHEET A002
WINDOW SIZE, SEE SCHEDULE,
W-XX
SHEET A002
FINISH FLOOR ELEVATION
X
WALL TYPE, SEE WALL TYPES, SHEET A003
EXISTING WALL
PROPOSED WALL, SEE WALL TYPES
RATED WALL, SEE SHEET A003
ARCH. GENERAL NOTES
1. TYP. EXTERIOR WALLS ARE 2X4 WOOD FRAME W/ 1/2"
EXTERIOR STRUCTURAL PLYWOOD SHEATHING,
U.N.O. BY STRUCTURAL DRAWINGS.
2. TYP. INTERIOR PARTITIONS ARE 2X4 WOOD FRAME W/
1/2" GWB, WALL TYPE 11, U.N.O.
3. ALL EXTERIOR DOORS 8'-0" HEAD HEIGHT, U.N.O.
4. ALL INTERIOR DOORS 6'-8" HEAD HEIGHT, U.N.O.
5. EXTERIOR STAIRS TO BE OPEN AIR CONSTRUCTION
6. EXTERIOR CORRIDORS AND WALKWAYS TO BE OPEN
AIR CONSTRUCTION
7. PROVIDE ELECTRICAL OUTLET ON KITCHEN
ISLAND PER N.E.C. 210.52 (C2). MEASUREMENT FROM
WORK SURFACE TO BOTTOM OF OUTLET SHALL NOT
EXCEED 12". OUTLET CANNOT BE INSTALLED UNDER
COUNTERTOP OVERHANG MEASURING 6" OR MORE.
IDEAL PLACEMENT OF OUTLET IS AT END OF THE
KITCHEN ISLAND, OPPOSITE SINKS AND APPLIANCES,
BETWEEN LAST CABINET OR DRAWER FACE AND
KITCHEN ISLAND CORNER TRIM.
8. PROVIDE REMOVABLE CABINETRY, PROVIDE FLOOR
FINSIH BELOW CABINETRY, AND FINISH ALL WALLS
BEHIND CABINETRY.
9. DOOR MAY SWING IN CLEAR SPACE PER ANSI 117.1
SECTION 1003.11.2.1 EXCEPTION 1.
10. REFER TO ARCHITECTURAL SITE PLANS - A001 FOR
BUILDING LOCATIONS AND UNIT ARRANGEMENT.
11. ALL EXTERIOR DIMENSIONS TAKEN FROM EXTERIOR
FACE OF STUD. SIDING WIDTH AND
ARCHITECTURAL FEATURES VARY IN WIDTH. REFER
TO A201/A202 /A203 / A204 EXTERIOR ELEVATIONS
AND A351 WALL SECTIONS FOR SIDING AND
ARCHITECTURAL FEATURE DETAILS.
12. ALL INTERIOR DIMENSIONS TAKEN FROM FACE OF
STUD.
13. REFER TO STRUCTURAL FOR PLACEMENT
AND SIZING OF ALL STRUCTURAL MEMBERS.
14. EXTERIOR WINDOWS BY JELDWEN - 2500
SERIES ALUMINUM CLAD WOOD WINDOWS.
15. SEE A401 FOR TYP. STAIR NOTES AND SECTIONS.
16. ARCHITECT REQUIRES SHEATHING INSPECTION
PRIOR TO EXTERIOR SIDING INSTALLATION.
SHEATHING INSPECTION TO COVER STRUCTURAL,
NON-STRUCTURAL, FIRE SEPARATION, AND
MOISTURE AND ENERGY CONSERVATION
REQUIREMENTS PRESCRIBED IN THE 2018 NCRC OR
BY ENGINEER OR ARCHITECT.
ACCESSIBLE UNIT NOTES
1. 5%, BUT NOT LESS THAN 1 UNIT ARE REQUIRED BE
TYPE A UNITS
2. ALL UNITS NOT REQUIRED TO BE TYPE A UNITS ARE
REQUIRED TO BE TYPE B UNITS
3. BOTH TYPE A AND TYPE B UNITS REQUIRE
ACCESSIBILITY FEATURES IN BEDROOM, BATHROOM,
KITCHEN, AND LAUNDRY AREAS.
4. ADA accessible plumbing fixtures
5. ADA accessible grab bars
6. ADA accessible shower
7. ADA accessible counter/cabinet heights (kitchen /
bathroom)
8. ADA accessible appliances
9. ADA accessible hardware and door pulls
10. 3'-0" Interior and Exterior Doors
•
•
❑C
1530 Elizabeth Ave, Suite 200
Charlotte NC 28204
704 405 5980
www.cluckdesign.com
Offices: CLT / NYC
E f�yfI-E
11KO� �� PRGH IT E�TG qjj
PRELIMINARY. NOT FOR CONSTRUCTION
DESIGN SUBJECT TO DEVELOPMENT CHANGES
�oRTH CAftO�`ap ry�ATH CARO�'\�P
cygRLOTTE �G cygRLOTTE
C Submitted: 00/00/00
1121 Seigle Ave
Charlotte, NC 28205
prepared for: Harrison Tucker
CoHab Development
1918 Beverly Dr.
Charlotte, NC 28207
Mark Date Description
FOXTROT I NOVEMBER
B GOLF MIKE
INDIA LIMA
01 s
:'9 X91
OSCAR
KEY PLAN LEVEL 2 & 3
This Drawing is the property of cluck and is not to be
reproduced in whole or in part. It is to be used for the project
and site specifically identified herein and is not to be used on
any other project. This Drawing is to be returned upon the
written request of cluck.
Copyright 2019 Cluck Design Collaborative
All Rights Reserved.
Project name/#: Seigle Ave / 20_102
CAD File Name: 2020_10_26_Seigle Ave_CD.vwx
Third Floor
Floor Plan
K3
M
0
0
A104

Please post this sign on a window so that it is visible from the street. Failure to do so
may delay inspections. For inspections call [phone]
Mecklenburg County
Building Document
Permit No: B3870123 Lien Agent
Issued Date: 1/15/2021
Contractor: KELLY MCARDLE
CONSTRUCTION LLC
Parcel No: 08109921 Lien Agent No:
Address: 820 E 15TH ST
SCOPE OF WORK
Project Name (Description of Work)
TOTAL RES DEMO-HOUSEDemolish/Move Off. SF Dwelling Detached.
EXPANDED SCOPE OF WORK
Demolition of existing building
Wednesday, February 3, 2021 Page 1 of 2

Inspection Approvals
Inspector Signature and Date of Approval where applicable
This page is for one and two family projects only including townhouses
Page must be posted on site and accessible
Building TOTAL RES DEMO -HOUSE im
B3870123
FT: SL: FIR: FI:
FD: MS: IN:
Contractor should always verify each required inspection result
from their dashboard before proceeding, for more information on
your project, scan the respective QR code above.
Wednesday, February 3, 2021 Page 2 of 2

Please post this sign on a window so that it is visible from the street. Failure to do so
may delay inspections. For inspections call [phone]
Mecklenburg County
Building Document
Permit No: B3870141
Issued Date: 1/15/2021
Contractor: KELLY MCARDLE
CONSTRUCTION LLC
Parcel No: 08109913
Address: 1113 SEIGLE AVE
Lien Agent
Lien Agent No:
SCOPE OF WORK
Project Name (Description of Work)
TOTAL RES DEMO-HOUSEDemolish/Move Off. SF Dwelling Detached.
EXPANDED SCOPE OF WORK
Demolition of detached house and demolition of detached garage
Wednesday, February 3, 2021 Page 1 of 2

Inspection Approvals
Inspector Signature and Date of Approval where applicable
This page is for one and two family projects only including townhouses
Page must be posted on site and accessible
Building TOTAL RES DEMO -GARAGE
B3897016
FT: SL: FIR: FI:
FD: MS: IN:
Building TOTAL RES DEMO -HOUSE
B3870141
FT: SL: FIR: FI:
FD: MS: IN:
Contractor should always verify each required inspection result
from their dashboard before proceeding, for more information on
your project, scan the respective QR code above.
Wednesday, February 3, 2021 Page 2 of 2

Please post this sign on a window so that it is visible from the street. Failure to do so
may delay inspections. For inspections call [phone]
Mecklenburg County
Building Document
Permit No: B3897016
Issued Date: 1/15/2021
Contractor: KELLY MCARDLE
CONSTRUCTION LLC
Parcel No: 08109913
Address: 1113 SEIGLE AVE
Lien Agent
Lien Agent No:
SCOPE OF WORK
Project Name (Description of Work)
TOTAL RES DEMO -GARAGE
EXPANDED SCOPE OF WORK
Wednesday, February 3, 2021 Page 1 of 2

Inspection Approvals
Inspector Signature and Date of Approval where applicable
This page is for one and two family projects only including townhouses
Page must be posted on site and accessible
Building TOTAL RES DEMO -GARAGE
B3897016
FT: SL: FIR: FI:
FD: MS: IN:
Building TOTAL RES DEMO -HOUSE
B3870141
FT: SL: FIR: FI:
FD: MS: IN:
Contractor should always verify each required inspection result
from their dashboard before proceeding, for more information on
your project, scan the respective QR code above.
Wednesday, February 3, 2021 Page 2 of 2

Please post this sign on a window so that it is visible from the street. Failure to do so
may delay inspections. For inspections call [phone]
Mecklenburg County
Building Document
Permit No: B3870135
Issued Date: 1/15/2021
Contractor: KELLY MCARDLE
CONSTRUCTION LLC
Parcel No: 08109914
Address: 1121 SEIGLE AVE
Lien Agent
Lien Agent No:
SCOPE OF WORK
Project Name (Description of Work)
TOTAL RES DEMO-HOUSEDemolish/Move Off. SF Dwelling Detached.
EXPANDED SCOPE OF WORK
Demolition of existing house
Wednesday, February 3, 2021 Page 1 of 2

Inspection Approvals
Inspector Signature and Date of Approval where applicable
This page is for one and two family projects only including townhouses
Page must be posted on site and accessible
Building TOTAL RES DEMO -HOUSE
B3870135 4
FT: SL: FIR: FI:
FD: MS: IN:
Contractor should always verify each required inspection result
from their dashboard before proceeding, for more information on
your project, scan the respective QR code above.
Wednesday, February 3, 2021 Page 2 of 2

Appendix B
Preliminary Construction Schedule
hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS

Task
Site work/Excavation of Parking Garage
Column Footings
well Footings
Elevator Pit
Concrete walls
Columns
Podium Slab
Podium Slab Strength
Strip Podium Slab Forms
Basement Slab on Grade
Footings on grade
Foundation on grade
Plumb Slab
Slab on Grade
Framing
Plumbing Rough
HVAC Rough
Elecrical Rough
Fire Alarm
Sprinklers
Inspections
sulat
Above Ceiling
Sheetrack
Gyperete
Cabinets
Interior Trim
Interior Paint
Countertops
Specialties, Hardware, Mirrors, Shelving
Plumbing Trim
HVACTnm
Electrical Trim
Trade Inspections
Flooring
Sprinkler/Fire Alarm
Punch/Clean Up
Building Final
Landscaping
Co
o©©o©0000mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmommmommmommmmmmmmmmmmmmmmmmmm
gawl.awlli

Appendix C
Cut -Fill Analysis
hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS

Elevations Table
Number
Minimum Elevation
Maximum Elevation
Color
1
—9.688
—4.630
2
—4.630
—1.000
3
—1.000
—0.332
4
—0.332
—0.003
5
—0.003
0.132
_
6
0.132
0.718
7
0.718
1.914
g
1.914
7.527
MEH

Information I Definition I Analysis Statistics 1
statistics
p+ General
S TIN
(D Volurne _
Base Surface
Comparison Surface
Cut Factor
Fill Factor
Cut volume (adjusted)
Fill volume (adjusted)
Net volume (adjusted)
Cut volume {unadjusted)
Fill volume (unadjusted)
Net volume (unadjusted)
Value
19-133 EG
19-133 FG
1.000
1.150
2186.79 Cu, Yd.
639.90 Cu. Yd,
1547.00 Cu, Yd.tCut>
2186.79 Cu, Yd.
556,34 Cu. Yd.
1630.45 Cu. Yd.4 Cuts