26076_1601 South Boulevard EMP_20231109

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NORTH CAROLINA BROWNFIELDS REDEVELOPMENT SECTION
ENVIRONMENTAL MANAGEMENT PLAN

This form is to be used to prepare an Environmental Management Plan (EMP) for projects in
the North Carolina Brownfields Redevelopment Section at the direction of a Brownfields
project manager.

The EMP is a standard requirement of a Brownfields Agreement (BFA). Its purpose is to clarify
actions to be taken during 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 EMP to be valid for use, it must be
completed, reviewed by the Section, 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 recorded agreement, be cause for
a reopener.

The EMP is valid only for the scope of work described herein and must be updated to be
applicable for new phases of redevelopment or after significant changes in applicable
regulatory guidance. Risk characterization of a Brownfields Property to DEQ’s written
satisfaction is required prior to EMP approval.

Voluntary Metrics Tab The NC Brownfields Redevelopment Section updates estimated capital investment (from the Brownfields Property Application) and estimated jobs created (from the Brownfields Agreement) whenever possible. As a voluntary measure, you may opt to complete the below information for capital investment and jobs created as estimated by your final redevelopment
plans for the Brownfields Property:
1. Estimated capital investment in redevelopment project: Click or tap here to enter text. 2. Estimated jobs created:
a. Construction Jobs: Click or tap here to enter text.
b. Full Time Post-Redevelopment Jobs: Click or tap here to enter text.

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Table of Contents
NORTH CAROLINA BROWNFIELDS REDEVELOPMENT SECTION .................................................................. 1
ENVIRONMENTAL MANAGEMENT PLAN .................................................................................................... 1
GENERAL INFORMATION ........................................................................................................................ 4
COMMUNICATIONS ................................................................................................................................ 4
NOTIFICATIONS TO THE BROWNFIELDS REDEVELOPMENT SECTION ..................................................... 5
REDEVELOPMENT PLANS ........................................................................................................................ 5
CONTAMINATED MEDIA ......................................................................................................................... 7
PART 1. SOIL ........................................................................................................................................ 8
PART 2. GROUNDWATER .................................................................................................................. 18
PART 3. SURFACE WATER .................................................................................................................. 19
PART 4. SEDIMENT ............................................................................................................................ 20
PART 5. SOIL VAPOR ......................................................................................................................... 20
PART 6. INDOOR AIR ......................................................................................................................... 21
VAPOR INTRUSION MITIGATION SYSTEM ............................................................................................. 21
CONTINGENCY PLAN ............................................................................................................................. 22
POST-REDEVELOPMENT REPORTING..................................................................................................... 24
APPROVAL SIGNATURES ....................................................................................................................... 25

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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 all of the following is premature and may
be returned without comment.

☒ 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.

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
onsite 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 import to the Brownfields Property.

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☐ A work plan for the sampling and analysis of soil to be brought onto the Brownfields
Property. Refer to Issue Resolution 15 in Brownfields Redevelopment Section
Guidelines.

☐ A map of the Brownfields Property showing the location of soils proposed for export
and sampling data from those areas.

☒ If a Vapor Intrusion Mitigation System (VIMS) is required by the Brownfields
Redevelopment Section, the VIMS plan will be signed and sealed by a NC Professional
Engineer. The VIMS Plan may also be submitted under separate cover.

GENERAL INFORMATION

Date: 10/19/2023 Revision Date (if applicable): 11/7/2023

Brownfields Assigned Project Name: 1601 South Boulevard Property

Brownfields Project Number: 26076-22-060

Brownfields Property Address: 1601-1617 South Boulevard and 1612 Cleveland Avenue, Charlotte,
Mecklenburg County

Brownfields Property Area (acres): 0.846 Acres
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 in an area that is
prominently accessible to site workers. NOTE, THE EMP DOES NOT TAKE THE PLACE OF A SITE-SPECIFIC
HEALTH AND SAFETY PLAN.
Prospective Developer (PD): South End I, LLC
Contact Person: Mitchell Drazkowski
Phone Numbers: Office: 312-517-1297 Mobile: [phone]
Email: [e-mail]

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Contractor for PD: Skender
Contact Person: Alex Panici
Phone Numbers: Office: 312-781-0265 Mobile: [phone]
Email: [e-mail]

Environmental Consultant: ECS Southeast, LLP
Contact Person: Scott Young, P.G.
Phone Numbers: Office: 704-525-5152 Mobile: [phone]
Email: [e-mail]

Brownfields Redevelopment Section Project Manager: Bill Schmithorst
Phone Numbers: Office: 919-441-3606 Mobile: Click or tap here to enter text.
Email: [e-mail]

Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste):
Brownfields Property Management Unit: [e-mail]

NOTIFICATIONS TO THE BROWNFIELDS REDEVELOPMENT SECTION

Written advance Notification Times to Brownfields project manager: Check each box to accept
minimum advance notice periods (in calendar days) for each type of onsite task:

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 ☒

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 ☒

Other notifications as required by local, state or federal agencies to implement redevelopment
activities: (as applicable): ……………………….…………………………………………..… Within 30 days ☒

REDEVELOPMENT PLANS

1) Type of Redevelopment (check all that apply):
☒Residential ☐Townhomes (Prior written DEQ approval REQUIRED regardless of ownership
structure) ☐Recreational ☐Institutional ☒Commercial ☒Office ☐Retail ☐Industrial

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☒Other specify:
Parking

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
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:
The 1601 South Boulevard site is to be redeveloped as a residential apartment building. The
approximate 0.846-acre site currently contains two buildings that are approximately 3,700
square feet (1601 South Boulevard) and 405 square feet (1617 South Boulevard). The site
buildings are currently vacant. The remainder of the current site property contains surface
paved parking and drive areas with landscaping areas.

The proposed redevelopment is to contain a planned 30-story building, with the ground floor
containing retail and commercial space, lobby, elevators and stairways, and parking garage
entrance; floors two through seven containing an open-air parking deck, floor eight being and
amenity floor; floors nine through 29 being multi-family residential, and floor 30 being a terrace,
amenities, and mechanical areas. The redevelopment plan is attached to this EMP.

Currently, site grading is to begin in January 2024.

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?
S&EC requirements can be found at: https://deq.nc.gov/about/divisions/energy-mineral-and-land-
resources/erosion-and-sediment-control/erosion-and-sediment-control-laws-and-rules
☒ Yes ☐ No ☐ Unknown
☒ If yes, please check here to confirm that earth-work 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

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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: 1/29/2024

b) Anticipated duration (specify activities during each phase):
~31 months

c) Additional phases planned? ☐ Yes ☒ No

If yes, specify the start date and/or activities if known:
Start Date: Click or tap to enter a date.
Planned Activity:
Click or tap here to enter text.
Start Date: Click or tap to enter a date.
Planned Activity:
Click 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: 9/30/2026

CONTAMINATED MEDIA
Please fill out the sections 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) Contaminated Media on the Brownfields Property
Part 1. Soil: ☒ Yes ☐ No ☐ Suspected ☐ Unknown
Part 2. Groundwater: .................................... ☒ Yes ☐ No ☐ Suspected ☐ Unknown
Part 3. Surface Water: ☐ Yes ☐ No ☐ Suspected ☐ Unknown ☒ N/A
Part 4. Sediment: .......................................... ☐ Yes ☐ No ☐ Suspected ☐ Unknown ☒ N/A
Part 5. Soil Vapor: ......................................... ☒ Yes ☐ No ☐ Suspected ☐ Unknown
Part 6. Sub-Slab Soil Vapor: .......................... ☒ Yes ☐ No ☐ Suspected ☐ Unknown
Part 7. Indoor Air: ......................................... ☐ Yes ☐ No ☐ Suspected ☒ Unknown

2) For the Area of Proposed Redevelopment on the Brownfields Property, attach tabulated data

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summaries for each impacted media and figure(s) with sample locations.

PART 1. SOIL
1) Known or suspected contaminants in soil (list general groups of contaminants):
Concentrations of methylene chloride in soil samples SB-1 through SB-9 and tetrachloroethene in
soil samples SB-7, SB-8, and SB-9 were detected greater than their respective Protection of
Groundwater PSRG, but less than their respective Residential PSRG. Benzo(a)pyrene was
detected in soil samples SB-1 and SB-8 at concentrations greater than its Protection of
Groundwater and Residential PSRGs.

Concentrations of arsenic in soil samples SB-1 through SB-9; hexavalent chromium in soil
samples SB-1, SB-2, SB-8, and SB-9; lead in soil sample SB-1; and mercury in soil sample SB-5
were detected at concentrations greater than their respective Residential PSRG. In addition, the
concentrations of arsenic in soil samples SB-1 and SB-4; lead in soil samples SB-1 and SB-4; and
mercury in soil sample SB-5 were greater than their respective Protection of Groundwater
PSRGs.
2) Depth of known or suspected contaminants (feet):
Approximately one to six feet below ground surface, depending on sample location.
3) Area of soil disturbed by redevelopment (square feet):
The proposed limits of disturbance include an area of approximately 0.864 acres or
approximately 37,500 square feet.

4) Depths of soil to be excavated (feet):
The maximum depth of soil to be excavated is approximately seven feet in the center of the
proposed site structure.

5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
The maximum cubic yards of soils to be excavated is approximately 6,300 CY of soil. This
excavated soil will be generated from piles; pile caps; structural foundation; and mechanical,
electrical, and plumbing trenching. A figure showing excavated areas is attached.

If necessary, reuse of soil onsite is discussed in more detail in Part 1.A.3 and 1.A.4 below.

6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
It is undetermined how much (if any) of the soil may be impacted by contaminants at this time.
However, considering the future land use restrictions and the vapor mitigation that are planned
for the site redevelopment as much existing site soils that are geotechnically suitable, will be
reused on the site, where possible.

Management of onsite soil is discussed in Part 1.A.3 and 1.A.4 below.

7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
Currently approximately 6,300 CY of soil export is expected at this site. The exported soil will be

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handled as described below.

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 preliminary data 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).
Click or tap here to enter text.

☐ 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 POLICY, THE SOIL MAY NOT BE RE-USED ONSITE 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
TCLP standard)
Click or tap here to enter text.
☒ If no, explain rationale:
Click or tap here to enter text.

d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE
SOIL MAY NOT BE RE-USED ONSITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH
DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS.

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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 onsite map to
Brownfields project manager once known.
☐ Geotextile to mark depth of fill material.
Provide description of material:
Click or tap here to enter text.
☒ Manage soil under impervious cap ☒ or clean fill ☒
☐Describe cap or fill:
If contaminated soil is encountered and reused onsite, it will either be:
1.) Located underneath asphalt/concrete parking, the proposed onsite parking deck,
and/or drive areas; or,
2.) Placed below two (2) feet of demonstrably clean fill cap material.
☒ 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:

4) Please describe the following action(s) to be taken during and following excavation and
management of site soils:
☒ Check to confirm that management of fugitive dust from site activities will be handled in
accordance with applicable local, state, and federal requirements.
The above options are provided in the event unknown impacted soil management is needed.

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Field screening of site soil
At a minimum, contractors shall be made aware of protocols should impacted soils (e.g. staining,
unusual odors, fill materials) be identified.

Describe the field screening method, frequency of field screening, person conducting field
screening:
During soil disturbance, the workers or contractors will observe soils for evidence of
distinct unnatural color, strong odor, or fill materials of concern (i.e., chemicals, tanks,
drums, subsurface piping, etc.). Should the above be noted during site work, the
contractor will contact the project’s environmental consultant to observe the suspect
condition. If the environmental consultant confirms material may be impacted by using
field observations and/or screening with Photoionization Detector or Flame Ionization
Detector (PID/FID), then the soils will be managed in accordance with this EMP and the
NCDEQ, BF Project Manager will be contacted within 48 hours to advise that person of the
condition.
Soil sample collection
☐ Yes

☒ Not anticipated - In order to avoid delays in construction, a plan shall be in place for sampling
of suspect soils should they be encountered during redevelopment. If soil sample collection is
not anticipated but the need to do so is identified during redevelopment, notify the Brownfields
project manager of the anticipated sample and report dates for scheduling purposes.

Describe the sampling method (e.g., in-situ grab, composite, stockpile, etc.) and confirm that all
procedures outlined in applicable DEQ guidance for assessment shall be followed Typically, at
least one representative sample (per 500 yd3 for residential and 1,000 yd3 for commercial)
consisting of a 3 to 5-point composite sample with grab sample for VOCs based on the highest PID
reading is required to determine soil management options:
If suspected soil impact is encountered during grading and/or installation or removal of
utilities, excavation will proceed only as far as needed to allow for the construction of the
utility to continue and/or only as far as needed to allow alternate corrective measures
described below.

Suspect 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.
Stockpiling must be conducted in a manner consistent with the guidance provided herein
as Figure 1. If soil stockpiling occurs and samples are required, the stockpile will be gridded
off in approximately 500 cubic yard (CY) cells for the collection of approximately one 5-
point composite sample for every 500 CY and in general accordance with the most current
version of the Inactive Hazardous Sites Branch (IHSB) Guidelines for Assessment and
Cleanup of Contaminated Sites, unless DEQ Brownfields approves an alternate sampling
frequency.

The soil borings for the sampling will be advanced via hand auger and the samples collected
from each boring will be screened in approximately 2.5 ft intervals, screened with a PID,

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and then immediately placed on ice. One grab soil sample will be collected for VOCs by
EPA Method 8260, and one composite soil sample will be collected for SVOCs by EPA
Method 8270, RCRA-8 Metals, and for hexavalent chromium by EPA Method 7199 at a
frequency of one soil sample per every approximate 500 cubic yards, unless DEQ
Brownfields approves an alternate sampling frequency. The samples will then be
transported to a North Carolina certified laboratory under Chain-of-Custody protocols.

Construction debris, such as asphalt and concrete from former parking lots and building
slabs will be segregated from soil and disposed of as construction debris. This debris will
be required to be shaken, tumbled, etc. if necessary, so that soil is not adhered to the
construction debris prior to disposal, with proper precautions taken to avoid dust
generation.
Check applicable chemical analytes for soil samples:
☒ Minimum Sample Requirements: Volatile organic compounds (VOCs) by EPA Method
8260; Semi-volatile organic compounds (SVOCs) by EPA Method 8270; and Metals RCRA
List + Hexavalent Chromium by EPA Method 6020/7199
☐ Pesticides: Specify Analytical Method Number(s): Click or tap here to enter text.
☐ PCBs: Specify Analytical Method Number(s): Click or tap here to enter text.
☐ Other Constituents & Respective Analytical Method(s) (e.g. Herbicides): Click or tap here to enter text.

☒ Check to confirm that by the owner’s signature and the North Carolina Professional
Engineer/Geologist sealing this EMP the consultant understands that no work plan for suspect
soil sample collection will be submitted beyond this EMP, and that it is the responsibility of the
sealing professional and property owner to ensure that all applicable guidelines and
methodologies are followed and reported to DEQ for determination and approval of soil
placement prior to final relocation.

If impacted soils above applicable PSRGs and/or site specific risk thresholds are proposed to be
relocated on-site, prior to final placement on-site, the following shall be submitted for DEQ
review/approval
- Analytical data that has been sampled in accordance with the above referenced frequency and
following procedures outlined in the most recent Brownfields Redevelopment Section
Environmental Site Assessment Work Plan Minimum Requirements Checklist (Checklist) and in
accordance with DEQ IHSB Guidelines for Assessment and Cleanup of Contaminated Sites
(Guidelines)
- Figure outlining planned soil placement and any future site features including
buildings/hardscape/open areas
- A North Carolina PE/PG recommendation of placement

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Impacts
Options
Onsite Placement without
conditions
Onsite placement under 2 ft
of cap or clean fill1, 2
All Constituents below applicable
PSRGs X
Constituents3 below applicable
PSRGs; Metals below background
but above PSRGs
X
Constituents3 below applicable
PSRGs; Metals above Background
/PSRGs
X
Constituents above Applicable
PSRGs X
1: Requires Prior Written DEQ Approval
2: VOC impacted soils above applicable PSRGs shall not be placed directly beneath building footprints
without prior written DEQ approval.
3: Constituents indicate any samples evaluated for other than metals.

☒ 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:

☒ 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 that apply):
☒ Minimum Sample Requirements: Volatile organic compounds (VOCs) by EPA Method
8260; Semi-volatile organic compounds (SVOCs) by EPA Method 8270; and Metals RCRA
List + Hexavalent Chromium by EPA Method 6020/7199
☐ Pesticides: Specify Analytical Method Number(s): Click or tap here to enter text.
☐ PCBs: Specify Analytical Method Number(s): Click or tap here to enter text.
☐ Other Constituents & Respective Analytical Method(s) (e.g. Herbicides): Click or tap here to enter text.
Upon excavation of soils that appear impacted, the potentially impacted soils will be segregated,
stockpiled on plastic, and covered to protect from runoff. The NCDEQ, BF Project Manager will be
notified within 48 hours and the stockpiled soils will be sampled as described above. Upon receipt of
laboratory results, the NCDEQ BF Project Manager will be notified, and should soils be approved by
the Brownfields Redevelopment Section for reuse on site as fill material as outlined in Item 3 and 4
above, the soils will be transported and placed at final fill location under asphalt/concrete parking
and/or drive areas or in landscaped area and covered with demonstrably clean fill. Analytical results
and a summary table will be provided to DEQ for review and soil will be managed in accordance with
managing on-site soil, as outlined in Item 3 above. Analytical results and methodologies for sampling,
along with final disposition of the soils, will be summarized in the Redevelopment Summary Report.

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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, indicate if a work
plan for final grade sampling may be submitted under separate cover.
Final grade sampling will be performed for areas not covered by building foundations,
impervious surfaces, or 2 feet of demonstrably clean fill. Following completion of soil
disturbance for future site development (i.e., after grading and utility construction), an
environmental professional will be contacted to assess the site for areas that are not
covered with a minimum of 2 feet of demonstrably clean fill soil or topsoil from a landscaping
company, building foundations, sidewalks, asphalt or concrete parking areas (including the
parking deck), driveways or other impervious surfaces.

A Work Plan for final grade sampling will be prepared for DEQ review and approval. If no
such area exists, documentation will be provided to the NCDEQ.

Any final grade sampling activities will be completed following construction of the
structures and prior to occupancy of those buildings.

☐ If final grade sampling was NOT selected, please explain rationale:
Click or tap here to enter text.

PART 1.B. IMPORTED FILL SOIL

NO SOIL MAY BE BROUGHT ONTO THE BROWNFIELDS PROPERTY WITHOUT PRIOR APPROVAL FROM
THE BROWNFIELDS REDEVELOPMENT SECTION. 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 Redevelopment Section), 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:
☒ Check to confirm that the import volumes outlined below have been confirmed based on
geotechnical evaluations.

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?
Currently soil import is not expected at the site.

3) If yes, what is the anticipated depth that fill soil will be placed at the property? (If a range
of depths, list the range.)
Currently soil import is not expected at the site.

PRIOR TO SOIL PLACEMENT AT THE BROWNFIELDS PROPERTY, a Soil Import Request must be

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EMP Version 3, March 2023
submitted for DEQ Brownfields review and approval. The request shall consist of a data
package that details:

- Fill source location/history (Phase I if available, current aerials, etc.)
- Analytical data that has been sampled in accordance with the below frequency and
following procedures outlined in the most recent Brownfields Redevelopment Section
Environmental Site Assessment Work Plan Minimum Requirements Checklist (Checklist)
and in accordance with DEQ IHSB Guidelines for Assessment and Cleanup of
Contaminated Sites (Guidelines)
- A table comparing the import soil to existing site concentrations
- A PE/PG recommendation of import
- All relevant attachments listed in the Checklist

Soil Import Sampling Requirements:
Source Sample Frequency Sample Analysis
Virgin Material from DEQ
Brownfields Pre-
approved Quarry
None (Contact Brownfields project manager for list of pre-
approved Quarries
DEQ Permitted Quarry
(Not Brownfields Pre-
approved)
At least one
representative sample
from area of planned
import
VOCs, SVOCs, RCRA
Metals, any site specific
COCs (e.g. pesticides,
PCBs, etc.)
Other NC DEQ
Brownfields Property
At least one
representative sample
per 1,000 yd3 consisting
of a 3-point composite
sample with grab sample
for VOCs based on the
highest PID reading
VOCs, SVOCs, RCRA
Metals, any site specific
COCs (e.g. pesticides,
PCBs, etc.)
Off-site
unpermitted/regulated
property
Bulk Landscape Material
from Commercial Vendor
(i.e. topsoil)
No Sampling Required

If other special considerations apply, discuss:
Click or tap here to enter text.
☒ Check to confirm that by the owner’s signature and the North Carolina Professional
Engineer/Geologist sealing this EMP the consultant understands that no work plan for suspect soil
sample collection will be submitted beyond this EMP, and that it is the responsibility of the sealing
professional and property owner to ensure that all applicable guidelines are followed and reported in
the Soil Import Request for DEQ approval. Failure to meet these requirements could result in
resampling and/or failure to approve import.

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PART 1.C. SOIL EXPORT

NO SOIL MAY LEAVE THE BROWNFIELDS PROPERTY WITHOUT APPROVAL FROM THE
BROWNFIELDS REDEVELOPMENT SECTION. Failure to obtain approval may violate a brownfields
agreement causing a reopener or jeopardizing eligibility in the Section, endangering liability
protections and making said action possibly subject to enforcement. Justifications provided
below must be approved by the Section in writing prior to completing transport activities. Refer
to Brownfields IR 15 for additional details.
1) If export from the Brownfields Property is anticipated, export soil must be sampled at a
frequency of one sample per 1,000 yd3 consisting of a 3-point composite sample with a
grab sample for VOCs based on the highest PID reading. Samples shall be analyzed at a
minimum for VOCs, SVOCs, and RCRA metals plus any site specific COCs.

PRIOR TO EXPORT FROM THE BROWNFIELDS PROPERTY, a Soil Export Request must be
submitted for DEQ Brownfields review and approval. The request shall consist of a Data
Package that details:

- Proposed Receiving Facility
- Analytical data that has been sampled in accordance with the above referenced
frequency and following procedures outlined in the most recent Brownfields
Redevelopment Section Environmental Site Assessment Work Plan Minimum
Requirements Checklist (Checklist) and in accordance with DEQ IHSB Guidelines for
Assessment and Cleanup of Contaminated Sites (Guidelines)
- A table comparing the export soil to concentrations on the receiving site concentrations
including risk comparison (Note that calculated risk cannot be increased on the receiving
site)
- A North Carolina PE/PG recommendation of export
- Written approval from the receiving site property owner representative for export
- All relevant attachments listed in the Checklist

Soil Export Options
Impacts
Options
Use as
Beneficial Fill
Off-site disposal at
other Brownfields
Property2,6,7
Off-site disposal
at LCID/CD
Landfill1, 3
Off-site disposal at Subtitle
D MSW/Permitted
Landfarm4
All Constituents below
applicable PSRGs X X X X
Constituents5 below
applicable PSRGs; Metals
below background but
above PSRGs
X X X
Constituents5 below
applicable PSRGs; Metals
above Background /PSRGs X X X
Constituents above
Applicable PSRGs X X

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1: Requires Prior Written DEQ Approval
2: VOC impacted soils above applicable PSRGs shall not be placed directly beneath building footprints
without prior written DEQ approval.
3: Requires comparison to site specific metals concentrations.
4: Facility to determine if they can accept soil within their permit.
5: Constituents indicate any samples evaluated for other than metals.
6: Requires written approval from receiving site property owner representative.
7. Site COCs must be in comparable concentrations to receiving site and not significantly raise risk of
the receiving site.
☒ Check to confirm that by the owner’s signature and the North Carolina Professional
Engineer/Geologist sealing this EMP the consultant understands that no work plan for suspect soil
sample collection will be submitted beyond this EMP, and that it is the responsibility of the sealing
professional and property owner to ensure that all applicable guidelines are followed and reported in
the Soil Export Request for DEQ approval. Failure to meet these requirements could result in
resampling and/or failure to approve export.

If other special considerations apply, discuss:
Currently approximately 6,300 CY of soil will be exported from the site. As such, it is anticipated
disposal will be at the Republic Waste Services MSW facility located at Charlotte Motor
Speedway, and DEQ Brownfields approval is not required for such disposal. If it is decided to use
another facility for disposal (such as a C&D or LCID landfill, or another suitable Brownfields
property), sampling and reporting as described above will be required, along with DEQ
Brownfields approval. Allow a minimum of two weeks for DEQ Brownfields review and approval
of soil export requests.

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 a
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 or provide the results of this evaluation in the
Vapor Mitigation Plan. Note that if vapor mitigation is planned for site buildings, utility corridors
will need to be evaluated as part of mitigation designs:
Click or tap here to enter text.

☐ If no, include rationale here:
Click or tap here to enter text.

☒ Unknown, details to be provided in the Vapor Mitigation Plan for site buildings

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Other comments regarding managing impacted soil in utility trenches:
Click or tap here to enter text.
PART 2. GROUNDWATER

1) What is the depth to groundwater at the Brownfields Property?
Based on previous assessment data, the groundwater at the site ranged between approximately
8.5 to 11.5 feet below ground surface in March 2023. The maximum excavation depth at the
site is estimated to be approximately 7 feet bgs and groundwater is not expected to be
encountered.

2) What is the maximum depth of soil disturbance onsite?
0 to 7 feet

3) Is groundwater known to be contaminated by ☐onsite ☒offsite ☐both or ☒unknown sources?
Describe source(s):
Tetrachloroethene (PCE) in groundwater samples TW-1, TW-3, and TW-4 and trichloroethene
(TCE) in groundwater sample TW-1 were detected at concentrations greater than their respective
North Carolina 2L Groundwater Quality Standard (NC2LGWQS), with the concentrations of PCE
and TCE in the TW-1 groundwater sample also greater than its Residential Vapor Intrusion
Screening Level (VISL).

In addition, chromium was detected at concentrations greater than its NC2LGWQS in groundwater
samples TW-2 and TW-DUP. VISLs are not established for chromium.

4) What is the direction of groundwater flow at the Brownfields Property?
Groundwater elevation data collected in March 2023 indicated an approximate groundwater
flow beneath the site toward the north, northwest, and northeast.

5) Will groundwater likely be encountered during planned redevelopment activities (e.g.
footer/utility construction or helical pilings?)
☐Yes ☒No
If yes, describe these activities:
Click or tap here to enter text. In the event that groundwater is encountered during redevelopment activities (even if no is checked above), list activities for contingent management of groundwater (e.g., dewatering of groundwater from excavations or foundations, containerizing, offsite disposal, discharge to sanitary sewer, NPDES permit, or sampling procedures). If groundwater is encountered during redevelopment activities, appropriate worker safety
measures will be undertaken and groundwater will be allowed to re-infiltrate (if it does not affect
the construction schedule). If accumulated water remains, samples of the accumulated water will
be collected and analyzed for VOCs by EPA Method 8260, SVOCs by EPA Method 8270, and RCRA
8-Metals by EPA Method 6020/7471 to determine if contaminants are present. Accumulated
water that contains contaminants above NCAC 2B Surface Water Standards will be containerized
and disposed at an off-site permitted facility in accordance with regulatory requirements.
Accumulated water that does not contain contaminants above NCAC 2B Surface Water Standards

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will be managed on the site by allowing it to re-infiltrate to the ground or to be discharged to the
storm sewer in accordance with municipal, state and federal requirements. The NCDEQ Division
of Water Resources will also be consulted to determine if a NPDES Permit is required prior to
discharge to the storm sewer.

6) 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

7) 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 Redevelopment Section’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.

8) Please provide additional details as needed:

Please note, disturbance of existing site monitoring wells without approval by DEQ is not
permissible. If monitoring wells are damaged and/or destroyed, DEQ may require that the PD
be responsible for replacement of the well.

PART 3. SURFACE WATER
1) Is surface water present at the property? ☐ Yes ☒ No
2) If yes, 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 ☐ Unknown
4) Will workers or the public be in contact with surface water during planned redevelopment
activities or as part of the final redevelopment? ☐ 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):
If surface water is encountered, the water will be allowed to infiltrate into the soil and/or
managed in the same manner as groundwater detailed above.

Click or tap here to enter text.

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EMP Version 3, March 2023
PART 4. SEDIMENT
1) Are sediment sources present on the property? ☐ Yes ☒ No
2) If yes, is sediment at the property known to be contaminated? ☐ Yes ☐ No ☐ Unknown
3) Will workers or the public be in contact with sediment during planned redevelopment
activities? ☐ Yes ☐ No
4) Attach a map showing the location of known contaminated sediment at the property.
5) In the event that contaminated sediment is encountered during redevelopment activities, list
activities for management of such events (stream bed disturbance):
Not Applicable. No sediment is currently located on the site.

PART 5. SOIL VAPOR
1) Do concentrations of volatile organic compounds at the Brownfields property exceed the vapor intrusion screening levels (current version) in the following media: Groundwater Exterior Soil Vapor Sub-Slab Soil Vapor
Residential ☒ Yes ☐ No
☐ Unknown ☒ Yes ☐ No
☐ Unknown ☒ Yes ☐ No
☐ Unknown
Commercial ☒ Yes ☐ No
☐ Unknown ☒ Yes ☐ No
☐ Unknown ☒ Yes ☐ No
☐ Unknown
2) Attach a map showing the locations of all soil vapor samples including any soil vapor
contaminants that exceeds screening levels and overlays planned site development features.
3) If applicable, at what depth(s) is exterior soil vapor known to be contaminated?

4) If applicable, at what depth(s) is sub-slab soil vapor known to be contaminated?
☒0-6 inches ☐Other, please describe:
Click or tap here to enter text.
5) Will workers encounter contaminated exterior or sub-slab soil vapor during planned redevelopment activities? ☐ Yes ☐ No ☒ Unknown
In the event that apparent contaminated soil vapor is encountered (based on elevated PID
readings, unusual odors, etc.) during redevelopment activities (trenches, manways, basements or
other subsurface work,) list activities for management of such contact, INCLUDING notification to
DEQ within 48 hours of identification of the issue for determination of additional requirements:
If contaminated soil vapors are detected via olfactory observations made, contractors/workers
will stop work, take appropriate measures (first removing workers from the area, and then using
fans to provide clean air to the area, etc.) and contact ECS to mobilize to the site for observation
and documentation. The Brownfields Redevelopment Section Project Manager will be notified
~6 - 10 feet

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within 48 hours of the observation, and additional assessment will be discussed with
Brownfields. If the vapors are field screened and indicate conditions such that immediate
danger to life and health are of concern, the area shall be evacuated, and the local Fire
Department contacted. ECS will then assist in documenting the conditions and assist in
determining engineering controls for the vicinity of concern.

PART 6. INDOOR AIR
1) Are indoor air data available for the Brownfields Property? ☐ Yes ☒ No
2) If applicable, 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 ☒ N/A

☐ If no, include rationale here:
Click or tap here to enter text.
4) In the event that contaminated indoor air is encountered during redevelopment activities, list
activities for management of such contact:

VAPOR INTRUSION MITIGATION SYSTEM
1) Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property?
☒ Yes ☐ No ☐ Unknown

☐ If no or unknown, include rationale here as well as plans for pre-occupancy sampling, as
necessary:
Click or tap here to enter text.

If yes, ☐ VIMS Plan Attached or ☒ VIMS Plan to be submitted separately
If submitted separately provide date:
To be determined VIMS Plan shall be signed and sealed by a NC Professional Engineer and follow the DEQ Brownfields Redevelopment Section’s Vapor Intrusion Mitigation System Design Submittal Requirements.
Note that approval of this EMP does not imply approval with any vapor intrusion mitigation land
use restrictions or requirements of the recorded or draft Brownfields Agreement and that
separate approval of mitigation measures will be required.

If there are sub-slab/utility trench vapor contamination issues, indoor air will be monitored. In the
event that contaminated indoor air is encountered based upon olfactory observations made by
contractors/workers, indoor air quality will be ventilated using blowers and fans to circulate air
throughout the redevelopment process.

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CONTINGENCY PLAN

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, or other 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:
☒ Minimum Sample Requirements: Volatile organic compounds (VOCs) by EPA Method 8260;
Semi-volatile organic compounds (SVOCs) by EPA Method 8270; and Metals RCRA List +
Hexavalent Chromium by EPA Method 6020/7199

☐ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.

☐ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text.

☐ Other Constituents & Analytical Method(s) (e.g. Herbicides)
Please note, if field observations indicate the need for additional analyses, they should
be conducted, even if not listed here.
Click or tap here to enter text.

Please provide details on the proposed methods of managing the following commonly
encountered issues during redevelopment of Brownfields Properties.

Underground Storage Tanks – Note that UST Section guidelines must be followed for sample
frequency during UST closure. Unless damage to onsite structures to remain as part of
redevelopment would occur, USTs shall be removed from the Brownfields Property:
If encountered, the contents of an Underground Storage Tank (UST) will be evaluated, and based on
the contents, the UST will be removed and transported offsite for disposal/recycling. Fluids within a
discovered UST will be removed using a vacuum truck and properly disposed. Soil samples will be
collected (one per 10 feet of the UST and associated piping) from the base of the UST excavation
and submitted for laboratory analysis as referenced above. UST removal and disposal activities will
be conducted in accordance with DEQ UST Section guidelines.

In the event that an unknown UST or impacts associated with an UST release are discovered at the
Site during redevelopment activities, the UST and/or UST-related impacts will be addressed through

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EMP Version 3, March 2023
the Brownfields Redevelopment Section. The Brownfields Redevelopment Section Project Manager
will be notified within 48 hours of the discovery of the UST.

Sub-Grade Feature/Pit:
If sub-grade features, pits, etc. are encountered, the contractor will be instructed to stop work and
contact ECS to evaluate the feature. If a feature, pit, etc. is identified, the contents and the feature,
pit, etc. itself will be removed and transported offsite for disposal. Following removal, soil samples
will be collected from the base and sidewalls of the excavation and submitted for laboratory
analysis as referenced above.

In the event that an unknown sub-grade feature, pit or associated impacts from a release are
discovered at the site during redevelopment activities, the feature and /or related impacts will be
addressed through the Brownfields Redevelopment Section. The Brownfields Redevelopment
Section Project Manager will be notified within 48 hours of the discovery.

Buried Waste Material – Note that if buried waste, non-native fill, or any obviously filled materials
is encountered, the DEQ Brownfields Redevelopment Section must be notified to determine if
investigation of landfill gases is required:
If buried waste material is encountered, the contractor will be instructed to stop work and contact
ECS to evaluate. Following evaluation, if confirmed, the waste will be removed, characterized, and
disposed of off-site. Soil samples will be collected from the base and sidewalls (one for every 10 feet
of base/sidewall) of the excavated material and submitted for laboratory analysis as referenced
above.

If the event that buried waste material is encountered at the site during redevelopment activities,
the material and/or related impacts will be addressed through the Brownfields Redevelopment
Section. The Brownfields Redevelopment Section Project Manager will be notified within 48 hours of
the discovery to determine whether landfill gases on site need to be evaluated. Following evaluation,
if confirmed, the waste will be removed, characterized, and disposed of offsite or, with the
Brownfields Redevelopment Section Project Manager’s prior approval, managed onsite.

Re-Use of Impacted Soils Onsite:
If impacted soil is encountered during redevelopment activities and is able to be reused onsite
based on geotechnical characteristics and nature of soil contaminant impacts, we will confer with
the Brownfields Redevelopment Section Project Manager to determine if the location(s) of the
reused soil needs to be surveyed and the plat be updated. Reuse of soil onsite is discussed in Part
1.A.3 and 1.A.4 above.

If unknown, impacted soil is identified onsite, management onsite 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 onsite.
If other potential contingency plans are pertinent, please provide other details or scenarios as
needed below:
Not Applicable

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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 1/31/2025

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).

☒ 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.
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EMP Version 3, March 2023
i APPROVAL SIGNATURES i
Brownfields Project Number: 26076-22-060
Date 11/7/2023
Date 11/7/2023
Insert PE/PG Seal Above
11/9/2023
Brownfields Project Manager: William Schmithorst Date Click or tap to enter a date.
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EMP Version 3, March 2023

FIGURES

FIGURE 1
USGS TOPOGRAPHIC MAP
1601 SOUTH BOUELVAR PROPERTY
1601 SOUTH BOULEVARD
CHARLOTTE, NORTH CAROLINA
ECS PROJECT NO. 49:15946-D
SOURCE:
USGS 7.5’ TOPOGRAPHIC MAP
CHARLOTTE EAST, NC 2022
SCALE:
AS SHOWN
SITE
FIGURE 2
MARCH 2023 SAMPLE LOCATIONS MAP
1601 SOUTH BOULEVARD PROPERTY
1601 SOUTH BOULEVARD
CHARLOTTE, NORTH CAROLINA
ECS PROJECT NO. 49:15946-D
SOURCE:
MECKLENBURG COUNTY GIS WEBSITE
ACCESSED JUNE 20, 2023
SCALE:
AS SHOWN
APPROXIMATE SITE BOUNDARY
LEGEND
APPROXIMATE PREVIOUS SOIL SAMPLE LOCATION
APPROXIMATE PREVIOUS GROUNDWATER SAMPLE LOCATION
SB-6/SG-2
SB-3/SG-1
TW-4
TW-3
TW-1
TW-2
SB-7
SB-4
SB-8
SB-2
SB-1
SB-5
SB-9
APPROXIMATE PREVIOUS EXTERIOR SOIL GAS SAMPLE LOCATION
FIGURE 3
AUGUST 2023 SAMPLE LOCATIONS MAP
1601 SOUTH BOULEVARD PROPERTY
1601 SOUTH BOULEVARD
CHARLOTTE, NORTH CAROLINA
ECS PROJECT NO. 49:15946-D
SOURCE:
MECKLENBURG COUNTY GIS WEBSITE
ACCESSED JUNE 20, 2023
SCALE:
AS SHOWN
APPROXIMATE SITE BOUNDARY
LEGEND
APPROXIMATE PROPOSED SOIL SAMPLE LOCATION
APPROXIMATE PROPOSED SUB-SLAB SOIL GAS SAMPLE LOCATION
APPROXIMATE PROPOSED
BUILDING FOOTPRINT
SS-1
SS-2
SS-3
P-1
P-2
E-1
E-2
P-3
DP-1
DP-2
FIGURE 4
SOIL SAMPLES EXCEEDANCES MAP
1601 SOUTH BOULEVARD PROPERTY
1601 SOUTH BOULEVARD
CHARLOTTE, NORTH CAROLINA
ECS PROJECT NO. 49:15946-D
SOURCE:
MECKLENBURG COUNTY GIS WEBSITE
ACCESSED JUNE 20, 2023
SCALE:
AS SHOWN
APPROXIMATE SITE BOUNDARY
LEGEND
APPROXIMATE PROPOSED SOIL SAMPLE LOCATION
APPROXIMATE PROPOSED
BUILDING FOOTPRINT
P-1
P-2
E-1
E-2P-3
DP-1
DP-2
SB-6
SB-3
SB-7
SB-4
SB-8
SB-2
SB-1
SB-5
SB-9
FORMER DRYCLEANERS
(134 East Park Ave., 212
East Park Ave., 1527
South Blvd.
Benzo(a)pyrene –0.16 mg/kg
Arsenic –9.63 mg/kg
Hexavalent Chromium –0.60 J
Lead –412 mg/kg
Arsenic –8.60 mg/kg
Arsenic –2.65 mg/kg
Mercury –5.64 mg/kg
Benzo(a)pyrene –0.27 mg/kg
Arsenic 1.10 J mg/kg
Hexavalent Chromium –0.764 J mg/kg
Benzo(a)pyrene –1.7 mg/kg
Benzo(b)fluoranthene –2.4 mg/kg
Dibenz(a,h)anthracene –0.31 J mg/kg
Arsenic –3.87 mg/kg
Benzo(a)pyrene –0.17 J mg/kg
Arsenic –2.22 mg/kg
Hexavalent Chromium –2.09 mg/kg
Arsenic –4.32 mg/kg
Arsenic –4.73 mg/kg
Arsenic –2.51 mg/kg
Arsenic –1.64 mg/kg
Arsenic –0.816 J mg/kg
Hexavalent Chromium –1.95 mg/kg
Arsenic –0.905 J mg/kg
Hexavalent Chromium –0.587 J mg/kg
Arsenic –3.96 mg/kg
Hexavalent Chromium –2.21 mg/kg
Benzo(a)anthracene –5.5 mg/kg
Benzo(a)pyrene –5.7 mg/kg
Benzo(b)fluoranthene –6.9 mg/kg
Dibenz(a,h)anthracene –0.97 mg/kg
Indeno(1,2,3-cd)pyrene –3.3 mg/kg
Napthalene–2.2 mg/kg
Arsenic –2.48 mg/kg
Hexavalent Chromium –1.09 J mg/kg
Arsenic –9.07 mg/kg
Arsenic –3.20 mg/kg
Hexavalent Chromium –2.66 mg/kg
NOTE: ONLY COMPOUNDS DETECTED GREATER THAN RESIDENTIAL PSRGS ARE SHOWN.
FIGURE 3
GROUNDWATER/SOIL GAS SAMPLES
EXCEEDANCES MAP
1601 SOUTH BOULEVARD PROPERTY
1601 SOUTH BOULEVARD
CHARLOTTE, NORTH CAROLINA
ECS PROJECT NO. 49:15946-D
SOURCE:
MECKLENBURG COUNTY GIS WEBSITE
ACCESSED JUNE 20, 2023
SCALE:
AS SHOWN
APPROXIMATE SITE BOUNDARY
LEGEND
APPROXIMATE GROUNDWATER SAMPLE LOCATION
APPROXIMATE SUB-SLAB SOIL GAS SAMPLE LOCATION
APPROXIMATE PROPOSED
BUILDING FOOTPRINT
SS-1
SS-2
SS-3
SG-2
SG-1
TW-4
TW-3
TW-1
TW-2
APPROXIMATE EXTERIOR SOIL GAS SAMPLE LOCATION
FORMER DRYCLEANERS
(134 East Park Ave., 212
East Park Ave., 1527
South Blvd.
Tetrachloroethene –34.6 mg/L
Trichloroethene –14.5 mg/L
Total Chromium –17.6 mg/L
Tetrachloroethene –1.3 mg/L
Tetrachloroethene –1.2 mg/L
1,3-Butadiene –34.3 mg/m3
1,3-Butadiene –7.4 mg/m3
Tetrachloroethene –60,800 mg/m3
Trichloroethene –734 mg/m3
Tetrachloroethene –740 mg/m3
Chloroform –8.47 mg/m3
Tetrachloroethene –64,100 mg/m3
Trichloroethene –235 mg/m3
None above Residential VISL
NOTE: ONLY COMPOUNDS DETECTED GREATER THAN NC2LGQS OR RESIDENTIAL VISLS ARE SHOWN.

TABLES

Table 1
Summary of Soil Samples Analytical Results
1601 South Boulevard Site
1601-1617 South Boulevard & 1612 Cleveland Avenue
Charlotte, Mecklenburg County, North Carolina
ECS Project Nos.: 49:15946-D
SB-1 SB-2 SB-3 SB-4 SB-5 SB-6 SB-7 SB-DUP* SB-8 SB-9 SB-DUP* DP-1 DP-2
03/16/23 03/16/23 03/16/23 03/16/23 03/16/23 03/16/23 03/16/23 03/16/23 03/16/23 03/16/23 08/04/23 08/04/23 08/04/23 08/04/23 08/04/23 08/04/23 08/04/23 08/04/23 08/04/23 08/04/23 08/04/23 08/04/23 08/04/23
2 - 5 1.5 - 5 1.5 - 5 1.5 - 5 1 - 5 1 - 5 4 - 6 4 - 6 1.5 - 5 1.5 - 5 5 - 10 10 - 15 5 - 10 10 - 15 5 - 10 10 - 15 5 - 10 10 - 15 5 - 10 5 - 10 10 - 15 0 - 5 0 - 5
Acetone <0.045 <0.045 <0.044 <0.044 <0.044 <0.0048 <0.044 <0.47 <0.044 <0.060 0.093 J <0.051 <0.049 <0.067 <0.056 <0.048 <0.062 <0.070 <0.072 <0.039 <0.045 <0.047 <0.056 25 14,000
Benzene 0.0085 <0.0028 <0.0027 <0.0027 <0.0028 <0.0030 <0.0028 <0.0029 <0.0027 <0.0037 0.0079 <0.0032 <0.0030 <0.0042 <0.0035 <0.0030 <0.0038 <0.0043 <0.0045 <0.0024 <0.0028 <0.0029 <0.0035 0.01 1.2
2-Butanone (MEK)<0.033 <0.034 <0.033 <0.033 <0.033 <0.036 <0.033 <0.035 <0.033 <0.045 0.046 J <0.038 <0.036 <0.050 <0.042 <0.036 <0.046 <0.052 <0.054 <0.029 <0.034 <0.035 <0.042 17 5,500
n-Butylbenzene 0.0052 J <0.0044 <0.0043 <0.0043 <0.0044 <0.0047 <0.0044 <0.0046 <0.0043 <0.0059 <0.0050 <0.0050 <0.0048 <0.0066 <0.0055 <0.0047 <0.0061 <0.0069 <0.0071 <0.0038 <0.0045 <0.0046 <0.0055 4.5 780
Chloromethane <0.0059 <0.0059 <0.0058 <0.0058 <0.0058 <0.0063 <0.0058 <0.0061 <0.0057 <0.0078 <0.0066 <0.0067 <0.0064 <0.0088 <0.0074 <0.0063 <0.0081 <0.0092 0.032 <0.0051 <0.0059 <0.0062 <0.0073 0.015 23
1,3-Dichlorobenzene <0.0022 <0.0022 0.0039 J <0.0021 <0.0021 <0.0023 <0.0021 <0.0023 <0.0021 <0.0029 <0.0024 <0.0025 <0.0023 <0.0033 <0.0027 <0.0023 <0.0030 <0.0034 <0.0035 <0.0019 <0.0022 <0.0023 <0.0027 NE NE
1,4-Dichlorobenzene <0.0018 <0.0018 0.0037 J <0.0018 <0.0018 <0.0020 <0.0018 <0.0019 <0.0018 <0.0024 <0.0020 <0.0021 <0.0020 <0.0027 <0.0023 <0.0020 <0.0025 <0.0028 <0.0029 <0.0016 <0.0018 <0.0019 <0.0023 0.12 2.8
Ethylbenzene 0.0095 <0.0033 <0.0032 <0.0032 <0.0032 <0.0035 <0.0032 <0.0034 <0.0032 <0.0043 <0.0037 <0.0037 <0.0035 <0.0049 <0.0041 <0.0035 <0.0045 <0.0051 <0.0053 <0.0028 <0.0033 <0.0034 <0.0041 1.3 6.1
Isopropylbenzene (Cumene)0.0036 J <0.0024 <0.0023 <0.0023 <0.0024 <0.0026 <0.0024 <0.0025 <0.0023 <0.0032 <0.0027 <0.0027 <0.0026 <0.0036 <0.0030 <0.0026 <0.0033 <0.0037 <0.0038 <0.0020 <0.0024 <0.0025 <0.0030 2.3 410
Methylene Chloride 0.078 0.084 0.099 0.092 0.040 0.077 0.081 0.081 0.096 0.12 <0.022 0.024 J <0.021 <0.029 <0.024 <0.021 <0.026 <0.030 <0.031 <0.017 <0.019 <0.020 <0.024 0.025 58
4-Methyl-2-pentanone (MIBK)0.019 J <0.0068 <0.0066 <0.0066 0.0067 <0.0073 <0.0067 <0.0070 <0.0066 <0.0090 <0.0076 <0.0077 <0.0073 <0.010 <0.0085 <0.0072 <0.0093 <0.011 <0.011 <0.0058 <0.0068 <0.0071 <0.0084 0.45 7,000
Naphthalene 0.054 <0.0037 <0.0036 <0.0036 <0.0036 <0.0040 <0.0036 <0.0038 <0.0036 <0.0049 0.26 0.0070 J <0.0040 <0.0055 <0.0046 <0.0040 <0.0051 <0.0057 <0.0059 0.0066 <0.0037 <0.0039 <0.0046 0.39 2.1
n-Propylbenzene 0.0058 J <0.0025 <0.0024 <0.0024 <0.0025 <0.0027 <0.0025 <0.0026 <0.0024 <0.0033 <0.0028 <0.0028 <0.0027 <0.0037 <0.0031 <0.0027 <0.0034 <0.0039 <0.0040 <0.0021 <0.0025 <0.0026 <0.0031 2.6 780
Tetrachloroethene <0.0022 <0.0022 <0.0022 <0.0022 <0.0022 <0.0024 0.024 0.0065 J 0.075 0.027 0.12 <0.0025 0.043 0.021 <0.0028 <0.0024 <0.0031 <0.0034 <0.0036 0.042 <0.0022 <0.0023 0.0064 J 0.0063 17
Toluene 0.052 <0.0048 <0.0047 <0.0047 <0.0048 <0.0052 <0.0048 <0.0050 <0.0047 <0.0064 0.0074 J <0.0055 <0.0052 <0.0072 <0.0061 <0.0052 <0.0067 <0.0075 <0.0078 <0.0042 <0.0049 <0.0051 <0.0060 8.3 990
1,2,4-Trimethylbenzene 0.031 <0.0042 <0.0041 <0.0041 <0.0041 <0.0045 <0.0041 <0.0043 <0.0040 <0.0055 0.037 <0.0047 <0.0045 <0.0062 <0.0052 <0.0045 <0.0057 <0.0065 <0.0067 <0.0036 <0.0042 <0.0044 <0.0052 12 63
1,3,5-Trimethylbenzene 0.010 <0.0024 <0.0023 <0.0023 <0.0023 <0.0025 <0.0023 <0.0024 <0.0023 <0.0031 <0.0026 <0.0027 <0.0025 <0.0035 <0.0029 <0.0025 <0.0032 <0.0037 <0.0038 <0.0020 <0.0024 <0.0025 <0.0029 11 56
Total Xylenes 0.094 <0.0040 <0.0039 <0.0039 <0.0039 <0.0043 <0.0039 <0.0041 <0.0039 <0.0053 <0.0045 <0.0046 <0.0043 <0.0060 <0.0050 <0.0043 <0.0055 0.023 <0.0064 <0.0034 <0.0040 <0.0042 <0.0050 9.9 120
Acenaphthene <0.00082 <0.00081 <0.00081 <0.00080 0.00084 J <0.00084 <0.00079 0.0056 J 0.030 <0.00096 0.64 <0.15 <0.16 <0.17 <0.14 <0.16 <0.17 <0.18 <0.19 2.3 <0.15 <0.15 <0.16 16 720
Acenaphthylene <0.00091 <0.00090 0.0013 J <0.0089 0.0019 J 0.0019 J <0.00088 0.0010 J <0.00086 <0.011 <0.15 <0.15 <0.16 <0.17 <0.14 <0.16 <0.17 <0.18 <0.19 <0.14 <0.15 <0.15 <0.16 NE NE
Anthracene 0.041 0.00096 J 0.0017 J 0.0015 J 0.0050 J 0.0050 J <0.00071 0.0086 J 0.093 <0.00085 0.81 <0.14 <0.15 <0.16 <0.13 <0.15 <0.16 <0.21 <0.17 3.5 <0.14 <0.14 <0.15 1,300 3,600
Benzo(a)anthracene 0.16 0.0036 J 0.0091 J 0.0093 J 0.021 0.014 J 0.0043 J 0.042 0.031 0.0022 J 1.6 <0.15 0.15 J <0.16 <0.14 <0.15 <0.16 <0.18 <0.18 5.5 <0.14 <0.14 <0.15 0.35 1.1
Benzo(a)pyrene 0.16 0.0029 J 0.0099 J 0.0096 J 0.018 0.010 J 0.0043 J 0.057 0.27 0.0022 J 1.7 <0.15 0.17 J <0.17 <0.14 <0.15 <0.17 <0.18 <0.18 5.7 <0.15 <0.15 <0.16 0.12 0.11
Benzo(b)fluoranthene 0.22 0.0050 J 0.017 0.015 0.027 0.015 0.0089 J 0.099 0.38 0.0047 J 2.4 <0.15 0.26 J <0.16 <0.14 <0.15 0.25 J <0.18 <0.18 6.9 <0.14 <0.14 <0.15 1.2 1.1
Benzo(g,h,i)perylene 0.082 <0.0017 0.0068 J 0.0045 J 0.0073 J 0.0038 J 0.0020 J 0.026 0.11 <0.0020 1.1 <0.17 <0.17 <0.19 <0.16 <0.17 <0.19 <0.20 <0.21 3.8 <0.17 <0.16 <0.17 NE NE
Benzo(k)fluoranthene 0.081 0.0019 J 0.0064 J 0.0058 J 0.0099 J 0.0063 J 0.0035 J 0.040 0.14 0.0016 J 0.88 <0.15 <0.16 <0.17 <0.14 <0.16 <0.17 <0.18 <0.19 2.7 <0.15 <0.15 <0.16 12 11
Butylbenzylphthalate <0.19 <0.18 <0.18 <0.18 <0.18 <0.19 <0.17 <0.18 <0.18 <0.21 47 <0.18 <0.19 <0.21 <0.17 <0.19 <0.21 <0.22 <0.22 <0.17 <0.18 <0.18 <0.19 290 290
Chrysene 0.19 0.0038 J 0.011 J 0.011 J 0.022 0.011 J 0.0071 J 0.095 0.31 0.0034 J 1.7 <0.16 0.22 J <0.18 <0.15 <0.16 0.20 J <0.19 <0.19 5.5 <0.16 <0.15 <0.16 36 110
Dibenz(a,h)anthracene 0.025 <0.0017 0.0017 J <0.0017 0.0023 J <0.0018 <0.0016 0.0075 J 0.036 <0.0020 0.31 J <0.17 <0.17 <0.19 <0.16 <0.17 <0.19 <0.20 <0.20 0.97 <0.17 <0.16 <0.17 0.38 0.11
Dibenzofuran <0.16 <0.16 <0.15 <0.15 <0.15 <0.16 <0.16 <0.16 <0.15 <0.18 0.24 J <0.16 <0.16 <0.18 <0.15 <0.16 <0.18 <0.19 <0.19 0.90 <0.16 <0.15 <0.16 10 16
bis(2-Ethylhexyl)phthalate <0.17 <0.17 <0.17 <0.16 <0.17 <0.17 <0.17 <0.17 <0.16 <0.20 0.22 J <0.17 <0.17 <0.19 <0.16 <0.17 <01.9 <0.20 <0.21 <0.15 <0.17 <0.16 <0.17 14 39
Fluoranthene 0.31 0.0080 J 0.018 0.018 0.049 0.033 0.017 0.26 0.64 0.0071 J 3.9 <0.15 0.53 <0.17 <0.14 <0.15 0.39 J <0.18 <0.18 11.2 <0.15 <0.15 <0.15 670 480
Fluorene 0.013 J <0.00096 <0.00096 <0.00095 0.0011 J <0.0010 <0.00094 0.0060 J 0.027 <0.011 0.56 <0.15 <0.16 <0.17 <0.14 <0.16 <0.17 <0.18 <0.19 1.7 <0.15 <0.15 <0.16 110 480
Indeno(1,2,3-cd)pyrene 0.083 <0.0017 0.0065 J 0.0050 J 0.0082 J 0.0043 J 0.0023 J 0.031 0.14 <0.0020 0.91 <0.17 <0.17 <0.19 <0.16 <0.18 <0.19 <0.21 <0.21 3.3 <0.17 <0.17 <0.18 3.9 1.1
1-Methylnaphthalene 0.27 0.0020 J 0.0053 J 0.014 0.0030 J <0.0010 <0.00096 <0.0010 0.0098 J <0.0012 <0.15 <0.17 <0.16 <0.17 <0.14 <0.16 <0.17 <0.18 <0.19 2.2 <0.15 <0.15 <0.16 0.11 18
2-Methylnaphthalene 0.36 0.0032 J 0.0062 J 0.017 0.0038 J <0.0024 <0.0023 <0.0024 0.016 <0.0027 0.17 J <0.17 <0.18 <0.19 <0.16 <0.18 <0.20 <0.21 <0.21 2.4 <0.17 <0.17 <0.18 3.1 48
Naphthalene 0.27 0.0023 J 0.0045 J 0.013 J 0.0037 J 0.0025 J <0.0014 <0.0015 0.026 <0.0017 0.38 J <0.15 <0.15 <0.17 <0.14 <0.15 <0.17 <0.18 <0.18 2.2 <0.15 <0.14 <0.15 0.39 2.1
Pentachlorophenol <0.44 <0.42 <0.42 <0.42 <0.42 <0.44 <0.42 <0.43 <0.41 <0.49 <0.41 <0.43 <0.43 <0.48 <0.40 <0.44 0.63 J <0.51 <0.52 <0.39 <0.42 <0.41 <0.44 0.0083 1.0
Phenanthrene 0.24 0.0054 J 0.0087 J 0.012 J 0.017 0.0076 J 0.0070 J 0.15 0.33 <0.0032 3.3 <0.14 0.39 J <0.16 <0.13 <0.15 0.20 J <0.17 <0.17 15.6 <0.14 <0.14 <0.15 NE NE
Pyrene 0.29 0.0068 J 0.016 0.016 0.042 0.028 0.013 0.19 0.52 0.0055 J 2.7 <0.18 0.40 J <0.20 <0.17 <0.18 0.32 J <0.21 <0.21 12.9 <0.18 <0.17 <0.18 440 360
Arsenic 9.63 4.32 4.73 8.60 2.65 2.51 1.64 1.21 J 1.10 J 0.816 J 3.87 0.656 J 2.22 2.05 0.905 J 0.493 J 1.27 J 3.23 3.96 2.48 0.747 J 9.07 3.20 5.8 0.68
Barium 260 119 151 143 53.0 22.2 17.8 11.6 21.1 16.0 62.8 20.6 30.0 161 21.7 10.9 94.2 179 282 104 31.4 194 25.3 580 3,100
Cadmium 0.584 J 0.173 J 0.152 J 1.04 J <0.113 <0.116 <0.111 <0.112 <0.126 <0.132 0.543 J <0.119 <0.115 0.260 J <0.122 <0.114 <0.144 <0.145 0.144 J <0.102 <0.118 0.423 J <0.124 3.0 1.4
Total Chromium 36.9 48.2 23.0 38.0 34.7 41.0 37.3 45.0 105.0 64.5 39.0 9.80 32.0 46.9 12.3 5.61 J 172 53 46.7 44.4 5.7 46.8 632 --- ---
Trivalent Chromium 36.3 46.1 23.0 38.0 34.7 41.0 37.3 45.0 104.2 62.6 39.0 9.80 32.0 44.8 11.7 5.6 171 51 44.5 43.3 5.2 46.8 629 360,000 23,000
Hexavalent Chromium 0.606 J 2.10 <0.319 <0.325 <0.339 <0.344 <0.338 <0.334 0.764 J 1.95 <0.316 <0.356 <0.344 2.09 0.587 J <0.339 0.690 J 1.90 2.21 1.09 J 0.418 J <0.333 2.66 3.8 0.31
Lead 412 69.2 39.6 309 32.1 12.7 11.0 9.81 8.83 1.87 J 67.6 1.60 J 9.73 37.3 7.14 1.30 J 49.0 6.60 15.8 21.2 7.33 268 15.3 250 400
Mercury 0.518 0.199 0.0353 J 0.388 5.64 <0.0244 <0.0233 <0.0235 0.0494 J <0.0278 0.0971 <0.0251 0.0259 J <0.0282 0.0528 J <0.0239 <0.303 <0.304 <0.0295 0.0398 J <0.0248 0.205 0.0313 J 1.0 4.7
Selenium 1.63 J 0.942 J 0.514 J 0.623 J 0.576 J 0.774 J 0.746 J 0.605 J 0.586 J 0.358 J 0.582 J 0.296 J 0.708 J 1.45 J <0.257 <0.239 0.841 J 3.31 J 3.96 J 0.873 J <0.248 1.30 J 0.837 J 2.1 78
Silver 0.364 J <0.107 <0.109 <0.109 <0.114 <0.117 <0.112 <0.113 <0.127 <0.134 <0.107 <0.121 <0.117 <0.135 <0.124 <0.115 <0.146 <0.146 <0.142 <0.104 <0.119 0.245 J <0.125 3.4 78
Notes:
All results presented in milligrams per kilogram (mg/kg) Value to right of “<” symbol are laboratory method detection limits. Laboratory method reporting limits may be found in the laboratory report.
Compounds not shown were not detected J = Estimated concentration detected between laboratory method reporting limit and detection limit
VOCs = Volatile Organic Compounds VALUE = concentration greater than the laboratory method detection limit
SVOCs = Semi-volatile Organic Compounds VALUE = concentration greater than the Protection of Groundwater PSRG
PSRG = NCDEQ Preliminary Soil Remediation Goals (Janaury 2023) VALUE = concentration greater than the Residential PSRG
* = SB-DUP is a duplicate sample of SB-7 sample
P-1 P-2 P-3 Protection of
Groundwater
PSRG
Residential
PSRG
E-1 E-2
Total Metals By EPA Methods 6010/7471/7199SVOCs by EPA Method 8270 VOCs by EPA Method 8260
Sample ID
Sample Date
Sample Depth (x to y ft bgs)
Table 2
Summary of Groundwater Samples Analytical Results
1601 South Boulevard Site
1601-1617 South Boulevard & 1612 Cleveland Avenue
Charlotte, Mecklenburg County, North Carolina
ECS Project Nos.: 49:15946-D
TW-1 TW-2 TW-DUP* TW-3 TW-4
03/24/23 03/24/23 03/24/23 03/24/23 03/24/23
1,1-Dichloroethene 0.55 J <0.35 <0.35 <0.35 <0.35 350 39
Tetrachloroethene 34.6 <0.29 <0.29 1.3 1.2 0.7 12
Trichloroethene 14.5 <0.38 <0.38 <0.38 <0.38 3 1.0
2-Methylnaphthalene <0.036 <0.039 <0.036 0.052 J 0.041 J 30 NE
Naphthalene 0.066 J <0.067 <0.063 <0.067 <0.067 6 4.6
Arsenic 1.1 1.4 1.5 1.9 1.7 10 NV
Barium 154 26.7 32.2 39.4 50.1 700 NV
Cadmium 0.10 J <0.060 <0.060 0.21 0.23 2 NV
Total Chromium 9.0 17.0 17.6 5.6 6.9 10 NE
Trivalent Chromium 7.1 5.0 5.6 4.8 6.6 NE NV
Hexavalent Chromium 1.9 12.0 12.0 0.76 0.32 NE NV
Lead 1.7 0.51 J 0.63 J 3.0 2.3 15 NV
Mercury <0.12 <0.12 <0.12 <0.12 <0.12 1 0.18
Selenium 0.74 J 2.8 2.9 1.1 J 0.94 J 20 NV
Silver <0.070 <0.070 <0.070 <0.070 <0.070 20 NE
Notes:
All results presented in micrograms per liter (mg/L)
Compounds not shown were not detected
VOCs = Volatile Organic Compounds
SVOCs = Semi-volatile Organic Compounds
NC2LGWQS = North Carolina 2L Groundwater Quality Standards (April 2022)
Residential Groundwater VISL = NCDEQ Residential Groundwater Vapor Instrusion Screening Level (Janaury 2023)
Non-Residential Groundwater VISL = NCDEQ Non-Residential Groundwater Vapor Instrusion Screening Level (Janaury 2023)
Value to right of “<” symbol are laboratory method detection limits. Laboratory method reporting limits may be found in the laboraotry report.
* = TW-DUP is a duplicate sample of the TW-2 record sample
J = Estimated concentration detected between laboratory method reporting limit and detection limit
NE = Not established
NV = Not volatile
VALUE = concentration greater than the laboratory method reporting limit
VALUE = concentration greater than the NC2LGWQS
VALUE = concentration greater than the Residential Groundwater VISL
VALUE = concentration greater than the Non-Residential Groundwater VISL
Residential
Groundwater VISL NC2LGWQS Sample ID
Sample Date
Total RCRA Metals by EPA Method 6010/7470/7199SVOCs by EPA
Method 8270 SIM
VOCs by EPA
Method 8260
Table 3
Summary of Exterior Soil Gas Samples Analytical Results
1601 South Boulevard Site
1601-1617 South Boulevard & 1612 Cleveland Avenue
Charlotte, Mecklenburg County, North Carolina
ECS Project Nos.: 49:15946-D
Sample ID SG-1 SG-2 SG-DUP*
Initial Laboratory Vacuum Reading (in Hg) -30 -30 -30
Initial Sample Vacuum Reading (in Hg) -27.5 -28 -30
Final Sample Vacuum Reading (in Hg) -5 -5 -5
Sample Date 03/17/23 03/17/23 03/17/23
Acetone 44.9 66.1 25.2 NE NE
Benzene 11.9 3.26 2.50 12 160
1,3-Butadiene 34.3 7.4 2.30 J 3.1 41
2-Butanone (MEK) 6.40 2.84 J 2.98 J 35,000 440,000
Carbon Disulfide 9.90 3.33 2.76 4,900 61,000
Carbon Tetrachloride 0.649 J <0.461 <0.461 16 200
Chloromethane <0.213 0.558 0.392 J 630 7,900
Dichlorodifluoromethane (Freon 12)1.95 3.31 3.41 700 8,800
cis-1,2-Dichloroethene <0.311 5.63 7.01 280 3,500
trans-1,2-Dichloroethene <0.267 0.614 J 0.733 J 280 3,500
Ethanol 38.5 159 111 NE NE
Ethylbenzene 2.18 0.737 J 0.789 J 37 490
Ethyl acetate 0.461 J 0.842 1.04 490 6,100
4-Ethyltoluene <0.384 <0.384 0.599 J NE NE
Heptane 18.3 2.74 1.34 2,800 35,000
Hexane 52.5 9.52 3.53 4,900 61,000
Methylene Chloride <0.340 1.53 0.965 3,400 53,000
2-Propanol (Isopropanol) 7.23 58.0 16.7 1,400 18,000
Propylene 651 118 35.0 21,000 260,000
Styrene 0.540 J 0.344 J 0.395 J 700 88,000
Tetrachloroethene 39.5 26,800 60,800 280 3,500
Toluene 18.2 J 7.04 5.54 35,000 440,000
Trichloroethene 1.90 528 734 14 180
Trichlorofluoromethane (Freon 11)<0.460 <0.460 1.26 NE NE
1,2,4-Trimethylbenzene 0.613 J 0.525 J 0.594 J 420 5,300
2,2,4-Trimethylpentane <0.621 3.05 1.08 NE NE
Total Xylenes 4.43 2.18 J 2.64 700 8,800
Notes:
Results presented in micrograms per cubic meter (µg/m3)
in Hg = inches of mercury
Residential VISL = NCDEQ-DWM Residential Exterior Vapor Intrusion Screening Level (January 2023)
Non-Residential VISL = NCDEQ-DWM Non-Residential Exterior Vapor Intrusion Screening Level (January 2023)
Value to right of “<” symbol are laboratory method detection limits. Laboratory method reporting limits may be found in the laboratory report.
* = SG-DUP sample is a duplicate sample of the SG-2 record sample.
J = Estimated concentration detected between laboratory method detection limit and reporting limit
NE = No Standard Established
VALUE = concentration greater than the laboratory method detection limit
VALUE = concentration greater than the Residential VISL
VALUE = concentration greater than the Non-Residential VISL
Residential VISL Volatile Organic Compounds by EPA TO-15Non-Residential
VISL
Table 4
Summary of Sub-Slab Soil Gas Samples Analytical Results
1601 South Boulevard Site
1601-1617 South Boulevard & 1612 Cleveland Avenue
Charlotte, Mecklenburg County, North Carolina
ECS Project Nos.: 49:15946-D
Sample ID SS-1 SS-DUP* SS-2 SS-3
IniƟal Laboratory Vacuum Reading (in Hg)-30 -30 -30 -30
Initial Sample Vacuum Reading (in Hg) -29 -26 -30 -28
Final Sample Vacuum Reading (in Hg) -5 -5 -5 -5
Sample Date 08/01/23 08/01/23 08/01/23 08/01/23
Acetone 51.3 40.4 36.6 2,470 NE
Benzene 0.738 0.648 4.44 5.81 12
2-Butanone (MEK) 7.22 5.54 7.34 175 35,000
Carbon Disulfide 3.67 3.42 1.23 1.20 4,900
Chloroform 1.92 <0.349 8.47 <0.349 4.1
Chloromethane 1.11 1.23 0.925 0.636 630
Cyclohexane 5.75 1.36 <0.259 3.40 42,000
Dichlorodifluoromethane (Freon 12)5.64 <0.678 3.96 1.72 700
Ethanol 26.0 26.8 27.5 402 NE
Ethylbenzene 0.767 J 0.715 J 1.67 30.1 37
4-Ethyltoluene <0.384 0.488 J 0.425 J 2.13 NE
Heptane 0.622 J <0.425 2.28 2.87 2,800
Hexane 1.08 J <0.726 3.60 3.18 4,900
2-Hexanone (MBK) 2.35 J <0.544 <0.544 38.5 210
Methylene Chloride 1.29 <0.340 <0.340 <0.340 3,400
4-Methyl-2-pentanone (MIBK) 1.41 J <0.313 0.807 J 29.4 21,000
Methyl tert butyl ether <0.233 <0.233 <0.233 3.05 360
2-Propanol (Isopropanol) 6.93 7.13 4.84 204 1,400
Propylene <0.160 <0.160 <0.160 10.8 21,000
Styrene 1.13 0.476 J 2.04 26.2 700
Tetrachloroethene 740 616 64,100 141 280
Toluene 3.19 <0.328 5.05 38.8 35,000
1,1,1-Trichloroethane <0.400 <0.400 1.16 <0.400 35,000
Trichloroethene 1.37 0.873 J 235 2.03 14
Trichlorofluoromethane (Freon 11)1.49 1.33 1.99 1.85 NE
1,1,2-Trichlorotrifluoroethane 0.730 J <0.608 1.43 J <0.608 35,000
1,2,4-Trimethylbenzene 1.14 <0.375 2.29 8.39 420
1,3,5-Trimethylbenzene <0.382 <0.382 0.746 J 4.54 420
2,2,4-Trimethylpentane <0.621 <0.621 0.710 J 24.2 NE
Total Xylenes 3.41 1.86 J 5.25 38.6 700
Notes:
Results presented in micrograms per cubic meter (µg/m3)
in Hg = inches of mercury
Residential VISL = NCDEQ-DWM Residential Exterior Vapor Intrusion Screening Level (July 2023)
* = SS-DUP sample is a duplicate sample of the SS-1 record sample.
NE = No Standard Established
VALUE = concentration greater than the laboratory method reporting limit
VALUE = concentration greater than the Residential VISLVolatile Organic Compounds by EPA TO-15Residential
VISL
6.1 7.1
A
B
F
G
42.1 3 4.1 7.2
A.1
52
C
D
E
1 7 86
10'-0 1/2"31'-4 1/2"30'-8 1/2"24'-11 1/2"26'-1 1/4"27'-3 5/8"23'-8 1/8"
10'-0 1/2"5'-8"25'-8 1/2"2'-8 1/2"28'-0"2'-10 3/4"22'-0 3/4"3'-0 1/2"23'-0 3/4"4'-11 1/4"22'-4 3/8"5'-7 5/8"2'-11 1/2"15'-1"116'-3 3/4"16'-6 1/2"28'-2"15'-10"12'-2"28'-3"15'-4 1/4"2'-0 3/4"174'-2"
12" THICK CONCRETE
RETAINING WALL
5.13.1
3PCE (-3")
270K
4PCE (-3")
430 K 3PC (-3")
1020 K
2PC (-3")
400 K
2PC (-3")
440 K
3PC (-3")
910 K
3PC (-1'-6")
1150 K
2PC (-1'-6")
440 K
5PC (-1'-6")
1920 K 7PC (-1'-6")
2670 K
7PC (-1'-6")
2690 K
4PC (-1'-6")
1670 K
3PC (-1'-6")
1070 K 4PC (-1'-6")
1650 K
4PC (-1'-6")
1720 K
7PC (-1'-6")
2650 K
7PC (-1'-6")
2600 K
4PC (-1'-6")
1590 K
4PC (-1'-6")
1580 K
6PC (-9")
2480 K7PC (9")
2630 K
7PC (-1'-6")
2790 K
3PC (0")
1110 K
4PC (-9")
1420 K
4PC (0")
1400 K
4PC (9")
1680 K
4PC (-3")
1720 K
4PC (0")
1580 K
4PC (9")
1690 K
7PC (1'-9")
2730 K
7PC (1'-0")
2890 K
7PC (-1'-6")
2980 K
2PC (-1'-6")
760 K
RAMP UP
RAMP UP
128PC
(-7'-0")
7PC (-1'-6")
3010 K
2'-0"
5" THICK
SOG W/ #4
@ 15" OC
EW,
TYPICAL
UNO
T.O.S.= +1' - 6"
T.O.S.= +2' - 3"
T.O.S.= +2' - 6"
T.O.S.= +0' - 0"
7" THICK
SOG W/ #5
@ 15" OC
EACH
WAY AT
LOADING
DOCK
12PC (1'-9")
110 K AT COL F-1,
2840 K AT COL F-2.1
3'-0" WIDE x 1'-3"
THICK FOOTING
8" x 42" CONCRETE
UPTURNED BARRIER
WITH CMU WALL ABOVE
12" THICK CONCRETE
WALL BELOW GRADE
3"1'-3"1'-6"2'-6"6PC (-3")
1862 K
10PC (-3")
450 K AT COL C-1,
2210 K AT COL C_2
8PC (-3")
3290 K
11PC (-3")
2410 K AT COL E-3,
2190 K AT COL E-3.1
4'-0"1'-2"CL PC
CL PC
3'-0" WIDE x 1'-3"
THICK FOOTING
RAMP UP
7 1/2"CL OF COLUMN
G-2.1 AND PILE CAP
12PC (-3")
707 K AT E-1,
2897 K AT COL E-2.1
+0' - 9 5/8"+0' - 0"
10PCA (9")
320 K AT COL G-1,
1760 K AT COL G-2.1
4
S3.15
3
S3.15
3
S3.15
1
S3.15
7
S3.15
8
S3.15
8
S3.15
4
S3.1510"3"
1"
7'-6 1/2"
6'-3 1/2"1'-6"T.O.S.= +3' - 1"
T.O.S.= +3' - 3"RAMP UP2 1/8"4'-11 1/4"
SHEAR WALL CORE
GEOMETRIC CENTER
T.O.S.= +0' - 0"
SLAB LEAVEOUT
T.O.S.= +1' - 3"
4
S3.15
T.O.S.= +1' - 3"
4
S3.15
RAMP UP
8
S3.12
8
S3.12GB03 (-3")G
B
0
2 (-3")GB02 (-3")GB02 (-3")5
S3.12
4
S3.15
4
S3.15
4
S3.15
8
S3.12
4
S3.15
GB01 (9")
GB01 (0")GB01 (-3")
GB01 (-3")
GB01 (0")
GB01 (0")GB01 (-9")GB01 (-1'-6")GB01 (-1'-6")GB01 (-1'-6")GB01 (-1'-6")GB01 (-1'-6")
GB01 (-1'-6")GB01 (-1'-6")GB01 (-1'-6")GB01 (-1'-6")GB01 (-3")GB01 (-3")GB01 (-3")GB01 (-3")GB01 (-3")GB01 (9")GB01 (-3")GB02 (-3")4'-2 3/8"
6'-5 1/2"7'-1 1/4"9"6'-7"9'-4"FORCES AT SHEAR WALL DUE TO WIND
WIND LOAD CASE KIP
V2
1 1140
2 5
3 860
KIP
V3
5
1640
15
KIP-FT
T
2030
37530
11910
KIP-FT
M2
230
249400
330
KIP-FT
M3
174000
200
130400
SHEAR WALL AXIAL FORCES:
D = 17,700K
L = 2,800K
D+L = 20,500K
3
2
V3
M3
T V2 M2
SHEAR WALL CORE
GEOMETRIC CENTER
4 860 20 14950 670 130700
5 5 1270 370 188100 440
6 5 1200 55930 186000 150
7 860 1180 25230 178700 130700
8 900 1230 29750 186900 136600
9 650 850 48850 133100 97800
10 650 920 10980 135200 98400
11 680 960 9130 141400 102200
12 680 890 53780 139100 102900
GRADE BEAM SCHEDULE
NOTE:
1. REFER TO PLAN FOR TOP OF GRADE BEAM ELEVATION.
GB01
MARK WIDTH
(IN)
GB02
GB03
TOP
ELEVATION
BOTTOM
BARS TOP BARS SIDE BARS STIRRUPS REMARKS
-
#4 (4 LEGGED) STIRRUP
#4 @ 10-(3) #7SEE PLAN18" x 27"
4 @ 6", R @ 9" EE(1) #4 EF(4) #8(4) #8SEE PLAN36" x 36"
36" x 36"
(3) #7
SEE PLAN #4 (4 LEGGED) STIRRUP4 @ 6", R @ 9" EE(1) #4 EF(4) #8(4) #8
IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,
TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING
AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND
SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT
WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF
IMEG CORP. ©2023 IMEG CORP.
REF. SCALE IN INCHES
0 1 2 3
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the
property of Little Diversified Architectural
Consulting. The reproduction, copying or other
use of this drawing without their written consent
is prohibited and any infringement will be subject
to legal action.
Little 2023c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
615 South College Street, Suite 1600
Charlotte, NC 28202
T: 704.525.6350
1601 SOUTH BLVD.PROJECT #23000066.01
LARISA RAMICH
VIMAL PARIKH
PRELIMINARY
NOT FOR
CONSTRUCTION
9/29/2023 3:37:32 PM Autodesk Docs://1601/S22_23000066.00_Little-1601 South Blvd Charlotte-NC-Stru_C.rvt23000066.01
08.04.23
S1.01
FIRST FLOOR -
FOUNDATION PLAN
1601 SOUTH BLVD
100% DESIGN
DEVELOPMENT
IMEG
NOR HT
1/8" = 1'-0"
FIRST FLOOR - FOUNDATION PLAN1
PLAN NOTES:
1. TOP OF SLAB ELEVATION = 0'-0" UNLESS NOTED OTHERWISE.
2. TOP OF PILE CAP ELEVATIONS ARE SHOWN ON PLAN.
3. REACTIONS NOTED ON PILE CAPS ARE COLUMN/SHEAR WALL SERVICE LEVEL REACTIONS.
4. PILE CAPACITY IS 470 KIPS COMPRESSION AND 150 KIPS IN TENSION, REFER TO GEOTECHNICAL
REPORT FOR PILE LENGTH AND OTHER INFORMATION.
5. 5" THICK SLAB ON GRADE W/ #4 @ 15" OC EACH WAY (TYPICAL) UNLESS NOTED OTHERWISE.
NO. REASON DATE
100% DESIGN
DEVELOPMENT
08.04.23
PROGRESS SET FOR
GMP
09.29.23
Pile Cap Depth Legend
-7'-0"
-1'-6"
-0'-9"
-0'-3"
0'-0"
0'-9"
1'-0"
1'9"
LANDDESIGN223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325CONTACT NAME: SHAUN TOOLEY, PLALANDSCAPE ARCHITECTOWNER/DEVELOPERSTERLING BAY, LLC333 N GREEN, SUITE 1100,CHICAGO, IL 60607312.566.4937CONTACT NAME: BRIAN BEZANISARCHITECTHAWTHORNE PLUNKARD ARCHITECTURE315 W. WALTON,CHICAGO, IL 60610312.226.4488CONTACT NAME: JOHN MITCHELLARCHITECTLITTLE DIVERSIFIED ARCHITECTURALCONSULTING615 S COLLEGE STREET, SUITE 1600,CHARLOTTE, NC 28202704.561.3435CONTACT NAME: CHRISTOPHER HOYTSURVEYORR.B. PHARR & ASSOCIATES, P.A.969 E. 7TH STREET., #100CHARLOTTE, NC 28204704.376.2186CONTACT NAME: KEITH McGUINNESSLANDDESIGN223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325CONTACT NAME: CASSIDY FRANKLIN, PECIVIL ENGINEERVICINITY MAPPROJECT TEAMDATE:9/28/2023 9:08 AM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_COVR.DWGCHARLOTTE, NCCOMMERCIAL MIXED-USE1601 SOUTH BOULEVARD100% DESIGN DEVELOPMENTCHAPTER INDEXLD PNCOVER10213771601 SOUTHBOULEVARDC1-00400200010009.28.2023Sheet NumberSheet TitleCH1 - GENERALC1-00COVERC1-01GENERAL NOTESC1-02EXISTING CONDITIONSC1-03FIRE ACCESS PLANCH2 - DEMOLITION & EROSION CONTROLC2-00DEMOLITION PLANC2-01EROSION CONTROL PHASE 1C2-02EROSION CONTROL PHASE 2C2-03EROSION CONTROL DETAILSCH3 - SITEC3-00OVERALL SITE PLAN AND DEVELOPMENT SUMMARYC3-01LAYOUT PLANC3-02LEVEL 9 LAYOUT PLANC3-03LEVEL 31 LAYOUT PLANC3-20MATERIAL PLANC3-21LEVEL 9 MATERIAL PLANC3-22LEVEL 31 MATERIAL PLANC3-23LEVEL 9 FURNISHING PLANC3-24LEVEL 31 FURNISHING PLANC3-25AMENITY PRODUCT SCHEDULEC3-30SITE DETAILSC3-31SITE DETAILSC3-32SITE DETAILSC3-33AMENITY SITE DETAILSC3-34AMENITY SITE DETAILSC3-35AMENITY SITE DETAILSC3-36AMENITY SITE DETAILSCH4 - GRADINGC4-00GRADING PLANCH5 - STORMWATERC5-00STORM DRAINAGE PLANC5-01POST DEVELOPMENT DA MAPC5-02PRE DEVELOPMENT DA MAPC5-04OVERALL STORM DRAINAGE MAPCH6 - UTILITYC6-00UTILITY PLANC6-01UTILITY PLAN DETAILSCH7 - PLANTINGC7-00REQUIRED PLANTING PLANC7-02LEVEL 9 PLANTING PLANC7-03LEVEL 31 PLANTING PLANC7-10PLANTING DETAILSCH8 - ROADWAY IMPROVEMENT PLANC8-00ROADWAY IMPROVEMENT PLAN - E. PARKC8-01STRIPING & PAVEMENT MARKING PLANCH9 - TURNING MOVEMENTSC9-00TURNING MOVEMENTSC9-01TURNING MOVEMENTSCH 10 - INTERSECTION SIGHT DISTANCEC10-00INTERSECTION SIGHT DISTANCEC10-01INTERSECTION SIGHT DISTANCECH11 - CROSS SECTIONSC11-00CROSS SECTIONSPROJECT LOCATIONSOUTH BLVDE. KINGSTON AVE
E. PARK AVECLEVELAND AVERENSSELAER AVE
EAST BLVD
SEAL
1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377GENERAL NOTESN/ALDILDILDIC1-019/28/2023 5:58 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_GEN.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SETGENERAL NOTES:1.BASE INFORMATION, INCLUDING EXISTING CONDITIONS, TOPOGRAPHY, EXISTING UTILITIES, AND BOUNDARY INFORMATION IS FROM PLANS BY: R.B. PHARR &ASSOCIATES, P.A.2.INFORMATION IS FROM PLANS BY: HARTSHORNE PLUNKARD ARCHITECTURE3.WRITTEN DIMENSIONS PREVAIL OVER SCALED DIMENSIONS. NOTIFY LANDDESIGN OF ANY DISCREPANCIES.4.DIMENSIONS ARE TO FACE OF OBJECT, UNLESS NOTED OTHERWISE.5.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO CONSTRUCTION. ANYDAMAGE TO NEW AND EXISTING UTILITIES ARE TO BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE TO THE OWNER. LANDDESIGN ASSUMES NORESPONSIBILITY FOR ANY UTILITIES NOT SHOWN ON PLANS.6.ALL PROPOSED FINISHED GRADES ARE BASED ON INFORMATION PROVIDED BY THE OWNER'S SURVEY AND OR CIVIL ENGINEER. ANY DISCREPANCIES IN ACTUAL FIELDMEASUREMENTS ARE TO BE REPORTED TO LANDDESIGN IMMEDIATELY.7.PRIOR TO COMMENCEMENT OF HARDSCAPE CONSTRUCTION, ALL PIERS, FOOTINGS, AND WALLS SPECIFIC TO THE SCOPE OF THIS DRAWING PACKAGE ARE TO BESURVEYED, LAID OUT, AND STAKED IN THE FIELD FOR REVIEW BY LANDDESIGN. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY DEMOLITION,ADJUSTMENTS, OR RECONSTRUCTION OF HARDSCAPE CONSTRUCTION RESULTING FROM INACCURATE CONSTRUCTION.8.CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ALL ITEMS PER DRAWINGS AND SPECIFICATION. NOTIFY LANDDESIGN OF ANY MAJOR DISCREPANCIESBETWEEN CONTRACTOR'S VERIFIED QUANTITIES, BID BOOK, AND INTENT OF DRAWING.9.CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES PER DRAWINGS AND SPECIFICATIONS ANY QUANTITIES PROVIDE BY LANDDESIGN ARE PROVIDED FORCONVENIENCE ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE. LANDDESIGN SHOULD BE NOTIFIED OF ANY GRADING DISCREPANCIES.10.THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT AND BECOME FAMILIAR WITHTHE EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIREDANY DISCREPANCY AND/ OR UNCERTAINTY AS TO WHAT MATERIAL OR PRODUCT IS TO BE USED, SHALL BE VERIFIED WITH THE OWNER OR LANDDESIGN PRIOR TOBIDDING.11.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR SAFEEXECUTION AND COMPLETION OF WORK, AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THEWORK.12.IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER & LANDDESIGN SHALL BE NOTIFIED IMMEDIATELY.13.CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY LANDDESIGN OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.14.CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THIS SITE AND AND BE RESPONSIBLE FOR ACCURACY AND CORRECTNESS OF SAME.15.CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES AND NOTIFY OWNER & LANDDESIGN OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.16.ALL EXISTING WORK OR LANDSCAPING NOT SHOWN TO BE ALTERED OR REMOVED SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. THECONTRACTOR(S) SHALL BEAR THE TOTAL EXPENSE FOR, AND SHALL REPAIR ANY DAMAGE TO EXISTING CONDITIONS, OR IMPROVEMENTS NOT INDICATED IN THEDRAWINGS OR SPECIFICATIONS TO RECEIVE ALTERATION, ADDITIONS OR REMOVAL.17.COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR18.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'SINSPECTOR PRIOR TO BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO THE PLACEMENT OF THE MATERIALWITHIN THE PUBLIC STREET OF RIGHT-OF-WAY.19.SIDEWALK WITHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD BE PHASED IN SUCH AWAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK REPAIRED AND REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL20."AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTIONTO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/ COUNTY SUBDIVISION ORDINANCE.21.PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITER/W AQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.22.THE DEVELOPER SHALL CONTACT THE THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY AND CONFLICTS WITHTRAFFIC SIGNALIZATION EQUIPMENT. 60-90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATEDRELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/ DEVELOPER.23.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUSTBE OBTAINED FROM THE AFFECTED PROPERTY OWNERS24.DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9" SIGNS ONLY)25.SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED26.IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESEREQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS27.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR28.THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA.ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED29.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BYTHE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THEMATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY.30.THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE31.FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.32. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTIONS OF THE (CITY OF33.CHARLOTTE/MECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8.34. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY35.THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY.36.PE SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION.37. "AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR38.TO SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE39.CITY/COUNTYSUBDIVISION ORDINANCE.40. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF41.CHARLOTTE ENGINEERING FOR APPROVAL.42. PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF ALL WATER QUALITY BMP’S AND DETENTION SYSTEMS MUST BE43.PROVIDED.44. PRIOR TO PLAT RECORDATION, OFFSITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING TO THE45.GUIDELINES OF THE "OFFSITE R/W ACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY46.SHOWN ON THE ROADWAY IMPROVEMENT PLAN.47. PER SECTION 18-175(E) OF CITY CODE AND SECTION 10.0 OF THE CITY’S POST CONSTRUCTION CONTROLS ADMINISTRATIVE48.MANUAL, ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS EASEMENTS (PCCES) MUST BE RECORDED49.PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.50.THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY51.ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION.52.DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE53.CONTRACTOR/DEVELOPER.54. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW 7 DAYS PROCESSING FOR55.PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION (704-336-4025) OR VISIT56.HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTM57. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY58.ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF59.TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT60.[phone].61. SIDEWALK WITHIN THE CITY’S R/W THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR STREET62.IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK CLOSURE TO THE63.EXTENT FEASIBLE. THE DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND REOPENED FOR PUBLIC64.USE WITHIN 30 DAYS OF REMOVAL.65. ANY WORK WITHIN THE CITY’S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN 30 DAYS66.REQUIRES A R/W USE PERMIT. TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES MUST BE SUBMITTED AS67.PART OF THE R/W USE PERMIT REQUEST. TRAFFIC CONTROL PLANS MUST BE IN ACCORDANCE WITH CDOT’S WORK AREA68.TRAFFIC CONTROL HANDBOOK (WATCH) AND MUST BE REVIEWED AND APPROVED. CONTRACTOR SHALL CONTACT CDOT AT69.LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK AT [phone].70. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL OF71.A TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT MAY BE DIFFERENT FROM THE ONE72.REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT TO REVISIONS. THE REVISED TRAFFIC CONTROL73.PLANS MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES.74.CONTRACTOR SHALL CONTACT CDOT AT [phone].75. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. CONTRACTOR76.SHALL CONTACT CDOT AT [phone]MATERIALS + PAVING NOTES:1.ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT SERVICES AND TESTING FOR ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITHTHE PROJECT DOCUMENTS AND THE GOVERNING AUTHORITIES' REQUIREMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE PROJECT DOCUMENTS AND THEGOVERNING AUTHORITIES' REQUIREMENTS, THE MORE STRINGENT SHALL APPLY.2.SUBGRADE PREPARATION, PAVEMENT STRENGTH AND THICKNESS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THISPROJECT.2.1.PROOF-ROLL SUBGRADE: PRIOR TO PREPARATION OF THE SUBBASE, THE SUBGRADE SHALL BE PROOF-ROLLED WITH HEAVY PNEUMATIC EQUIPMENT. ANYSOFT OR PUMPING AREAS SHALL BE EXCAVATED TO FIRM SUBGRADE AND BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICALREPORT.2.2.PAVEMENT SUBGRADE SHALL BE GRADED TO PREVENT PONDING AND INFILTRATION OF EXCESSIVE MOISTURE ON OR ADJACENT TO THE PAVEMENTSUBGRADE.3.THE USE OF "LEVEL UP" SAND UNDER PAVEMENT WILL NOT BE ACCEPTED, UNLESS NOTED OTHERWISE.4.CONCRETE SHALL NOT BE PLACED WHEN THE TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT AND FALLING, BUT MAY BE PLACED WHEN THETEMPERATURE IS ABOVE 35 DEGREES FAHRENHEIT AND RISING. THE TEMPERATURE READING SHALL BE TAKEN IN THE SHADE AWAY FROM ARTIFICIAL HEAT.4.1. DO NOT PLACE CONCRETE WHILE IT IS RAINING OR WHEN RAIN IS IMMINENT.5.CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:5.1.MINIMUM 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS NOTED OTHERWISE.5.2.AGGREGATES: ASTM C33 MAX 3/4" IN SIZE, UNLESS NOTED OTHERWISE5.3. SLUMP: 3 TO 5 INCHES5.4.AIR CONTENT: 4 TO 6 PERCENT BY VOLUME6.CONCRETE THICKNESS:6.1.PEDESTRIAN AREA: 4" THICK, UNLESS NOTED OTHERWISE.6.2.ALL OTHER CONCRETE COMPONENTS INSTALL PER SIZE SPECIFIED IN DRAWINGS7.CONCRETE REINFORCING:7.1.4" THICK PAVING: #3's AT 24" SPACING UNLESS NOTED OTHERWISE IN DRAWINGS7.2.6" THICK PAVING: #4s AT 24" SPACING UNLESS NOTED OTHERWISE IN DRAWINGS7.3.8" THICK PAVING: #5's AT 24" SPACING UNLESS NOTED OTHERWISE IN DRAWINGS7.4.ALL PAVEMENT REINFORCING BARS SHALL BE GRADE 60 KSI DEFORMED BILLET STEEL BARS, UNCOATED FINISH. SIZE AND SPACING SHALL BE INACCORDANCE WITH THE PAVING PLAN AND DETAILS.7.5.ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT CLEARANCES BY THE USE OF BARCHAIRS.8.CONTROL JOINTS (TROWEL OR SAW CUT)8.1.TO BE PLACED AS INDICATED ON PLANS AND DETAILS TO A MINIMUM DEPTH OF 1/8 OF CONCRETE THICKNESS.8.2.SAW CUT JOINTS TO BE EXECUTED WITHIN 12 HOURS OF CONCRETE PLACEMENT.8.3.SAWN JOINTS ARE TO BE TRUE IN ALIGNMENT AND SHALL CONTINUE THROUGH ADJACENT CURBS. RADIAL JOINTS SHALL BE NO SHORTER THAN 18".9.EXPANSION JOINTS9.1.PLACE AT A MAXIMUM SPACING OF 30' O.C. AND COORDINATE WITH OVERALL PAVING PATTERN AND COLOR.9.2.PROVIDE DOWELS AS SPECIFIED IN DRAWING DETAILS.9.3.EXPANSION JOINTS TO BE CLEANED OF DEBRIS, DIRT, DUST, SCALE, CURING COMPOUND AND CONCRETE, BLOWN DRY AND IMMEDIATELY SEALED WITH ASELF-LEVELING, ELASTOMERIC POLYURETHANE OR EQUIVALENT. SEALANT COLOR SHALL MATCH PAVEMENT.9.4.CONTRACTOR SHALL PREPARE A JOINT LAYOUT AND PROVIDE IT TO THE ENGINEER FOR REVIEW. THE JOINT LAYOUT SHALL BE PROVIDED A MINIMUM OFONE WEEK PRIOR TO PLACING CONCRETE. PATTERN SHALL BE CAREFULLY DESIGNED BY THE CONTRACTOR TO AVOID IRREGULAR SHAPES. EXPANSIONJOINTS SHALL NOT BE LOCATED ALONG VALLEYS IN PAVEMENT.10.ALL CONSTRUCTION JOINTS SHALL BE SAWN, CONCRETE FINISHES TO BE PER DRAWING DETAILS AND SPECIFICATIONS.11.CONCRETE SHALL BE BROOM FINISHED AND CURED FOR A MINIMUM OF 72 HOURS UNLESS NOTED OTHERWISE.12.BREAKOUTS FOR REMOVAL OF EXISTING PAVEMENT AND CURBS SHALL BE MADE BY FULL DEPTH SAW CUT WHEN ADJACENT TO PROPOSED PAVEMENT AND/ORCURBS.13.PROPOSED PAVEMENT AND/OR CURBS INTENDED TO TIE INTO EXISTING SHALL MATCH SHALL MATCH THE ELEVATION OF EXISTING PAVEMENT AND/OR CURBS.14.PAVEMENT MARKINGS14.1.PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF CHARLOTTE "UNIFORM TRAFFIC MANUAL FOR PAVEMENT MARKINGS."14.2.FIRE LANES SHALL BE STRIPED AND/OR SIGNED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES' REGULATIONS.14.3.ALL ACCESSIBLE PAVEMENT MARKINGS SHALL COMPLY WITH ADAAG STANDARDS AND STATE AND LOCAL CODES.14.4.PARKING SPACE STRIPES, ACCESSIBLE SPACES, PEDESTRIAN STRIPING, DIRECTIONAL ARROWS AND LETTERING SHALL BE SOLID WHITE, UNLESS ASPECIFIC COLOR IS REQUIRED BY LOCAL CODE. TWO (2) COATS OF VOC COMPLIANT, LOCAL DOT APPROVED, UNDILUTED, SOLVENT BASED OR LATEXTRAFFIC PAINT SHALL BE APPLIED. USE MANUFACTURER'S RECOMMENDED APPLICATION RATE, WITHOUT ADDITION OF A THINNER, WITH A MAXIMUM OF 100SQUARE FEET PER GALLON OR AS REQUIRED. PROVIDING MINIMUM 15 MILS WET FILM THICKNESS AND 7 MILS DRY FILM THICKNESS PER COAT WITH AMINIMUM OF 30 DAYS BETWEEN APPLICATIONS. PAINT SHALL BE CRISP, STRAIGHT AND APPLIED UNIFORMLY ACROSS THE WIDTH OF THE LINE FOR AMINIMUM TOTAL DRY FILM THICKNESS OF 15 MILS.15.CONTRACTOR SHALL REFER TO THE SITE CIVIL, MEP AND IRRIGATION PLANS FOR CONDUIT TO BE INSTALLED UNDER PAVEMENT PRIOR TO COMMENCINGPAVEMENT SUBGRADE PREPARATION.16.ALL TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY, EMPLOYED AND PAID DIRECTLY BY THE OWNER. UNLESS NOTED OTHERWISE,TESTING SHALL BE PERFORMED, AT A MINIMUM, IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. IN THE EVENT THE RESULTSOF THE INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND THE SPECIFICATIONS, SUBSEQUENT TEST NECESSARY TO DETERMINE THE ACCEPTABILITY OFCONSTRUCTION SHALL BE AT THE CONTRACTOR'S EXPENSE. PAVEMENT FOUND TO BE DEFICIENT IN STRENGTH OR THICKNESS SHALL BE REMOVED ANDREPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR.ACCESSIBILITY NOTES:1.MAX CROSS SLOPE ON PAVED SURFACES SHALL BE 2% MAXIMUM, UNLESS NOTED OTHERWISE.2.MAX RUNNING SLOPE ON PAVED SURFACES SHALL BE 5% MAXIMUM, UNLESS NOTED OTHERWISE.3.ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM, AND PROTRUDING OBJECTS GREATER THAN 4"PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80". CONTRACTOR SHALL VERIFY THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL.4.ALL CURB RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO SLOPE.5.ALL CURB RAMPS SHALL HAVE A 1:12 MAX SLOPE IN THE DIRECTION OF TRAVEL, 2% MAX CROSS SLOPE.6.IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL APPROPRIATE FAIR HOUSING ACCESSIBILITY GUIDELINES AND GENERAL NOTES FORPUBLIC AND COMMON USE FACILITIES. REPORT ANY DISCREPANCIES TO LANDDESIGN.CDOT NOTES (UPDATED 4/3/2023):1.NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THECHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTEMAINTAINED STREETS, CONTACT ENCROACHMENT [e-mail]..2.DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF TEMPORARY TRAFFIC CONTROL DEVICES DURING ALL PHASES OFCONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITIONS OF THE CDOT WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH), THE MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND THE NCDOT ROADWAY STANDARD DRAWINGS.3.ANY WORK WITHIN THE CITY'S ROW OR CITY MAINTAINED INFRASTRUCTURE MUST BE APPROVED BY CDOT AND WILL REQUIRE A ROW USE PERMIT OR ROWLEASE DEPENDING UPON THE PROPOSED SCOPE AND DURATION OF CLOSURE. THESE APPROVALS ARE IN ADDITION TO SITE PLAN APPROVALS ANDSHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT [e-mail] AT LEAST 5BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS. CONTRACTOR SHALL [e-mail] AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY EFFORT SHALL BE MADE TOCONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO ALL USERS OF THE PUBLIC ROW.4.THE DEVELOPER SHALL CONTACT THE IMPLEMENTATION SECTION MANAGER, TONY TAGLIAFERRI, OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION(CDOT) OR THEIR DESIGNEE AT 704-336-4119 TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TOCOORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THECONTRACTOR/DEVELOPER.5.PEDESTRIAN-SCALE LIGHTING AND/OR STREET LIGHTING SHALL NOT BE INSTALLED WITHIN THE RIGHT-OF-WAY WITHOUT REVIEW AND APPROVAL OF CDOT.DEVELOPER TO CONTACT CANDACE INGE (704-336-3932 OR [e-mail]) FOR LOCAL STREET LIGHTING CRITERIA WITHRESIDENTIAL SUBDIVISION PROJECTS AND TO CONTACT BRUCE HORLDT (704-589-5836 OR [e-mail]) FOR ALL OTHERPROJECTS LIGHTING REQUIREMENTS. COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TO DETERMINE LIGHTING LEVELS, LIGHTING LAYOUTAND REQUIREMENTS FOR INSTALLATION.6.PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION - FOR UTILITY COORDINATION RELATED TO BOTH EXISTING UTILITY RELOCATION NEEDS ANDPROPOSED NEW UTILITY INSTALLATIONS, PLEASE CONTACT [e-mail] IS THE DEVELOPER, PROPERTY OWNER, OR A DESIGNATED REPRESENTATIVE'S RESPONSIBILITY TO CONTACT DUKE ENERGY AND THE OTHER UTILITIESON THE ADJACENT POLE LINE(S) (E.G. AT&T, SPECTRUM, ETC.) EARLY IN THE PLANNING AND DESIGN PHASE OF THE PROJECT TO DETERMINE IF INITIALPLANS CAN SAFELY ACCOMMODATE OVERHEAD UTILITIES WITHOUT CREATING ANY NESC/OSHA VIOLATIONS. IF THERE IS AN EXISTING NESC/OSHAOVERHEAD UTILITY CLEARANCE REQUIREMENT THAT CONFLICTS WITH THE BUILD-TO-ZONE REQUIREMENT, AND IN CONSULTATION WITH CDOT R/WSECTION STAFF AND DUKE ENERGY IT HAS BEEN DETERMINED THAT BURYING UTILITY LINES ARE INFEASIBLE, THEN A NEW BUILD-TO-LINE SHALL BEESTABLISHED AT THE EDGE OF THE OVERHEAD UTILITY CLEARANCE REQUIREMENT. CONTACT KARIF TAYLOR AT DUKE ENERGY([e-mail]) FOR OVERHEAD UTILITY CLEARANCE REQUIREMENTS.8.A JOINT USE MANHOLE (MEET-ME MANHOLE) IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL UTILITY TELECOM SERVICE PROVIDERS. THEJOINT USE MANHOLE SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY.LEGEND:EXISTING POWER POLEEXISTING POWER AND LIGHT POLEEXISTING ELECTRIC MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING WATER METEREXISTING WATER VALVEEXISTING FIRE HYDRANTEXISTING GAS METEREXISTING CLEAN OUTEXISTING GUY WIREEXISTING UNDERGROUND TELEPHONEEXISTING UNDERGROUND WATEREXISTING SEWER LINEEXISTING OVERHEAD ELECTRICEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING STORMOUHUGPSSCOGMPROPOSED UTILITY POLEPROPOSED LIGHT POLEPROPOSED CATCH BASINPROPOSED DROP INLETPROP. AREA DRAINPROPOSED STORM DRAINAGE MANHOLEPROPOSED SANITARY SEWER MANHOLEPROPOSED SANITARY SEWER LINEPROPOSED OVERHEAD POWER/UTILITYPROPOSED UNDERGROUND POWERPROPOSED ROOF LEADER/UNDERGROUND HDPEPROPOSED STORM DRAINAGEUTSSOUHLAYOUT NOTES:1.ALL MATERIALS AND CONSTRUCTION WITHIN RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH THE CITY OF CHARLOTTE STANDARD SPECIFICATIONS ANDCONSTRUCTION STANDARDS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PREPARED BY THE CITY OF CHARLOTTE (LATESTREVISION)2.EXISTING UTILITIES ARE SHOWN SCHEMATICALLY AND ARE FOR THE CONTRACTOR'S GUIDANCE ONLY. THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION TO REQUEST EXACT FIELDLOCATION OF UTILITIES.3.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS IN THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR ISRESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION. REPAIRS SHALL BE EQUAL TO OR BETTER THANCONDITION PRIOR TO CONSTRUCTION.4.ALL ONSITE PAVING DIMENSIONS ARE TO THE FACE OF CURB, WHERE APPLICABLE, UNLESS NOTED OTHERWISE.5.ALL CURB RADII AND SIDEWALK RETURNS ARE 2' UNLESS NOTED OTHERWISE.6.ALL PAVING AND EARTHWORK OPERATIONS SHALL CONFORM TO THE PROJECT GEOTECHNICAL REPORT.7.BUILDING DIMENSIONS: THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS TO VERIFY THE EXACT BUILDING DIMENSIONS.8.LAY PAVERS IN PATTERN(S) SHOWN ON DRAWINGS. PLACE UNITS HAND TIGHT WITHOUT USING HAMMERS. MAKE HORIZONTAL ADJUSTMENTS TO PLACEMENTOF LAID PAVERS WITH RUBBER HAMMERS AS REQUIRED.9.PROVIDE JOINTS BETWEEN PAVERS BETWEEN 1/16 IN. AND 3/16 IN. (2 AND 5 MM) WIDE. NO MORE THAN 5% OF THE JOINTS SHALL EXCEED 1/4" WIDE TO ACHIEVESTRAIGHT BOND LINES.10.JOINT (BOND) LINES SHALL NOT DEVIATE MORE THAN ±1/2 IN. (±15 MM) OVER 50 FT. (15 M) FROM STRING LINES.11.FILL GAPS AT THE EDGES OF THE PAVED AREA WITH CUT PAVERS OR EDGE UNITS.12.CUT PAVERS TO BE PLACED ALONG THE EDGE WITH A MASONRY SAW.13.ADJUST BOND PATTERN AT PAVEMENT EDGES SUCH THAT CUTTING OF EDGE PAVERS IS MINIMIZED.14.IN NO CASE SHALL A CUT PAVER BE LESS THAN 1/3 FULL PAVER SIZE.15.PAVER DIMENSIONS ARE NOMINAL. PRIOR TO POURING SLABS, BANDING, OR OTHERWISE SETTING PAVER FIELDS, VERIFY ACTUAL PAVER SIZES AND LAYOUTOF THE PAVER FIELDS. MAKE MINOR ADJUSTMENTS TO EDGE CONSTRAINTS AS REQUIRED TO ACCOMMODATE ACTUAL PAVER SIZES. NOTIFY LANDDESIGNIMMEDIATELY OF DISCREPANCIES AND/OR ADJUSTMENTS.GRADING NOTES:1.STAKE PER SPOT ELEVATIONS AND NOTED SLOPES. CONTOURS ARE PROVIDED FOR MASS GRADING/INTENT ONLY.2.WRITTEN DIMENSIONS AND GRADES PREVAIL OVER SCALED DIMENSIONS. NOTIFY LANDDESIGN OF ANY DISCREPANCIES.3.ALL SPOT ELEVATIONS SHOWN ON GRADING PLAN ARE TO BOTTOM OF CURB/TOP OF PAVEMENT UNLESS OTHERWISE NOTED. ALL RIM ELEVATIONS ARE TOEDGE OF PAVEMENT.4.REFER TO GEOTECHNICAL ENGINEER AND GEOTECH REPORT FOR INFORMATION ON SUBSURFACE MATERIALS, TOPSOIL, STRUCTURAL MATERIAL, DEEP FILLS,EXCAVATION, AND FOUNDATIONS.5.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSIONMUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.6.IN ORDER TO ASSURE PROPER DRAINAGE, KEEP A MINIMUM OF .5% SLOPE ON THE CURB.7.ALL PLANTING ISLANDS SHALL BE GRADED TO MOUND TO PROVIDE POSITIVE DRAINAGE.8.CONTRACTOR TO VERIFY 2% MAX. CROSS-SLOPE ON ALL SIDEWALKS.9.CONTRACTOR TO VERIFY THAT ALL SIDEWALK SLOPES, HANDICAP RAMPS, AND HANDICAP PARKING SPACES MEET ADA REQUIREMENTS.10.CONCRETE SIDEWALKS ADJACENT TO TREE SAVE LOCATIONS SHOULD BE POURED ON TOP OF EXISTING GRADE.11.REFER TO LANDSCAPE PLAN FOR ALL TREE PROTECTION FENCE LOCATIONS AND INSTALLATION PROCEDURES. BEFORE GRADING/CONSTRUCTION BEGINS,CALL FOR INSPECTION OF TREE PROTECTION BARRICADES. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS,TRENCHING, OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE.12.DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO LAYOUT FOOTINGS.13.GRADING CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFOREDISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTIONWITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TOMATCH FINISHED GRADES.14.GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER ANDTIMELY COMPLETION OF THIS PROJECT.STPLANTING NOTES:1.ALL QUANTITIES LISTED IN THE DRAWINGS ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL QUANTITIES AND TOPROVIDE ALL MATERIALS NECESSARY FOR FULL COVERAGE IN ALL PLANTING AREAS AS SPECIFIED ON THE DRAWINGS. ANY DISCREPANCY SHOULD BEREPORTED TO THE OWNER.2.ALL PLANTS SHOULD BE IN ACCORDANCE WITH ANSI Z60.1 -2014, AMERICAN STANDARD FOR NURSERY STOCK PUBLICATION, APPROVED APRIL 14, 2014.3.CALIPER SIZE OF CANOPY TREES ARE TO BE MEASURED PER LOCAL CITY LANDSCAPE ORDINANCE.4.ALL PLANT MATERIAL SHALL CONFORM TO THE SIZE SPECIFICATIONS (CALIPER, HEIGHT AND SPREAD) GIVEN IN THE PLANT SCHEDULE AND SHALL BENURSERY GROWN UNLESS SPECIFIED OTHERWISE.5.ANY PLANT SUBSTITUTION SHALL BE APPROVED BY LANDDESIGN PRIOR TO PURCHASE.6.SIZES LISTED ARE MIN. AND REFER TO HEIGHT, UNLESS OTHERWISE SPECIFIED.7.LANDSCAPE CONTRACTOR SHALL STAKE OUT LOCATIONS OF ALL TREES TO BE PLANTED FOR REVIEW BY LANDDESIGN PRIOR TO INSTALLING. LANDDESIGNRESERVES THE RIGHT TO ADJUST TREE LOCATIONS IN THE FIELD AS NECESSARY.8.SHRUB/GROUNDCOVER BEDS SHALL BE STAKED FOR REVIEW BY LANDDESIGN/OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION AND OR BEDPREPARATION.9.LANDSCAPE CONTRACTOR SHALL INSTALL STEEL EDGING BETWEEN PLANTING BEDS AND LAWNS, OR AS SHOWN IN DETAILS.10.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. PIPES, STRUCTURES, AND LINE RUNSIN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL.11.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE LANDDESIGN OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION ASSHOWN ON THE DRAWINGS.12.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTINGOPERATIONS.13.ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION AND MUST BE REPLACED WITH PLANT OF SAME VARIETY AND SIZE IFDAMAGED, DESTROYED, DEAD AND /OR REMOVED.14.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND REMOVAL OF DEBRIS PRIOR TO PLANTING IN ALL AREAS.15.FINAL FINISHED GRADING SHALL BE REVIEWED BY LANDDESIGN. CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL TOPSOIL REQUIRED TO CREATE ASMOOTH CONDITION SUITABLE FOR PLANTING.16.TREES OVERHANGING INTO THE PUBLIC R.O.W. SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF FOURTEEN(14) FEET OVER STREETS, DRIVE AISLES,ALLEYS AND FIRE LANES. TREES OVERHANGING PRIVATE STREETS, WALKS, AND /OR PARKING LOTS SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OFSEVEN (7) FEET.17.LANDSCAPE CONTRACTOR IS REQUIRED TO PERFORM A TREE PIT PERCOLATION TEST FOR EACH TREE PIT PRIOR TO INSTALLATION. IF TREE PIT DOES NOTDRAIN WITHIN A 24-HOUR PERIOD, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A GRAVEL SUMP, FILTER FABRIC AND STAND PIPE. ALL TREE PITSUMPS SHALL BE INCLUDED IN IN THE CONTRACTOR'S BASE BID AS A UNIT PRICE AND PROVIDE AS A DEDUCT ALTERNATE PER TREE PIT SUMPS NOTREQUIRED TO BE INSTALLED.18.LANDSCAPE CONTRACTOR IS RESPONSIBLE TO REVIEW SITE ENVIRONMENTAL CONDITIONS PRIOR TO AND DURING INSTALLATION OF PLANT MATERIAL.ANY DISCREPANCIES OR CONCERNS BETWEEN THE ENVIRONMENTAL SITE CONDITIONS (I.E., SOIL TYPE, WATER, CLIMATE, WIND, SUN EXPOSURE ETC.) ANDTHE PLANT MATERIAL SPECIFIED WITHIN THE DRAWING SHALL BE BROUGHT TO THE ATTENTION OF LANDDESIGN AND/OR OWNER, AND SHALL BE DONE SOIN WRITING. CONTRACTOR SHALL PROVIDE SUGGESTED SOLUTIONS FOR ALTERNATIVE PLANT MATERIAL PROPOSED FOR SUBSTITUTION. LANDDESIGN TOREVIEW CONDITIONS AND INFORMATION SUBMITTED BY CONTRACTOR AND WILL ISSUE DIRECTIVE. SHOULD PLANT MATERIAL DIE BECAUSE OFENVIRONMENTAL CONDITIONS DESCRIBED ABOVE, THE LANDSCAPE CONTRACTOR ASSUMES ALL WARRANTY AND GUARANTEE OF THE PLANT MATERIALINSTALLED.19.ALL NEW PLANTING AREAS SHALL BE BACKFILLED WITH PLANTING SOIL THAT IS A MIXTURE OF 40-50% IMPORTED UNSCREENED TOPSOIL, 40-45% COARSESAND, AND 10% COMPOST. FINAL TESTED ORGANIC MATTER SHALL BE BETWEEN 2.75 AND 4% (BY DRY WEIGHT). BACKFILL SHALL BE TO A DEPTH OF 18"FOR SHRUB AND GROUNDCOVER ZONES AND 36" FOR TREE PITS.20.AFTER PLANTING SOIL MIXES ARE INSTALLED IN PLANTING BED AREAS AND JUST PRIOR TO THE INSTALLATION OF SHRUB OR GROUNDCOVER PLANTINGS,SPREAD 3-4 INCHES OF COMPOST OVER THE BEDS AND ROTO TILL INTO THE TOP 8 INCHES OF THE PLANTING SOIL. THIS WILL RAISE GRADES SLIGHTLYABOVE THE FINISHED GRADES, IN ANTICIPATION GRADES WILL SETTLE WITHIN A FEW MONTHS AFTER INSTALLATION AS COMPOST BREAKS DOWN.21.IN ALL EXISTING PLANTING AREAS DESIGNATED TO RECEIVE NEW PLANTINGS, SPREAD 3-4 INCHES OF COMPOST OVER THE BEDS AND ROTO TILL INTO THETOP 8 INCHES OF THE PLANTING SOIL. THIS WILL RAISE THE GRADES SLIGHTLY ABOVE THE FINISHED GRADES, IN ANTICIPATION GRADES WILL SETTLEWITHIN A FEW MONTHS AFTER INSTALLATION AS COMPOST BREAKS DOWN. IN NO CASE WILL THIS BE PERFORMED WHERE IT MAY NEGATIVELY IMPACT THEHEALTH OF ADJACENT, EXISTING PLANT MATERIALS WHICH ARE DESIGNATED TO REMAIN.22.LANDSCAPE CONTRACTOR TO WARRANTY ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR. THE CONTRACTOR AGREES TO REPLACE DEFECTIVE WORKAND DEFECTIVE PLANTS, AND THAT THE OWNER'S REPRESENTATIVE SHALL MAKE THE FINAL DETERMINATION IF PLANTS MEET THE REQUIREDSPECIFICATIONS OR THAT PLANTS ARE DEFECTIVE. PLANTS DETERMINED TO BE DEFECTIVE SHALL BE REMOVED IMMEDIATELY UPON NOTIFICATION BYTHE OWNER'S REPRESENTATIVE AND REPLACED WITHOUT COST TO THE OWNER, AS SOON AS WEATHER CONDITIONS PERMIT AND WITHIN THE SPECIFIEDPLANTING PERIOD. THE REPLACED MATERIALS SHALL ALSO RECEIVE A WARRANTY PERIOD OF ONE YEAR WHICH STARTS AT THE DATE OF INSTALLATION.BULBS, ANNUAL FLOWERS, AND SEASONAL COLOR PLANTS SHALL ONLY BE WARRANTED FOR THE PERIOD OF THE EXPECTED BLOOM OR PRIMARYDISPLAY.PLANTERS/POTS/SEASONAL PLANTING NOTES:1.SOIL SHOULD BE NUTRIENT-RICH, MOISTURE CONTAINING PLANTING MEDIUM AND BE A MINIMUM 18" DEPTH FOR SEASONALS, PERENNIALS AND SMALLSHRUBS; MINIMUM 36" DEPTH FOR ALL TREES.2.A LAYER OF RIVER ROCK SHALL BE PLACED IN THE BASE OF EACH PLANTER POT TO A MINIMUM 6" DEPTH OR AS ALLOWABLE BY REQUIRED SOIL DEPTH.PLACE FILTER FABRIC BETWEEN SOIL MEDIUM AND RIVER ROCK AND SOIL MEDIUM AND PLANTER EDGES. OVERLAP FABRIC 6" MINIMUM TO MINIMIZE SOILWASH.3.PLANTERS POTS WHICH DO NOT RECEIVE IRRIGATION SHALL BE HAND-WATERED. HAND WATERING SHOULD OCCUR MINIMUM 2 TIMES PER WEEK DURINGCOOLER AND RAINY SEASONS AND INCREASED TO EVERY 2-3 DAYS DURING HOT/DRY WEATHER. ALWAYS CHECK SOIL 6" BELOW SURFACE FORSATURATION PRIOR TO WATERING TO PREVENT OVERWATERING/DROWNING OF PLANT MATERIAL.4.WHEN APPLICABLE, PLANTS TO REMAIN IN CONTAINERS FOR DURATION OF SEASON ARE SHOWN IN THE "PERMANENT" LAYOUT. EACH SEASON WILL HAVEITS OWN PLANT MATERIAL, SOME OF WHICH MAY LAST ALL YEAR. ROTATE IN THE PLANTS NOTED FOR EACH SEASON.5.IF PLANT MATERIAL DIES DURING A SEASON AND IS EXPECTED TO REMAIN FOR AN ADDITIONAL SEASON, CONTRACTOR IS TO REPLACE AT TIME OF NEXTSEASONAL ROTATION.6.CONTACT LANDDESIGN FOR ANY REQUIRED SUBSTITUTIONS.7.ALL PLANTS SHOULD BE FULL AT TIME OF INSTALLATION AND COVER 75% OF POT SURFACE AREA.8.AVOID PLANTING IN THE ROOT ZONE OF ANY PERMANENT TREES, SHRUBS, OR PERENNIALS.9.SEASONAL PLANTS SHOULD BE REMOVED FOLLOWING THE FIRST MAJOR FROST DIEBACK AND REPLACED WITH EVERGREEN BOUGHS OR OTHER OWNERAPPROVED WINTER DECOR. TREES, SHRUBS AND PERENNIALS SHOULD REMAIN IN THE CONTAINERS YEAR ROUND AND REPLACED ONLY AS NECESSARY.IRRIGATION NOTES:1.A FULLY AUTOMATED IRRIGATION SYSTEM PROVIDING 100% COVERAGE SHALL BE PROVIDED FOR ALL PLANTING AREAS, UNLESS NOTED OTHERWISE.SYSTEM SHALL BE IN OPERATION PRIOR TO INSTALLATION OF ANY PLANT MATERIAL OTHER THAN CANOPY TREES.2.ALL PLANTING BEDS/ SHRUB AND GROUNDCOVER AREAS TO BE IRRIGATED WITH EITHER 12" SPRAY POP-UPS AND/OR A LANDSCAPE DRIP-LINE SYSTEM,UNLESS NOTED OTHERWISE.3.ALL PLANTER POTS AND RAISED PLANTERS TO BE IRRIGATED WITH MICRO SPRAY SPRINKLER HEADS.4.IRRIGATION SYSTEM IS DESIGN/BUILD. CONTRACTOR TO PROVIDE DRAWINGS AND CUT SHEETS OF ALL COMPONENTS.5.PROVIDE AS-BUILT DRAWINGS OF IRRIGATION AFTER INSTALLATION.
1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377EXISTING CONDITIONSN/ALDILDILDIC1-029/28/2023 5:58 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_EX COND.DWGAS NOTEDCALL 1-800-632-4949N.C. ONE-CALL CENTERBEFORE YOU DIG!IT'S THE LAW!NOTES1.THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTSTAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.2.SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING CONSTRUCTION, CONSULT PROJECT ENGINEER AND UTILITY OWNER FOR IMMEDIATE ACTION.3.PRIOR TO THE COMMENCEMENT OF DEMOLITION, CONSTRUCTION AND/OR EXCAVATION, THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES SERVING THIS AREA TO DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES.4.CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC UTILITIES. ANY WORK ASSOCIATED WITH SAID UTILITIES TO BE COORDINATED WITH APPROPRIATE UTILITY COMPANY.5.THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING.6.PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAIDPERMITS AND INSPECTION REQUIREMENTS.7.THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS.9.LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONSOF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF LANDDESIGN.10.PROJECT INFORMATION:- ZONING: TOD-UC TOD-NC- POST CONSTRUCTION DISTRICT- JURISDICTION: CITY OF CHARLOTTE- DISTRICT: CENTRAL CATAWBA- WITHIN DISTRESSED BUSINESS DISTRICT: NO- WITHIN TRANSIT ORIENTED DISTRICT: YES11.SURVEY OF SITE PROVIDED BY R.B. PHARR & ASSOCIATES, DATED JULY 8, 2022- PHONE: [phone]KEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SETFOR REFERENCEONLY
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E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.WWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGAS GAS GAS GAS GAS GAS GAS GAS GAS20' ALLEY ACCESSWWWWWWWWWGASGASGASGAS1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377FIRE ACCESS PLANN/ALDILDILDIC1-039/28/2023 5:59 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_FIRE.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1" = 20'40'20'0'10'MECKLENBURG COUNTY FIRE MARSHAL'S OFFICE NOTE:PLANS SUBMITTED TO THE MECKLENBURG COUNTY FIRE MARSHAL’SOFFICE WILL BE REVIEWED IN ACCORDANCE WITH ALL LOCAL, STATEAND FEDERAL REQUIREMENTS. REFERENCED MATERIALS TO VERIFYALL REQUIREMENTS ARE MET INCLUDE, BUT ARE NOT LIMITED TO THENORTH CAROLINA STATE BUILDING CODE: FIRE CODE, BUILDINGCODE, MECHANICAL CODE, PLUMBING CODE, THE NATIONAL FIREPROTECTION ASSOCIATION (NFPA), AND OTHER REFERENCEDSTANDARDS AS REQUIRED.FIRE DEPARTMENT ACCESS:"·FIRE DEPARTMENT ACCESS SHALL BE PROVIDED WITHIN 200 FEETOF ALL EXTERIOR WALLS.·FIRE HYDRANT SHALL BE WITHIN 600 FEET OF THE MOST REMOTEPOINT AS THE TRUCK TRAVELS·FIRE APPARATUS ACCESS ROADS SHALL BE CAPABLE OFSUPPORTING 85,000 POUNDS.·FIRE DEPARTMENT CONNECTIONS SHALL BE WITHIN 100' OF AFIRE HYDRANT·FIRE DEPARTMENT CONNECTIONS SHALL HAVE A MINIMUM OF 10'CLEARANCE FROM ALL DOORS.·MINIMUM ROAD WIDTH IS 20 FEET FROM CURB TO CURB ANDSHALL BE HEAVY PAVEMENT.·MINIMUM UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESSTHAN 13 FEET 6 INCHES.·A 15 LB FIXED PRESSURE LOSS IS REQUIRED AT BACKFLOWPREVENTERSEX. FIRE HYDRANTRELOCATED TO PLANTING STRIP± 183 LF TRUCK PATHFROM FIRE HYDRANT± 219 LF TRUCK PATHFROM FIRE HYDRANTPROP. FDC LOCTIONPROP. FDC LOCTIONEX. ALLEY TO REMAINPROPERTY BOUNDARYPROP. HOSE PULL CONNECTION
E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377DEMOLITION PLANN/ALDILDILDIC2-009/28/2023 6:00 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_DEMO.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1" = 20'4020010DEMOLITION NOTES:1.CONTRACTOR TO SUBMIT DEMOLITION PLAN TO THE CITY OF CHARLOTTEBUILDING STANDARDS BEFORE DEMOLITION IS TO BEGIN AND IT IS THERESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL DEMOLITIONPERMITS AS REQUIRED.2.DEMOLITION AND REMOVAL OPERATIONS SHALL COMMENCE AFTER ALLEROSION CONTROL MEASURES ARE IN PLACE AND ARE FUNCTIONAL.3.EXTENT OF SITE CLEARING IS SHOWN ON EROSION CONTROL PLANS.4.EXISTING BUILDINGS DEMOLITION CAN OCCUR DOWN TO SLAB PRIOR TOPRE-CONSTRUCTION MEETING. NO FURTHER DEMOLITION SHALL TAKEPLACE UNTIL A PRE-CONSTRUCTION MEETING IS HELD.5.SITE DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO:5.A.LANDSCAPE5.B.HARDSCAPE5.C.SITE UTILITIES5.D.BUILDINGS6.CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUMINTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENTOCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCTSTREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUTPERMISSION FROM AUTHORITIES HAVING JURISDICTION.7.DEMOLITION DEBRIS, EXCEPT AS OTHERWISE NOTED, SHALL BECOMETHE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROMTHE SITE. ALL DEBRIS SHALL BE DISPOSED OF OFF-SITE BY THECONTRACTOR IN A LEGAL LANDFILL IN A TIMELY MANNER. NO SALVAGEOR SALE OF DEMOLISHED MATERIALS ON SITE WILL BE ALLOWEDWITHOUT PERMISSION FROM THE OWNER.8.LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES INAREAS OF WORK. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDEADEQUATE MEANS OF SUPPORT AND PROTECTION DURING DEMOLITIONOPERATION.9.SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHERUTILITIES BE ENCOUNTERED DURING DEMOLITION, CONSULT PROJECTENGINEER AND UTILITY OWNER FOR IMMEDIATE ACTION.10.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, ANDOTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERALMOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATEDBY THE DEMOLITION OPERATION.11.CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTINGCONDITIONS OR BETTER UNLESS OTHERWISE NOTED OR AS PART OFCONTINUING CONSTRUCTION ACTIVITY PER SITE DEVELOPMENT PLANSAS PERMITTED.12.CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLEMATERIAL, EQUIPMENT, ETC. FROM THE SITE IF NOT NEEDED ATCONTRACTORS EXPENSE.13.THE LOCATION OF ALL UTILITIES SHOWN ON THE PLANS HAVE BEENDETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THECONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNERASSUME NO RESPONSIBILITY FOR INACCURACY.CONTRACTOR IS FULLYRESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES ANDASSURING THAT UTILITIES ARE LOCATED PRIOR TO THECOMMENCEMENT OF CONSTRUCTION. CALL NC ONE CALL (PREVIOUSLYULOCO) AT 1-800-632-4949 FOR UTILITY LOCATING SERVICES 48 HOURSPRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFYLOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TOCONSTRUCTION.14.ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH ALLAPPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THECONTRACTOR MUST COMPLY WITH ALL OF THE CONTRACTORREGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES.15.PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTORSHALL COORDINATE HIS ACTIVITIES WITH ALL UTILITY COMPANIESSERVING THIS AREA. THE CONTRACTORS TO COORDINATE FULLY WITHTHE UTILITY COMPANIES ON THE EXACT LOCATION OF ALLUNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALLBE RESPONSIBLE FOR COORDINATING RELOCATION OR REMOVAL OFEXISTING PRIVATE AND PUBLIC UTILITIES AS REQUIRED. RELOCATIONCOORDINATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.ASSOCIATED FEES SHALL BE THE RESPONSIBILITY OF THE OWNER.16.ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED ASSHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER OR OWNER.17.RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIESSHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY.18.ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY.19.CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCENOTICE TO THE OWNER PRIOR TO STARTING DEMOLITION ACTIVITIES.20.CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC UTILITIES. ANYWORK ASSOCIATED WITH SAID UTILITIES TO BE COORDINATED WITHAPPROPRIATE UTILITY COMPANY. DEMOLITION OF UTILITIES WHICH AREACTIVE SHALL BE SEQUENCED TO ALLOW FOR INSTALLATION OF NEW ORREROUTED LINES, PRIOR TO REMOVAL OF EXISTING PORTION. REFER TOUTILITY PLANS FOR PROPOSED WORK.21.ALL UNDERGROUND UTILITIES PREVIOUSLY SERVING EXISTINGSTRUCTURES TO BE REMOVED AND OR ABANDONED IN PLACE UNLESSINDICATED TO REMAIN.22.CONTRACTOR SHALL COORDINATE STORM DEMOLITION WITH STORMDRAIN IMPROVEMENTS TO MAINTAIN POSITIVE DRAINAGE.23.SHOULD THE CONTRACTOR ENCOUNTER ANY ADDITIONAL ITEMS THATMAY REQUIRE DEMOLITION (FENCES, GUARD RAIL, ETC.) - THECONTRACTOR SHALL CONTACT THE ENGINEER FOR FURTHERDIRECTION.24.ALL EXISTING WATER METERS SHALL BE DISMANTLED BY CMUD.CONTRACTOR SHALL LOCATE, CUT, AND CAP EXISTING PRIVATE WATERSERVICES BEHIND THE METER. ABANDONMENT OF WATER METERS ANDNEW SERVICES APPLICATIONS SHALL BE COMPLETED AT THE SAME TIMEFOR COORDINATION OF CAPACITY FEE CREDITS.25.DEMOLITION WITHIN ADJACENT RIGHT OF WAYS SHALL BE COMPLETED INACCORDANCE WITH THE TRAFFIC CONTROL REQUIREMENTS OF THEW.A.T.C.H. MANUAL. CONTRACTOR SHALL INSTALL NEW CURB ANDGUTTER AND STREET PAVEMENT IMMEDIATELY FOLLOWING DEMOLITIONACTIVITIES THAT OCCUR IN THE RIGHT OF WAY PER SITE PLAN.26.CONTRACTOR SHALL CONTACT BOB STALEY WITH CDOT AT 704-432-1562PRIOR TO CONSTRUCTION, TO OBTAIN THE NECESSARY RIGHT OF WAYPERMITS FOR ANY CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHTOF WAY AND COORDINATION OF PEDESTRIAN ROUTING WHEN SIDEWALKHAS BEEN REMOVED.GENERAL NOTES:DENUDED AREA: 1.31 AC1.NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) INTHE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENTAGREEMENT WITH THE CHARLOTTE DEPARTMENT OFTRANSPORTATION/NORTH CAROLINA DEPARTMENT OFTRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTEMAINTAINED STREETS, CONTACT CDOT AT 704-336-3888.2.ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF ASIDEWALK OR TRAVEL LANE MUST BE APPROVED BY CDOT AND WILLREQUIRE A R/W USE PERMIT OR R/W LEASE DEPENDING UPON THEPROPOSED DURATION OF CLOSURE. THESE APPROVALS ARE INADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED WITHCDOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACTCDOT AT [phone] AT LEAST 5 BUSINESS DAYS PRIOR TOBEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS. CONTRACTORSHALL CONTACT CDOT AT [phone] AS SOON AS POSSIBLE FORIMPACTS GREATER THAN 30 DAYS. EVERY EFFORT SHALL BE MADE TOCONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS ANDPEDESTRIANS.3.THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OFTRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANYCONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYSWILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALLBE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANYREPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER4.DEVELOPER TO CONTACT CDOT (ALFRED OYOYO: 704-336-3939)DURING SITE PLAN PREPARATION TO DISCUSS STREET LIGHTINGREQUIREMENTS, IF ANY, FOR THIS PROJECT. COORDINATE WITH DUKEENERGY AND CDOT AS NECESSARY TO DETERMINE LIGHTING LEVELS,LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION.5.PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION - FORUTILITY COORDINATION RELATED TO BOTH EXISTING UTILITYRELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS,PLEASE CONTACT RALPH TRUITT, CDOT ROW UTILITY COORDINATORAT 704-336-4248 OR [e-mail].6.A JOINT USE MANHOLE (MEET-ME MANHOLE) IS TO BE PROVIDED BYTHE DEVELOPER TO ACCOMMODATE ALL UTILITY TELECOM SERVICEPROVIDERS. THE JOINT USE MANHOLE SHALL BE LOCATED ONPRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY.BUILDING DEMOUTILITY / FENCE REMOVALLEGENDPAVEMENT DEMOSAWCUT LINECONCRETE DEMOEX. UTILITY POLE TO BEREMOVED/RELOCATEDLIMITS OF CONSTRUCTION/DENUDED LIMITSEX. BUILDING TO REMAINEX. DRIVEWAY TO REMAINEX. BUILDING TO REMAINPROP. OVERHEAD POLE RELOCATION(PENDING DUKE ENERGY DESIGN)PROP. SIGNAL POLE RELOCATION(PENDING FINAL SIGNAL DESIGN)EX. POWER POLE TO BE REMOVEDEX. POWER POLE TO BE REMOVEDEX. POWER POLE TO BE REMOVEDEX. GAS LATERAL TOBE REMOVEDEX. POWER POLETO BE REMOVEDEX. POWER POLETO BE REMOVEDEX. POWER POLETO BE REMOVEDEX. POWER POLETO BE REMOVEDEX. 12" TERR STORMTO BE REMOVEDEX. CATCH BASINTO BE REMOVEDEX. DRIVEWAY TO BE REMOVED &REPLACED WITH 2'-6" CURB & GUTTEREX. 2'-6" CURB & GUTTER TO BEREMOVED & REPLACED FOR STORMDRAINAGE IMPROVEMENTSEX. 2'-6" CURB & GUTTER TO REMAINEX. 15" RCP STORMTO BE REMOVEDEX. CATCH BASINTO REMAINEX. POWER POLETO BE REMOVEDEX. POWER POLETO BE REMOVEDEX. STORM MANHOLETO BE REMOVEDEX. 2'-6" CURB & GUTTER TO REMAINEX. 6' SIDEWALK TO REMAINEX. DRIVEWAY TO REMAINEX. VERTICAL CURB TO REMAINEX. 6' SIDEWALK TO REMAINPROPERTY BOUNDARYEX. POWER POLE TOBE REMOVEDEX.TREE REMOVALEX. 5/8" WATER SERVICE AND METERTO BE DISMANTLED BY CLTWATER.EX. PIPING CUT & PLUGGED AT BACKOF WATER METER.METER NUMBER: 103230507EX. 5/8" WATER SERVICE AND METERTO BE DISMANTLED BY CLTWATER.EX. PIPING CUT & PLUGGED AT BACKOF WATER METER.METER NUMBER: 103230810EX. DRIVEWAY TO BE REMOVED &REPLACED WITH 2'-6" CURB & GUTTEREX. 5/8 WATER SERVICE AND METERTO BE DISMANTLED BY CLTWATER.EX. PIPING CUT & PLUGGED AT BACKOF WATER METER.METER NUMBER: 103230505EX. AT&T ABOVE GROUND CABINETTO BE REMOVED AND RELOCATED
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PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.DA: 0.43 ACDA: 0.90 ACDA PROP CB-12:0.02 ACWWWW728727729730731732733734735744737735734733732731730729737736DA PROP DEWATERING PUMP1.19 AC7427407387437417397387397407427367377417367387397407411601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377EROSION CONTROL PHASE 1N/ALDILDILDIC2-019/28/2023 6:00 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_EROS2.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1" = 20'4020510CALL 1-800-632-4949N.C. ONE-CALL CENTERBEFORE YOU DIG!IT'S THE LAW!NOTES1.SEE SHEET C2-03 FOR EROSION CONTROL NOTES & DETAILS2.DENUDED AREA: 1.31 AC3.CONTRACTOR SHALL PROVIDE AND MAINTAIN FULL ACCESS TO PARKING LOTAND SERVICE ENTRANCES OF EXISTING BUILDING TO REMAIN THROUGHOUTCONSTRUCTION. CONTRACTOR SHALL COORDINATE ACCESS CLOSURES WITHOWNER AS NEEDED.4.LANDDESIGN, INC. DOES NOT INTEND FOR THE INCLUDED CONSTRUCTIONSEQUENCING TO DICTATE NOR TAKE RESPONSIBILITY FOR CONSTRUCTIONMEANS, METHODS, TECHNIQUES, PROCEDURES, AND SAFETY PRECAUTIONSWHICH ARE GOVERNED BY LOCAL, STATE AND FEDERAL GUIDELINES. THECONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION RELATEDACTIVITIES ASSOCIATED WITH THIS PROJECT.5.CONSTRUCTION FENCE AND SILT FENCE TO BE REMOVED AS SIDEWALK, TREEGRATES, AND CURB AND GUTTER ARE CONSTRUCTED.6.CONSTRUCTION ENTRANCE/EXIT MUST REMAIN INSTALLED UNTIL FINALSTABILIZATION PER CLDSM 30.11A.7.ALL CONSTRUCTION ACTIVITY AND SITE ACCESS IS LIMITED TO ONLYENTRANCES SHOWN ON APPROVED PLANS8.EROSION CONTROL PLANS DEFINE MEASURES REQUIRED FOR EROSION ANDSEDIMENTATION CONTROL, AND DO NOT REFLECT FOOTING, FOUNDATION, SHORING, OR BASEMENT EXCAVATION REQUIREMENTS OR QUANTITIES. EROSION CONTROL PLANS SHOW LIMITED PHASES DURING THE COURSE OFCONSTRUCTION. DURATION OF A PARTICULAR PHASE DEPENDS ON THE GENERAL CONTRACTOR'S MEANS AND METHODS. LANDDESIGN IS NOT RESPONSIBLE FOR FIELD MEANS AND METHODS DURING CONSTRUCTION.9.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.10.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDEDAREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN DAYS. REFER TO EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.11.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OFEROSION CONTROL MEASURES.12.NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED.13.ALL EROSION CONTROL DEVICES SHOULD BE CHECKED ONCE PER WEEK ANDAFTER ANY 1" RAIN EVENT MINIMUM. IF ANY FAILURES ARE FOUND THEY SHOULDBE REPAIRED AS SOON AS POSSIBLE14.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE EROSION CONTROLORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS.15. GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURESARE IN PLACE AND FUNCTIONING PRIOR TO DEMOLITION, GRUBBING, AND GRADING OPERATIONS.CONSTRUCTION SEQUENCE16. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT FOR EROSION CONTROL PLAN.17. SET UP AN ON-SITE PRE-CONSTRUCTION MEETING WITH EROSION CONTROLINSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSIONCONTROL MEASURES. FAILURE TO SCHEDULE MEETING 48 HOURS PRIOR TOANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 ON THE CITYCODE AND SUBJECT TO A FINE.18. PRIOR TO ANY CLEARING OR INSTALLATION OF EROSION CONTROL DEVICES,CONTRACTOR SHALL STAKE CLEARING LIMITS AND STAKE ALL TREES, STRUCTURES AND WETLANDS TO REMAIN AND BE PROTECTED. ALL BUFFERSAND WETLANDS SHALL BE CLEARLY DELINEATED IN THE FIELD TO BE PROTECTED.19. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AND PERIMETER CONSTRUCTION FENCING AND SILT FENCE. TIRE WASH MAY BE REQUIRED IFCONSTRUCTION ENTRANCE IS NOT SUFFICIENT TO RETAIN SOIL. CONTRACTORTO BLOCK ALL POSSIBLE ENTRANCES TO SITE BESIDES APPROVED CONSTRUCTION ENTRANCE W/ FENCING AND ORANGE BARRELS.20. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, COIR LOGS, TREEPROTECTION, AND ANY OTHER MEASURES AS SHOWN ON PLANS, CLEARINGONLY AS NECESSARY TO INSTALL THESE DEVICES.21. CONTRACTOR TO INSTALL PROPOSED STORM DRAINAGE FROM EX. MANHOLE TOPROPOSED DROP INLET 13 AS SHOWN ON PLANS.22.CALL FOR ON-SITE INSPECTION BY INSPECTOR PRIOR TO BEGINNING VERTICALCONSTRUCTION ON SITE. THE CONTRACTOR SHALL DILIGENTLY ANDCONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.23.FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITHEROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OFEROSION CONTROL MEASURES.LIMITS OF CONSTRUCTION/DENUDED LIMITSSILT FENCECLDSM 30.06ATEMP. CONSTRUCTIONENTRANCE/EXIT (CLDSM 30.11A& 30.11B) LEGENDINLET PROTECTION(CLDSM 30.09 & 30.15)STORM DRAINAGE AREASTEMPORARY SILT DITCHCLDSM 30.05TD->PROP. DENUDEDAREAPROP. INLET PROTECTIONCLDSM 30.9PROP. INLET PROTECTIONCLDSM 30.9EX. CB TO BE REMOVEDPROP. CONSTRUCTION ENTRANCE/EXIT (CLDSM 30.11A)WITH TIRE WASH (CLDSM 30.11B). TIRE WASH WATER TOBE DISCHARGED THROUGH SILT BAG / FILTER MEDIA OREQUIVALENT DEVICE± 100 LF PROP. SILT FENCE(DA EX. CB BOUNDARY)CLDSM 30.06A± 82 LF PROP. SILT FENCE(DA TEMP SILT FENCE)CLDSM 30.06APROP. DROP INLETINV ELV: 741.59'PROP. INLET PROTECTIONCLDSM 30.9EX. STORM LINE TO BECUT AND PLUGGED INPLACE± 95 LF PROP. SILT FENCE(DA TEMP SILT FENCE)CLDSM 30.06A± 34 LF PROP. SILT FENCE(CLDSM 30.06A± 93 LF PROP. SILT FENCE(CLDSM 30.06A)PROP. DI-13PROP. CB-12PROP. CB-3EX. CB-101EX. CB -100PROP. INLET PROTECTIONCLDSM 30.9PROP. DI-15PROP. RATED FILTER FABRIC BAGTO BE APPROVED BY CITY OFCHARLOTTE EROSION CONTROLINSPECTOR PRIOR TO INSTALLATIONPROP. TEMPORARY WATER LINETO SERVE DEWATERING PUMPPROP. DEWATERING PUMPPROP. SILT FENCE OUTLETCLDSM 30.06CTEMPORARY SHORING LOCATION SHOWNIS APPROXIMATE AND MAY VARY PERSHORRING DESIGN (BY CONTRACTOR)
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGAS GAS GAS GAS GAS GAS GAS GAS GAS
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGAS GAS GAS GAS GAS GAS GAS GAS GAS
E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.WWWWWWWWWSSSSSSSS7417
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0
740741742743 744742741DA 0.43 ACDA 0.51 ACDA PROP. CB-10.20 ACDA EX. CB-1010.49 ACDA PROP. DI-15:0.47 ACDA PROP DI-13:0.50 ACDA 0.93 ACDA PROP. BUILDING0.48 ACDA PROP. CB-40.42 ACDA PROP DI-14:0.35 ACDA PROP. CB-30.07 ACDA PROP. CB-120.07 AC1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377EROSION CONTROL PHASE 2N/ALDILDILDIC2-029/28/2023 6:01 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_EROS3.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1" = 20'4020510CALL 1-800-632-4949N.C. ONE-CALL CENTERBEFORE YOU DIG!IT'S THE LAW!CONSTRUCTION SEQUENCE1.INSTALL TEMPORARY CONSTRUCTION ENTRANCES AND PERIMETERCONSTRUCTION FENCING AND SILT FENCE. TIRE WASH MAY BE REQUIRED IFCONSTRUCTION ENTRANCE IS NOT SUFFICIENT TO RETAIN SOIL.CONTRACTOR TO BLOCK ALL POSSIBLE ENTRANCES TO SITE BESIDESAPPROVED CONSTRUCTION ENTRANCE W/ FENCING AND ORANGE BARRELS.2.INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, COIR LOGS, TREEPROTECTION, AND ANY OTHER MEASURES AS SHOWN ON PLANS, CLEARINGONLY AS NECESSARY TO INSTALL THESE DEVICES.3.GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURESARE IN PLACE AND FUNCTIONING PRIOR TO GRADING OPERATIONS.4.CONTRACTOR SHALL BEGIN INSTALLING FOOTINGS AND FOUNDATIONS ONSITE, KEEPING EROSION CONTROL MEASURES MAINTAINED ANDOPERATIONAL.5.VERTICAL CONSTRUCTION TO BEGIN AFTER ALL PROPOSED STORM HAS BEENINSTALLED.6.CONTRACTOR SHALL STABILIZE PRECAST CORE AND PROPOSED BUILDINGFOOTPRINT WITH COMPACTED AGGREGATE BASE COURSE.6.1.UPON STABILIZING 95% OF ON-SITE DRAINAGE AREA THE PROPOSEDSEDIMENT BASIN CAN BE REMOVED.6.2.EROSION CONTROL INSPECTOR TO CONDUCT SITE VISIT PRIOR TOREMOVING THE SEDIMENT BASIN FROM THE SITE.7.GRADING AND INSTALLATION OF REMAINDER OF STORM DRAINAGE FOR THESITE SHALL COMMENCE. (SEE CHAPTERS 4 & 5 FOR ADDITIONAL INFORMATION)8.CONSTRUCT RETAINING WALLS & SHORING AS NECESSARY DURING GRADINGAND STORM DRAINAGE INSTALLATION ACTIVITIES.7. INSTALL INLET PROTECTION FOR STORM DRAINAGE STRUCTURES AS NECESSARY AND/OR AS SHOWN ON PLANS.8. THE CONTRACTOR SHALL ADJUST EROSION CONTROL MEASURES ANDSTABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.9. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.LIMITS OF CONSTRUCTION/DENUDED LIMITSSILT FENCECLDSM 30.06ATEMP. CONSTRUCTIONENTRANCE/EXIT (CLDSM 30.11A& 30.11B) LEGENDINLET PROTECTION(CLDSM 30.09 & 30.15)STORM DRAINAGE AREASTEMPORARY SILT DITCHCLDSM 30.05TD->PROP. INLET PROTECTIONCLDSM 30.9PROP. INLET PROTECTIONCLDSM 30.9PROP. INLET PROTECTIONCLDSM 30.9PROP. INLET PROTECTIONCLDSM 30.9PROP. INLET PROTECTIONCLDSM 30.9EX. CB-101PROP. CB-12PROP. CB-3PROP. DI-13PROP. DI-15PROP. CB-1APROP. DENUDEDAREA± 193 LF PROP. SILT FENCE(EDGE OF HARDSCAPE TOINLET PROTECTION AT CB-1A)CLDSM 30.06APROP. CB-1± 55 LF PROP. SILT FENCE(EDGE OF HARDSCAPE TOEDGE OF HARDSCAPE)CLDSM 30.06APROP. INLET PROTECTIONCLDSM 30.9PROP. DI-14PROP. CB-4PROP. INLET PROTECTIONCLDSM 30.9
1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377EROSION CONTROL DETAILSN/ALDILDILDIC2-039/28/2023 6:01 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_DTL_EROS.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGAS GAS GAS GAS GAS GAS GAS GAS GASENGINEERINGGENERATORELEC. - LSFCCELEC. - MAINMPOEPROP MGRJANMAINTDOG WASHBIKE STORAGEFIRE PUMP / BACKFLOWPACKAGEMAILFSA LOBBYLEASING SUITERECEPTIONLOUNGE STORAGEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGAS GAS GAS GAS GAS GAS GAS GAS GAS0.03 AC1,480 SFOPEN SPACERUTH D MARTINDB: 24192-696PID: 12307311ZONING: TOD-NC(HD)(2) 10' X 25' LOADING SPACES42'-6" FROMCENTERLINE TOFUTURE BOCBIKESTORAGEWATER /FIRE PUMP8' AMENITY ZONE(CURBED PLANTERS)8' PED ZONE(16' SETBACK FROM BOC)8' AMENITY ZONE(CURBED PLANTERS)8' PED ZONE(16' SETBACK FROM BOC)229 KINGSTON LLCDB: 32208-316PID: 12307307ZONING: TOD-NC(HD)LOBBY / MAIL /LEASINGWALTER E KEARNSDB: 24113-981PID: 12307303ZONING: TOD-NC(HD)LYNN H ROBINSONDB: 07365-958PID: 12307302ZONING: TOD-UCJILL S NEWTONDB: 07907-546PID: 12307316ZONING: TOD-UCIMPROVED ALLEYE. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.8' AMENITY ZONESOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. KINGSTON AVE.LOCAL COMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.FUTURE BOC16' SETBACK FROM BOC8' AMENITY ZONE0-10' BUILD-TO-ZONEZONING LINEZONINGLINETOD-NC (HD)TOD-UCTOD-UCTOD-NCTOD-NCTOD-NC (HD)16' SETBACK FROMFUTURE BOC0-10' BUILD-TO-ZONE0.01 AC477 SFPUBLIC OPENSPACE22'-0" FROMCENTERLINE TO FUTURE BOCTRASH ANDRECYCLINGBIKESTORAGE40'-2" FROM EX.CENTERLINE TOEX. BOC13'-11"TRAVELLANE10'-3"TRAVELLANE10'-1"TURNLANE8'-0"STREETPARKING1" = 20'1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377OVERALL SITE PLAN ANDDEVELOPMENT SUMMARYN/ALDILDILDIC3-009/28/2023 6:03 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_OVRL.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET4020010DEVELOPMENT SUMMARY:PARCEL ID NUMBER (PID#):12307312, 12307313, 12307314, 12307315, 12307308EXISTING PARCEL SIZE: 0.87 ACJURISDICTION:CITY OF CHARLOTTEEXISTING ZONING:TOD-UC TOD-NCEXISTING LAND USE:COMMERCIAL, OFFICEPROPOSED PRINCIPAL USE:MULTI-FAMILY APARTMENTS, RETAIL / COMMERCIAL370 UNITS457 BEDROOMS4,584 SF RETAIL/COMMERCIALBUILDING SITING :BUILDING HEIGHT:24' MIN. HEIGHT (UC)(FROM AVG. GRADE) UNLIMITED MAX. HEIGHT (UC) - LOCATED WITHIN 14 MILE FROM TRANSIT STATION(130' MAX. HEIGHT PERMITTED WITHOUT BONUS)PROPOSED BUILDING HEIGHT:342' - 2"BONUS HEIGHT ALLOWANCE:BONUS HEIGHT ALLOWANCE PER TABLE 15.1 BONUS MENU, ITEM 1 AFFORDABLE HOUSING OF THE TODORDINANCE [FEES-IN-LIEU]. (18) STORIES PROVIDED ABOVE THE ALLOWABLE 130' -0". FEE TO BE PAID PRIOR TO ISSUANCEOF BUILDING PERMIT.CLOSEST NEIGHBORHOOD ZONING IS GREATER THAN 200' FROM BUILDING.BUILDING SETBACK: SOUTH BLVD- 16' PRIMARY FRONTAGE (4+ LN BLVD)EAST PARK AVE- 16' OTHER PRIMARY FRONTAGEBUILD-TO ZONE: 0-10' FROM SETBACK LINEMIN. BUILD-TO PERCENTAGE:SOUTH BLVD-80%EAST PARK AVE-80%SIDE SETBACK LINE: N/A (UNLESS ABUTTING SINGLE FAM RES.)MIN. REAR SETBACK LINE: N/A (UNLESS ABUTTING SINGLE FAM RES.)ACTIVE GROUND FLOOR USE:90% ACTIVE GROUND FLOOR USES REQUIRED FOR BOTH FRONTAGES100% ACTIVE GROUND FLOOR USE PROVIDED FOR BOTH FRONTAGESPARKING CALCULATIONS :MAXIMUM PARKING: 0.9 SPACE/ BEDROOM370 UNITS (457 BEDROOMS) = 411 MAX. MF PARKING SPACES (EXCLUDING ADA)RETAIL / COMMERCIAL: 4,584 SF RETAIL3/1000 GFA MAX: 15 MAX. RETAIL PARKING SPACESPROVIDED PARKING:DECK STANDARD:274 SPACESDECK COMPACT:94 SPACES (25%)DECK PARALLEL:N/A= 368 PARKING SPACESEXCLUDED FROM MAXIMUM COUNT:ON-STREET PARKING:6 SPACESDECK ADA:8 SPACESLOADING DOCK REQ: (1) 10' X 25' SPACE(2) PROVIDED OFF ALLEY - SEE ARCH DECK PLANSBIKE PARKING REQUIREMENTSRESIDENTIAL1/5(DU) OR 30 MAX. (24 LONG TERM, 6 SHORT TERM REQ.)LONG-TERM SPACES: 80%(30) = 24 SPACES LONG-TERM SPACES PROVIDED(LOCATED INTERNAL TO BLDG BUT ACCESSIBLE TO PUBLIC PER SECTION 12.202A)SHORT-TERM SPACES: 6 SHORT TERM SPACES PROVIDEDRETAIL / COMMERCIAL1/ 1,500 SF GFA, 4,584 SF/ 1,500 = 4 SPACES REQUIREDLONG-TERM SPACES: 25%(4)= 1 LONG-TERM SPACES PROVIDED(LOCATED INTERNAL TO BLDG BUT ACCESSIBLE TO PUBLIC PER SECTION 12.202A)SHORT-TERM SPACES: 3 SHORT TERM SPACES PROVIDEDOPEN SPACE REQUIREMENTS:5% MIN. REQUIRED TOD-UC 0.0435 AC PROVIDED (1,957 SF), 5% PROVIDEDMIN. 12' IN DEPTH/WIDTH0.0435 AC / 0.87 AC = 0.05 (± 5%)25% OF REQUIRED OPEN0.01 AC PROVIDED (496 SF) 25% PROVIDEDSPACE TO BE PUBLICOPEN SPACE TO INCLUDE BUT NOT LIMITED TO: HARDSCAPE PLAZA AREAS WITH VARIED SEATING, LIGHTING AND OVERHEADSHADE STRUCTURES AND LANDSCAPING, AND FLEXIBLE LAWN SPACE.SOLID WASTE SUMMARY:REQUIRED: 8 CU YARD DUMPSTER PER 30 UNITS OR 2 CU YARD COMPACTOR PER 90 UNITS 371 UNITS/ 30= 13, (8) CU DUMPSTER OR 371/ 90 = 5, (2) CU COMPACTERPROVIDED: 34 CU YARD COMPACTOR PROVIDEDREQUIRED: 5 RECYCLING STATIONS FOR 321-400 UNITS (5 X 144 SQ FT = 720 SQ FT TOTAL)PROVIDED: 720 SQ FT TOTALTREE SAVE REQUIREMENTS:PROJECT SITE IS TOD AND LOCATED WITHIN THE TRANSIT STATION AREA PLAN.TREE SAVE REQUIRED: N/A- EXEMPTTREE MITIGATION PROVIDED:N/A- EXEMPTLIGHTING:THE MAXIMUM ALLOWABLE FOOTCANDLE AT ANY REQUIRED SETBACK LINE IS AS FOLLOWS:-ANY USE ABUTTING A RESIDENTIAL USE: ZERO FOOTCANDLES.-ANY FRONTAGE ABUTTING A STREET, AS MEASURED AT THE REQUIRED SETBACK LINE: ONE FOOTCANDLE.a.ALL LIGHTING SHALL BE OF FULL CUT OFF OR SEMI CUT OFF LUMINAIRE DESIGN.b.THE MAXIMUM TOTAL HEIGHT OF A FREESTANDING FULL CUT OFF OR SEMI CUT OFF LUMINAIRE IS 22 FEET.c.FLASHING LIGHTING IS PROHIBITED.TIS IMPROVEMENTS:MODIFY THE WESTBOUND APPROACH OF THE SOUTH BOULEVARD/E. PARK AVENUE INTERSECTION TO INSTALL A SEPARATELEFT TURN LANE.UPGRADE THE PEDESTRIAN RAMPS IN THE NORTHEAST AND SOUTHEAST QUADRANTS OF THE SOUTH BOULEVARD/E. PARKAVENUE INTERSECTION TO CURRENT AMERICANS WITH DISABILITIES (ADA) STANDARDS.THIS INCLUDES PROVIDING TWO (2) RAMPS PER CORNER AND 10 FEET OF SEPARATION BETWEEN RAMPS AND PEDESTRIANSIGNALS. RESTRIPING THE CROSSWALKS MAY BE NECESSARY DEPENDING ON FINAL LAYOUT OF THE UPGRADED RAMPS.UPGRADE THE PEDESTRIAN SIGNALS AND PUSH BUTTONS IN THE NORTHEAST AND SOUTHEAST QUADRANTS OF THE SOUTHBOULEVARD/E. PARK AVENUE INTERSECTION IN CONJUNCTION WITH THE RAMP UPGRADES, IF NEEDED. INSTALL BICYCLE AND VEHICLE VIDEO DETECTION AT THE SOUTH BOULEVARD/E. PARK AVENUE INTERSECTION. IT IS NOTEDTHAT THIS IMPROVEMENT IS CURRENTLY COMMITTED AS PART OF THE CAMDEN EXCHANGE PROJECT. WHICHEVERPROJECT PROCEEDS FIRST WITH REDEVELOPMENT AND THEIR ASSOCIATED IMPROVEMENTS WILL BE RESPONSIBLE FORTHIS UPGRADE.OPENSPACESITE LEGENDFUTURE BACK OF CURB LINEPROPERTY LINESETBACK LINEBUILD-TO-ZONE LINEBUILD-TO-ZONEPROPOSEDBLDG±295'
ENGINEERINGGENERATORELEC. - LSFCCELEC. - MAINMPOEPROP MGRJANMAINTDOG WASHBIKE STORAGEFIRE PUMP / BACKFLOWPACKAGEMAILFSA LOBBYLEASING SUITERECEPTIONLOUNGE STORAGEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGAS GAS GAS GAS GAS GAS GAS GAS GAS
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGAS GAS GAS GAS GAS GAS GAS GAS GAS PROPOSED ON STREET PARKING TYP.TYPE II MODIFIED DRIVEWAYCLDSM 10.25EPROP. 50'X50' SIGHT TRIANGLEPROPOSED CURB RAMPPER CLDSM DETAIL 10.40B(5) SHORT TERM BIKE SPACES TOBE ACCESSIBLE TO PUBLICPER SECTION 12.202APROMINENTENTRANCEPROMINENTENTRANCEPROMINENTENTRANCERUTH D MARTINDB: 24192-696PID: 12307311ZONING: TOD-NC(HD)TRASH ANDRECYCLING(2) 10' X 25' LOADING SPACES42'-6" FROMCENTERLINE TOFUTURE BOCBIKESTORAGEWATER /FIRE PUMP8' AMENITY ZONE(CURBED PLANTER)8' PED ZONE(16' SETBACK FROM BOC)8' AMENITY ZONE(CURBED PLANTER)8' PED ZONE(16' SETBACK FROM BOC)229 KINGSTON LLCDB: 32208-316PID: 12307307ZONING: TOD-NC(HD)LOBBY / MAIL /LEASINGWALTER E KEARNSDB: 24113-981PID: 12307303ZONING: TOD-NC(HD)LYNN H ROBINSONDB: 07365-958PID: 12307302ZONING: TOD-UCJILL S NEWTONDB: 07907-546PID: 12307316ZONING: TOD-UCTRANSFORMERS10' X 10'SIGHTTRIANGLES7'-11" TYP.22'-0" TYP.8'-0"8'-0"44'-1"66'-0"8'-0"IMPROVED ALLEY3'-0"27'-4"FENCED DOG RUN68'-4"ZONINGBOUNDARY LINEZONINGBOUNDARY LINEZONINGBOUNDARY LINETIE INTO EXISTING CURBTIE INTO EXISTING SIDEWALKPROMINENTENTRANCE3.0010'-4"3'-0"12'-10"11'-6"3'-0"17'-4"3'-0"19'-2"10'-0"10'-0"13'-9"R10.00R
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0
0
62'-4"PET WATER FOUNTAIN(4) SHORT TERM BIKE SPACES TO BEACCESSIBLE TO PUBLIC PER SECTION 12.202ABUS STOP PER CATSSTANDARD DETAIL 60.01A22'-0"55'-0"100'-0"29'-3"E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.8' AMENITY ZONESOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. KINGSTON AVE.LOCAL COMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.FUTURE BOC16' SETBACK FROM BOC8' AMENITY ZONE0-10' BUILD-TO-ZONEZONING LINEZONINGLINETOD-NC (HD)TOD-UCTOD-UCTOD-NCTOD-NCTOD-NC (HD)16' SETBACK FROMFUTURE BOC0-10' BUILD-TO-ZONETIE INTO EXISTING CONCRETE SIDEWALKGRANITE STREETNAME MARKERS TOBE PROTECTED ANDRELOCATED9'-6"5'-0"METAL PANEL TRANSFORMERENCLOSURE27'-0"27'-4"4'-6"0'-8"STRIPING FOR PEDESTRIANCROSSING14'-0"12'-6"16'-0"10'-0"20'-0"22'-10"25'-2"11'-5"5.007'-6"1" = 20'1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377LAYOUT PLANN/ALDILDILDIC3-019/28/2023 6:05 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_LYOT.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET4020010SITE LEGENDFUTURE BACK OF CURB LINEPROPERTY LINESETBACK LINEBUILD-TO-ZONE LINE
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1 UPUP9'-8"54'-0"8'-0"20'-0"
2'-6"5'-7"31'-6"24'-1"2'-6"3'-1"14'-7"71'-3"6'-6"3'-7"22'-10"5'-0"18'-9"3'-6"6'-9"11'-6"4'-0"19'-0"8'-0"3'-6"6'-4"12'-4"1'-9"8'-6"1'-9"16'-1"156'-5"10'-4"33'-5"10'-0"38'-7"5'-7"
2'-6"
25'-2"
1'-6"2'-3"11'-4"2'-9"23'-8"2'-9"2'-9"25'-11"2'-9"18'-0"49'-8"8'-0"5'-9"8'-11"TYP.POOLSUNSHELF
MOVIE LAWN MOUNDS(FOR DESIGN INTENT ONLY)CABANASBUILDING OVERHANG10'-2"1" = 10'1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377LEVEL 9 LAYOUT PLANLDLD/AWLDC3-029/28/2023 6:05 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_LYOT_LVL 9.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET201005
MECHCORRIDORELEC RMMECHPANTRYAV1" = 10'1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377LEVEL 31 LAYOUT PLANN/ALDILDILDIC3-039/28/2023 6:05 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_LYOT_LVL 31.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET201005
ENGINEERINGGENERATORELEC. - LSFCCELEC. - MAINMPOEPROP MGRJANMAINTDOG WASHBIKE STORAGEFIRE PUMP / BACKFLOWPACKAGEMAILFSA LOBBYLEASING SUITERECEPTIONLOUNGE STORAGEE. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. KINGSTON AVE.LOCAL COMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.PV-101PA-101PV-106PV-105PV-107SF-107PV-101PA-101PV-106PV-107PV-104PV-102PA-101PV-105PV-105PV-102PV-101BA-01BA-02SF-105SF-106SF-102SF-103SF-104FENCED DOGRUN02-0202-0102-01PV-101BUS STOP PER CATSSTANDARD DETAIL 60.01APV-101SF-107BA-03PV-10402 GENERAL IMPROVEMENTSSYMBOLDESCRIPTIONDETAILDIRECTIONAL CURB RAMP2`-6" CURB AND GUTTER1/C3-30BARRIERS, FENCING, RAILINGSSYMBOLDESCRIPTIONDETAILALUMINUM FENCE (DOG RUN)7/C3-31ALUMINUM GATE (DOG AREA)7/C3-31TRANSFORMER FENCE ENCLOSUREPLANTING, LANDSCAPESYMBOLDESCRIPTIONDETAILPLANTING AREAPAVEMENTSSYMBOLDESCRIPTIONDETAILSTANDARD CONCRETE PAVEMENT11/C3-30HEAVY DUTY CONCRETE PAVEMENT2/C3-31HEAVY DUTY ASPHALT - STAMPED1/C3-31CONCRETE UNIT PAVERS - TYPE I3/C3-31CONCRETE UNIT PAVERS - TYPE II3/C3-31PRECAST CURB5/C3-31SITE FURNITURESYMBOLDESCRIPTIONDETAILBISTRO TABLES AND CHAIRS (BY TENANT)PLANTER POT (BY TENANT)BENCHPET WASTE STATION9/C3-31PET WATER FOUNTAIN8/C3-31BIKE RACK6/C3-3102-0102-02BA-01BA-02BA-03PA-101PV-101PV-102PV-104PV-105PV-106PV-107SF-102SF-103SF-104SF-105SF-106SF-107REFERENCE NOTES SCHEDULE1" = 20'1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377MATERIAL PLANN/ALDILDILDIC3-209/28/2023 6:08 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_MATR.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET4020010SITE LEGENDFUTURE BACK OF CURB LINEPROPERTY LINESETBACK LINEBUILD-TO-ZONE LINE
UPUPPV-203PV-202PV-201SF-205ASF-205ABA-04BA-04SF-205SF-205CU-103CU-101SF-205ASF-205ASF-206SF-206SF-206SF-206SF-204PV-204SF-203SF-201BA-04PV-204PV-204SW-101PV-204########1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377LEVEL 9 MATERIAL PLANN/ALDILDILDIC3-219/28/2023 6:08 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_MATR_LVL 9.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET######BARRIERS, FENCING, RAILINGSSYMBOLDESCRIPTIONQTYDETAILPOOL FENCE AND GATE02/C3-33CUSTOM ELEMENTSSYMBOLDESCRIPTIONQTYDETAILGRILL STATION - LEVEL 901/C3-33ARTIFICIAL TURF MOUNDSPAVEMENTSSYMBOLDESCRIPTIONQTYDETAILPEDESTAL PAVERS - TYPE I3,454 SF01/C3-32PEDESTAL PAVING - TYPE II3,276 SF01/C3-32PEDESTAL PAVERS - TYPE III744 SF02/C3-32CONCRETE BANDING166 SF05/C3-32ARTIFICIAL TURF820 SF04/C3-32SITE FURNITURESYMBOLDESCRIPTIONQTYDETAILFIRE PIT - TYPE I03/C3-33CABANA - SQUARECABANA - RECTANGULAR18" ALUMINUM RAISED PLANTER01/C3-3318" ALUMINUM RAISED PLANTER WITH BENCH02/C3-3330" ALUMINUM RAISED PLANTER01/C3-33SITE WALLS, EMBANKMENTSSYMBOLDESCRIPTIONQTYDETAIL42" PLANTER WALL03/C3-33BA-04CU-101CU-103PV-201PV-202PV-203PV-204PV-205SF-201SF-203SF-204SF-205SF-205ASF-206SW-101REFERENCE NOTES SCHEDULE
MECHCORRIDORELEC RMMECHPANTRYAVPV-201PV-202SW-101SF-205SF-205CU-1021" = 10'1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377LEVEL 31 MATERIAL PLANN/ALDILDILDIC3-229/28/2023 6:08 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_MATR_LVL 31.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET201005CUSTOM ELEMENTSSYMBOLDESCRIPTIONQTYDETAILGRILL STATION - LEVEL 3102/C3-33PAVEMENTSSYMBOLDESCRIPTIONQTYDETAILPEDESTAL PAVERS - TYPE I1,936 SF01/C3-32PEDESTAL PAVING - TYPE II513 SF01/C3-32SITE FURNITURESYMBOLDESCRIPTIONQTYDETAIL18" ALUMINUM RAISED PLANTER01/C3-33SITE WALLS, EMBANKMENTSSYMBOLDESCRIPTIONQTYDETAIL42" PLANTER WALL03/C3-33CU-102PV-201PV-202SF-205SW-101REFERENCE NOTES SCHEDULE
12344
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1 UPUPSF-207SF-207ASF-207SF-203SF-203SF-301SF-301SF-207ASF-309SF-307SF-307SF-304SF-311SF-306SF-305SF-310SF-310SF-302SF-301SF-307SF-307SF-309SF-301SF-303SF-204########1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377LEVEL 9 FURNISHING PLANN/ALDILDILDIC3-239/28/2023 6:08 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_FURNISHING_LVL 9.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET######SITE FURNITURESYMBOLDESCRIPTIONQTYDETAILCABANA - SQUARECABANA - RECTANGULARPLANTER - TYPE IPLANTER - TYPE IICHAISE LOUNGE CHAIRSUNSHELF LOUNGERMOVEABLE TABLE AND CHAIRSBAR HEIGHT CHAIRSLOUNGE CHAIRSMOVIE LAWN LOUNGE CHAIRLOUNGE COUCHCOFFEE TABLESIDE TABLEPING PONG TABLESF-203SF-204SF-207SF-207ASF-301SF-302SF-303SF-304SF-305SF-306SF-307SF-309SF-310SF-311REFERENCE NOTES SCHEDULE
MECHCORRIDORELEC RMMECHPANTRYAV1" = 10'1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377LEVEL 31 FURNISHING PLANN/ALDILDILDIC3-249/28/2023 6:08 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_FURNISHING_LVL 31.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET201005
########1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377AMENITY PRODUCTSCHEDULEN/ALDILDILDIC3-259/28/2023 6:09 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_MATR_LVL 9.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET######02 GENERAL IMPROVEMENTSSYMBOLDESCRIPTIONDETAILREMARKSDIRECTIONAL CURB RAMP2`-6" CURB AND GUTTERBARRIERS, FENCING, RAILINGSSYMBOLDESCRIPTIONDETAILVENDORPRODUCTSIZECOLORFINISHREMARKSALUMINUM FENCE (DOG RUN)ALUMINUM GATE (DOG AREA)TRANSFORMER FENCE ENCLOSUREPOOL FENCE AND GATE02/C3-33CUSTOM ELEMENTSSYMBOLDESCRIPTIONDETAILTYPEREMARKSSHOP DRAWINGSGRILL STATION - LEVEL 901/C3-33GRILL STATION - LEVEL 3102/C3-33ARTIFICIAL TURF MOUNDSPLANTING, LANDSCAPESYMBOLDESCRIPTIONDETAILVENDORPRODUCTSIZECOLORFINISHREMARKSPLANTING AREAPAVEMENTSSYMBOLDESCRIPTIONDETAILVENDORPRODUCTSIZECOLORFINISHREMARKSSTANDARD CONCRETE PAVEMENTHEAVY DUTY CONCRETE PAVEMENTSTANDARD ASPHALTHEAVY DUTY ASPHALTN/ACONCRETE UNIT PAVERS - TYPE ICONCRETE UNIT PAVERS - TYPE IIPRECAST CURBPEDESTAL PAVERS - TYPE I01/C3-32HANOVERROOF AND PLAZA PAVERS24"X48"LIMESTONE GRAYPEDESTAL PAVING - TYPE II01/C3-32HANOVERROOF AND PLAZA PAVERS12"X12"LIMESTONE GRAYPEDESTAL PAVERS - TYPE III02/C3-32HANOVERPARALLELOGRAM PREST BRICKCHARCOAL/LIMESTONE GRAY BLENDTO BE INSTALLED WITH HANOVER GRIDLOCK SYSTEMCONCRETE BANDING05/C3-32ARTIFICIAL TURF04/C3-32POOL COPINGSITE FURNITURESYMBOLDESCRIPTIONDETAILVENDORPRODUCTSIZECOLORFINISHREMARKSTREE GRATEBISTRO TABLES AND CHAIRS (BY TENANT)PLANTER POT (BY TENANT)BENCHPET WASTE STATIONPET WATER FOUNTAINBIKE RACKFIRE PIT - TYPE I03/C3-33ECOSMART FIREGIN 90 (LOW) FIRE PIT TABLENATURALFIRE PIT - TYPE II03/C3-33ECOSMART FIREMANHATTAN 50 FIRE TABLENATURALCABANA - SQUARETUUCISOLANOX8` X 8`JAVA ALUMNA-TEAKCABANA - RECTANGULARTUUCISOLANOX8` X 10`JAVA ALUMNA-TEAK18" ALUMINUM RAISED PLANTER01/C3-33PLANTERWORXCONTRACTSEE PLANS18" ALUMINUM RAISED PLANTER WITH BENCH02/C3-33PLANTERWORXCONTRACTSEE PLANS30" ALUMINUM RAISED PLANTER01/C3-33PLANTERWORXCONTRACTSEE PLANSPLANTER - TYPE IPLANTER - TYPE IICHAISE LOUNGE CHAIRSUNSHELF LOUNGERMOVEABLE TABLE AND CHAIRSBAR HEIGHT CHAIRSLOUNGE CHAIRSMOVIE LAWN LOUNGE CHAIRLOUNGE COUCHCOMMUNITY TABLECOFFEE TABLESIDE TABLEPING PONG TABLESITE WALLS, EMBANKMENTSSYMBOLDESCRIPTIONDETAILTYPECONSTRUCTIONHEIGHTWALL CAPFINISHDESIGN BY42" PLANTER WALL03/C3-33PLANTER WALLMODULAR BLOCK W/ BRICK VEENER42"02-0102-02BA-01BA-02BA-03BA-04CU-101CU-102CU-103PA-101PV-101PV-102PV-103PV-104PV-105PV-106PV-107PV-201PV-202PV-203PV-204PV-205PV-206SF-101SF-102SF-103SF-104SF-105SF-106SF-107SF-201SF-202SF-203SF-204SF-205SF-205ASF-206SF-207SF-207ASF-301SF-302SF-303SF-304SF-305SF-306SF-307SF-308SF-309SF-310SF-311SW-101REFERENCE NOTES SCHEDULE
1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377SITE DETAILSN/ALDILDILDIC3-309/28/2023 6:09 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_DTL_SITE.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET10.17 A - STANDARD CURB & GUTTERNTSREVISION NO. N/A11020 - CURB TRANSITIONNTSREVISION NO. N/A21025E - TYPE II DRIVEWAY W/ PLANT STRIP AND STD. CURBREVISION NO. 18NTS31035B - TRUNCATED DOMES PLAN & CROSS-SECTIONREVISION NO. 15NTS41031A - PERP. CURB RAMP W/ 2'-6" CURB AND GUTTERREVISION NO. 17NTS51031B - PERP. CURB RAMP W/ 2'-6" CURB AND GUTTERREVISION NO. 16NTS61040A - DIRECTIONAL CURB RAMP W/ SM. OR MED. RADIUSREVISION NO. 17NTS···71040B - DIRECTIONAL CURB RAMP W/ LG. RADIUSREVISION NO. 17NTS···8U-05A - OFFICE/COMMERCIAL WIDE STREET SECTIONREVISION NO. 17NTSKEYNOTES:94011 - REINFORCED CONCRETE SIDEWALKREVISION NO. 15NTS101022 - CONCRETE SIDEWALKSNTSREVISION NO. 15115009C - PARALLEL PARKING STANDARDSREVISION NO. 08NTSNOTES:ADDITIONAL PARKING BAYS ANDREVERSE CURVES/CHAMFERS ASAPPROPRIATE.7' MINIMUMPARALLEL-PARKINGPAVEMENT MARKINGSPER MUTCD (TYP.)MEASURE DISTANCE TONEXT INTERVENING STREETOR ACCESSIBLE RAMPFROM THIS POINT.(SEE MATRIX BELOW)1.REVERSE CURVES/CHAMFERS NOT NECESSARY IF ADEQUATE DRAINAGE CANBE PROVIDED THAT WILL ENSURE THAT SEDIMENT, WATER, DEBRIS, ETC., DOESNOT COLLECT IN 90-DEGREE CORNERS.2.PARALLEL ACCESSIBLE SPACES AND LOADING ZONES TO BE REVIEWED BYCDOT ON A CASE-BY-CASE BASIS.3.FOR PARKING BAYS THAT ARE 8 FEET IN WIDTH OR GREATER, THE PAVEMENTMARKINGS SHALL BE SET AT ONE (1) FOOT LESS THAN THE STALL WIDTH.4.GREATER SEPARATION FROM INTERVENING STREETS THAN THE DISTANCESPROVIDED IN THE MATRIX MAY BE REQUIRED AT CDOT'S DISCRETION.5.POSITIVE DRAINAGE SHALL BE PROVIDED EITHER BY INSTALLATION OFAPPROPRIATE DRAINAGE STRUCTURES OR SLOPE PARKING AREA TO STREETFLOW LINE. SLOPING PARKING AREA TO STREET FLOW LINE ONLY PERMITTEDIF ROAD GRADE IS GREATER THAN 2%.6. IF A BIKE LANE IS REQUIRED ADJACENT TO PARALLEL PARKING, THE MINIMUMWIDTH OF BIKE LANE IS 6'.1:1 CHAMFER MAY BEPROVIDED IN LIEU OFREVERSE CURVES ASSHOWN.22' MIN.EDGE OF TRAVEL LANE125010A - ACCESSIBLE PARKING AND SIGNAGE STANDARDSREVISION NO. 18NTS135010C - SUPPLEMENTAL ACCESSIBLE SIGNREVISION NO. 18NTS12"14REINFORCED CONCRETE SIDEWALK (BRIDGING TREE ROOTS)NOT TO SCALE15
1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377SITE DETAILSN/ALDILDILDIC3-319/28/2023 6:09 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_DTL_SITE.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SETNOTES:1.GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE ASPHALTPAVEMENT DESIGN PER ACTUAL SOIL CONDITIONS AND OWNERSLOADING REQUIREMENTS.2.SEE MATERIALS AND LAYOUT PLANS FOR ADDITIONALINFORMATION.INTERMEDIATE COURSEI- 19.0BBASE COURSECOMPACTED AGGREGATE BASE COURSESUBGRADECOMPACTED SUBGRADE (SEE SECTION 1.A.18)* APPLIED IN TWO EQUAL LIFTSSEE TABLE BELOWASPHALT TIE IN SECTION *NOT TO SCALEMATCH EXISTINGFINISH ASPHALTGRADE ELEVATIONEXISTINGASPHALTNEW ASPHALT2'-0" MIN.MILL 2'-0" MIN.OF EXISTINGASPHALTSURFACECOURSEASPHALT PAVINGCOURSEASPHALT SURFACE COURSE(SF 9.5A)INTERMEDIATE COURSE(I 19.0B)AGGREGATE BASE COURSE(ABC)STANDARD3"*-6"HEAVY DUTY1.5"*2.5"8"ASPHALT PAVEMENT (STANDARD + HD)3/4" = 1'-0"SECTIONSURFACE COURSESF9.5A - FINAL LIFT TO BE APPLIED AFTER 75%DEVELOPMENT OCCUPANCY OR 1 YEAR FROMINTERMEDIATE COURSE PLACEMENT(WHICHEVER OCCURS FIRST).TACK COAT(SEE SECTION 1.E.4)1NOTES:1.CONTRACTOR MUST VERIFY THIS PAVEMENTSECTION WITH CONSULTING GEOTECH PRIOR TOINSTALLATION. REFER TO REPORT FORADDITIONAL INFORMATION.2.SEE LAYOUT PLAN FOR CONTROL JOINT ANDEXPANSION JOINT SPACING.3.SEE PAVING PLAN FOR CONCRETE FINISH.4.WATERPROOFING SEALANT TO MATCHCONCRETE COLORSEE
BELOW
SEE
BELOW
FACE OF WALLHEAVY DUTY CONCRETE PAVEMENT3/4" = 1'-0"SECTIONEXPANSION / CONSTRUCTION JOINTIF USED, INSTALL 58 in DIA. SMOOTH STEEL DOWELS 18inO.C., 3ft LONG. GREASE ON SIDE OF STEEL AND SEAL ASDESCRIBED FOR CONTROL JOINTS (TOOLED JOINT)GROOVE JOINTTOOLED JOINTS PER PAVING AND LAYOUT PLANJOINTS TO BE 14 in X 1- 12 in DEEP w/ WATERPROOF SEALANT1/2inBITUMINOUS EXPANSION JOINT @ 20ft MAX SPACINGAND AT VERTICAL WALLS. ALLOW 12 in RECESSBELOW TOP OF SLAB TO SEAL w/WATERPROOF SEALANTAGGREGATE BASE COURSE, COMPACTED95% COMPACTED SUBGRADE24"REINFORCED CONCRETE SLAB,(SEE STRUCT.)COMPACTED AGGREGATE BASECOMPACTED SUB-BASE, 95% PROCTOR OR BETTER - TO BEVERIFIED BY A QUALIFIED LABMORTAR SET BED1" Ø WEEPS @ 5'-0" O.C. AND ATLOW POINTS, COVER W/ 12" SQ.GEOTEXTILE FABRIC1"UNIT PAVER, AS SPECIFIED1/8" SAND SWEPT JOINTSUNIT PAVERS ON TOPPING SLAB1 1/2" = 1'-0"SECTION3DOG FENCE + GATENTSIMAGEMANUFACTURER: AMERISTARPRODUCT: ECHELON MAJESTIC FENCE + GATEHEIGHT: 4' NOTE: FENCES AND WALLS ALONG A FRONTAGE SHALL BE A MAXIMUM OFEIGHT FEET IN HEIGHT, HOWEVER, THE PORTION OF THE FENCE OR WALLABOVE THREE FEET IN HEIGHT SHALL BECONSTRUCTED TO BE AT LEAST 75% OPENHARDWARE ACCESSIBLEFROM BOTH SIDES, TOCOMPLY W/ ANSI 4.13.9,A117.1 SEC. 404.2.7.2.210" MIN. KICK PLATE ONPUSH SIDE OF GATE7HANOVER ROCK CURB STRAIGHT SECTION*OR APPROVED EQUALMANUFACTURER: HANOVERCOLOR: LIMESTONE GRAYPROFILE: BATTEREDSIZE: 18" (12" EXPOSED HEIGHT)NOTES:1.CONTRACTOR TO PROVIDESUBMITTAL/SHOP DRAWINGS/SAMPLESTO LANDSCAPE ARCHITECT PRIOR TOORDERING/INSTALLATION.2.INSTALL PER MFG RECOMMENDATIONSAND DETAILS.3.FINAL COLOR/FINISH TO BEDETERMINED.4.SEE LAYOUT/MATERIALS PLANS FORADDITIONAL INFORMATION.PRECAST PLANTER CURBNOT TO SCALESECTION + IMAGE5UNIT PAVERS AT CONCRETE PAVEMENT1 1/2" = 1'-0"SECTION1:1NOTES:1.CONTRACTOR TO SEE MANUFACTURE SPECIFICATION FOR INSTALLATION.2.CONTRACTOR TO ENSURE THAT ADJACENT PAVING ARE FLUSH.1/2" DOWEL PIN.1/2" EXPANSION JOINT2.5"
MIN.FLUSH4BIKE RACKNTSIMAGERACK FRONT VIEWRACK SIDE VIEW36"22"3'-8"
36"13'-5"13'-5"12"
12"
6'-734"10'-034"
12"AGGREGATE BASE COURSE, CRUSHED, COMPACTED.98% COMPACTED SUBGRADE.CONCRETE FOOTING, 3600 PSI @ 28 DAYS.HOOP: GALV. 2" SCHEDULE 40 PIPE (238"), 0.154" WALL THICKNESSFINISH: POWDER COATED BLACK(STANDARD COLOR)( 12" X 6") DOWEL.6NOTES:1.SEE MATERIALS SCHEDULE ON SHEET L1-04 FOR PRODUCT INFORMATION2.INSTALL PER MANUFACTURER'S INSTRUCTIONS3.STRUCTURE NOTES PROVIDED BY STRUCTURAL ENGINEER30" X 48"CLEAR FLOOR SPACEPET WATER FOUNTAIN1/2" = 1'-0"PLAN AND SECTIONWATER SUPPLY AND WASTE LINE;SEE MEP DRAWINGSANCHOR BOLTS,SPECIFIED BY MANUFACTUREDRINKING FOUNTAIN,SEE PRODUCT SCHEDULE2'-3"1'-7"2'-6"
2'-134"PET FOUNTAIN CONTROLFRONTSIDEPLAN8PET WASTE RECEPTACLE 3/4" = 1'-0"SECTION8"2'-8"ALUMINUM TRASHRECEPTACLE WITH LIDALUMINUMBAG DISPENSER2"x2"x4'-8' TALL TELESCOPICGALVANIZED STEEL MOUNTING POSTSURFACE MOUNTING POST BASE2'-2"NOTES:1.SEE MATERIALS SCHEDULE ON SHEET L1-04 FOR PRODUCTINFORMATION2.INSTALL PER MANUFACTURER'S INSTRUCTIONS3.STRUCTURE NOTES PROVIDED BY STRUCTURAL ENGINEER9
1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377SITE DETAILSN/ALDILDILDIC3-329/28/2023 6:09 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_DTL_SITE.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SETNOTES:1.DETAILS ARE FOR DESIGN INTENT2.SEE PRODUCT SCHEDULE FOR FENCE SPECIFICATION3.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL FENCE AND GATES PRIOR TO FABRICATION/INSTALLATION4.STRUCTURAL ENGINEER TO REVIEW AND APPROVE SCREEN WALL5.CONTRACTOR TO VERIFY ALL TRANSFORMER CLEARANCES PRIOR TO INSTALLATION/FABRICATIONTRANSFORMER ENCLOSURE1/2" = 1'-0"PLAN/ELEVATION3'-6"8'-0"1'-6"1'-6"8'-0"3'-6"FRONT ELEVATION8'-2"
2"CANE BOLT (1 PER DOOR)DOOR HINGE AS REQUIRED (MIN. 3 PER DOOR)2" FLAT BAR WELDED TO LEFT SIDE OF GATE2 12" SQ. ALUMINUM POST W/ BASE PLATE + LEVELINGNUTS AS REQUIREDINSET LASERCUT METAL PANEL, FINAL PATTERN + FINISHTO BE DETERMINED2" x 4" ALUMINUM TUBE FRAME1" x 2" ALUMINUM TUBE BRACE (ON BACK SIDE)PERFORATED PANEL MESH BACKING ON GATES TOSCREEN UTILITY STRUCTUREALUMINUM CONNECTION WELDED TO POST8'-0" PANEL TYP.BACK ELEVATION4'-212"4'-212"3'-3"4'-212"4'-212"4'-212"4'-612"4'-0" PANEL TYP.3'-012"4'-4"8'-2"
8'-0" PANEL TYP.
2"2 12" SQ. ALUMINUM POST W/ BASE PLATE + LEVELINGNUTS AS REQUIREDINSET LASERCUT METAL PANEL, FINAL PATTERN + FINISHTO BE DETERMINEDALUMINUM CONNECTION WELDED TO POST2 12" SQ. ALUMINUM TOP RAIL2 12" SQ. ALUMINUM BOTTOM RAILFINISHED GRADE2 12" SQ. ALUMINUM TOP RAIL2 12" SQ. ALUMINUM BOTTOM RAILFINISHED GRADECONCRETE FOOTING, TO BE DESIGNED AND DETAILED BYSTRUCTURAL ENGINEER1
1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377AMENITY SITE DETAILSN/ALDILDILDIC3-339/28/2023 6:09 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_DTL_SITE_AMENITY.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SETHARDSCAPE PAVING ON STRUCTURE1" = 1'-0"SECTIONFOR REFERENCEONLY, SEE ARCH.AND STRUCT.PEDESTAL PAVER, TYP.STRUCTURAL SLABSTRUCTURAL SLABFOR REFERENCEONLY, SEE ARCH.AND STRUCT.CONCRETE WALK TYP.CONTINUOUS WATERPROOFING MEMBRANE ANDDRAINAGE MAT, SEE ARCHITECTURAL DRAWINGSPEDESTAL PAVERSCONCRETE WALKCONTINUOUS WATERPROOFING MEMBRANE ANDDRAINAGE MAT, SEE ARCHITECTURAL DRAWINGS01PEDESTAL PAVERS TO ARTIFICIAL TURF1" = 1'-0"SECTIONNOTES:1.CONTRACTOR TO FOLLOW MANUFACTUER SPECIFICATIONS FOR SYNTHETIC LAWN INSTALLATION2.CONTRACTOR TO USE LANDSCAPE RAKE AFTER FINAL INSTALLATION.FOR REFERENCEONLY, SEE ARCH.AND STRUCT.CRUSHED AGGREAGATE, TO BE HAND TAMPAFTER INSTALL, FOLLOW MANUFACTUERSPECIFCATIONS FOR STONE SIZE2X6 PRESSURE TREATED LEDGER BOARD, TO BEATTACHED TO CONCRETE CURB EVERY 18" O.C.LEDGER BOARD TO BE RECESSED 1/4" OF AN INCHFROM FINISH GRADE.PEDESTAL PAVER, TYP.1'-0" REINFORCED CONRETE CURB, TYP.1/2" EXTERIOR WATERPROOF MORTAR TOATTACHED PEDESTAL PAVER AT EDGESTRUCTURAL SLABWATERPROOFING MEMBRANE TO RUN CONTINUOUSLY OVER CURB ANDANY PUNCTURES TO HAVE WATERPROOFING REAPPLIED. ALLWATERPROOFING SHALL NOT BE EXPOSED TO SURFACECONTINUOUS DRAINAGE MAT, SEE ARCHITECTURAL DRAWINGS03FLUSH BAND/CONCRETE BANDINGNTSSECTIONFOR REFERENCEONLY, SEE ARCH.AND STRUCT.STRUCTURAL SLABCONTINUOUS WATERPROOFING MEMBRANE ANDDRAINAGE MAT, SEE ARCHITECTURAL DRAWINGSREINFORCED CONCRETE BANDING,1'-0" TYP., TO BEANCHORED TO STRUCTURAL SLABPEDESTAL PAVER, TYP.1'-0" TYP05ARTIFICIAL TURFNOT TO SCALESECTIONNOTES:1.CONTRACTOR TO FOLLOW MANUFACTUER SPECIFICATIONS FOR SYNTHETIC LAWN INSTALLATION2.CONTRACTOR TO USE LANDSCAPE RAKE AFTER FINAL INSTALLATION.FOR REFERENCEONLY, SEE ARCH.AND STRUCT.CRUSHED AGGREAGATE, TO BE HAND TAMPAFTER INSTALL, FOLLOW MANUFACTUERSPECIFCATIONS FOR STONE SIZE2X4 RECYCLED PLASTIC LUMBER (RPL) LEDGERBOARD, TO BE ATTACHED TO CONCRETE WALKEDGE EVERY 18" O.C. LEDGER BOARD TO BERECESSED 1/4" OF AN INCH FROM FINISH GRADE.CONTINUOUS WATERPROOFING MEMBRANE ANDDRAINAGE MAT, SEE ARCHITECTURAL DRAWINGS4" PERFORATED UNDERDRAIN TO BESPACED 48" OC. AND CONNECTED TO STORMDRAIN OUTLETSTRUCTURAL SLAB04GRIDLOCK PEDESTAL SYSTEMNOT TO SCALE02PEDESTAL PAVERS AT POOL EDGE1" = 1'-0"SECTIONNOTES:1.CONTRACTOR TO ENSURE POSITIVE DRAINAGE AT STRUCTURAL SLAB AWAY FROM POOL.2.SEE MEP DRAWINGS FOR DRAINS SPECIFICATIONS.3.SEE ARCHITECTURE AND STRUCTURAL DRAWINGS FOR SLOPES OF STRUCTURAL SLAB.FOR REFERENCEONLY, SEE ARCH.AND STRUCT.STRUCTURAL SLABSEE ARCHITECTURE AND
STRUCTURAL PLAN FOR
OVERALL DEPTH
01C3-321/8" GAP BETWEEN PAVER TOALLOW WATER TO FLOW TOSTRUCTURAL SLAB AND DRAINPOOLSLOPE TO DRAINFOR REFERENCEONLY, SEE POOL PLANS FOR PERIMETERDRAIN AND EDGE/COPING CONDITION.06
1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377AMENITY SITE DETAILSN/ALDILDILDIC3-349/28/2023 6:09 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_DTL_SITE_AMENITY.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SETNOTES:1.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL OUTDOOR GRILLS PRIOR TO FABRICATION ANDPROCUREMENT OF MATERIALS2.CONTRACTOR TO ENSURE OUTDOOR GRILL HAS INTERNAL LIGHT FEATURE3.CONTRACTOR TO SUPPLY LANDSCAPE ARCHITECT WITH CUT SHEETS FOR OUTDOOR GRILL AND SAMPLESOF ALL COUNTERTOP AND VENEER FOR APPROVAL4.CONTRACTOR TO SUPPLY LANDSCAPE ARCHITECT WITH SHOP DRAWINGS FOR GRANITE COUNTERTOP.5.MEP ENGINEER TO COORDINATE GAS CONNECTION.6.CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE , AND NATIONAL CODES.OUTDOOR KITCHEN - LEVEL 91/2" = 1'-0"DETAIL SUBTITLECOUNTERTOPSEE PRODUCT SCHEDULE, THIS SHEET5'-0"2'-10" MAXSTRUCTURAL SLABSTRUCTURAL SLABOUTDOOR KITCHEN PRODUCT SCHEDULETYPEPRODUCTWEBSITENOTES FOR PRODUCT SCHEDULECOUNTERTOPCAESARSTONE QUARTZWWW.CAESARSTONEUS.COMVENEERBELGARD ARTFORMS PANEL SYSEMWWW.BELGARD.COMOUTDOOR GRILLSLYNX SEDONA -30" BUILT-IN GRILL (LF30ATR)WWW.LYNX.COMEMERGENCY SHUT-OFFFIREGEAR ESTOP1-OH MECHANICALTIMER WITH EMERGENCY SHUT OFF,1-HOURWWW.FIREGEAR.COMACCESS PANELCOYOTE 17"x24" SINGLE ACCESS DOORCSA1724WWW.COYOTEOUTDOOR.COMDOUBLE ACCESS DOORSLYNX SEDONA 36" STAINLESS STEELDOUBLE ACCESS DOORSWWW.LYNX.COMOUTDOOR SINKSUNSTONE ADA COMPLIANT 20" BAR SINKWWW.SUNSTONEMETALPRODUCT.COMVENT6"x14" FIRE MAGIC LEGACY SS (5510-01)WWW.FIREMAGIC.COMADA ACCESSIBLE HANDLE + KNOBSADA KIT FOR SEDONA LYNX GRILLS(ADAKIT)WWW.LYNXGRILLS.COM1 1/2" = 1'-0"OUTDOOR GRILL,SEE PRODUCT SCHEDULE, THIS SHEETACCESSIBLE ZONE TONOT HAVE MORE THAN1.5% IN ANY DIRECTION.ACCESSIBLE ZONE TONOT HAVE MORE THAN1.5% IN ANY DIRECTION.COUNTERTOP WITH 2" OVER HANG,SEE PRODUCT SCHEDULE, THIS SHEETOUTDOOR GRILL,SEE PRODUCTSCHEDULE, THIS SHEET1'-1034"OUTDOOR GRILL,SEE PRODUCT SCHEDULE, THIS SHEETPRECAST PANEL VENEER,SEE PRODUCT SCHEDULE, THIS SHEETEMERGENCY SHUT-OFF5'-0"19'-0"COUNTERTOP WITH 2" OVERHANG, SEEPRODUCT SCHEDULE, THIS SHEET5'-0"CMU CORE, FOR DESIGN INTENT ONLYCONTRACTOR TO PROVIDE SHOPDRAWINGS WITH CMU LAYOUT2'-10" MAX.EMERGENCY SHUT-OFF,SEE PRODUCT SCHEDULE THIS SHEETACCESS PANEL,SEE PRODUCT SCHEDULE, THIS SHEETCOUNTERTOPSEE PRODUCT SCHEDULE, THIS SHEET5'-0"2'-10" MAXSTRUCTURAL SLAB1'-1034"PRECAST PANEL VENEER,SEE PRODUCT SCHEDULE, THIS SHEETEMERGENCY SHUT-OFFGRILL STATION TO BE BUILT AROUNDCOLUMNSGRILL STATION TO BE BUILT AROUNDCOLUMNS01OUTDOOR KITCHEN - LEVEL 311/2" = 1'-0"DETAIL SUBTITLERESERVED02
1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377AMENITY SITE DETAILSN/ALDILDILDIC3-359/28/2023 6:09 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_DTL_SITE_AMENITY.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SETPOOL FENCE1/2" = 1'-0"SECTION54"2"4'-0" O.C. (TYP)3-15/16" MAX (TYP)FENCE SINGLE GATENOTES:1.DETAILS ARE FOR DESIGN INTENT2.SEE PRODUCT SCHEDULE FOR FENCE SPECIFICATION3.CONTRACTOR TO FOLLOW MANUFACTURE SPECIFICATIONS FOR INSTALLATIONAND FOUNDATION REQUIREMENTS4.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL FENCE AND GATES.5.PERFORATED PANEL TO BE PROVIDED BY CONTRACTOR6.POOL GATES AND POOL FENCE TO FOLLOW ALL APPLICABLE CODES, NOTLIMITED TO 15A NCAC 18A .2528 FENCES18"18"45"LOCK AND LATCH, OPERABLE PARTS TO BELOCATED 54" TO HIGHEST OPERABLE PART.48" WIDE X 54" TALL SELF CLOSING GATE WITHPERORATED METAL PANEL.PERFORATE PANEL TO BE ATTACHED TO FENCE 18"ON EITHER SIDE2"8'-0" O.C. (TYP)3-15/16" MAX (TYP)FENCE, AS SPECIFIED3/4" SQUARE PICKET4" SQUARE POSTFINISHED GRADEFENCE IN-FILL PANEL54"EGRESS PUSH BAR ON POOL SIDE OF GATEBOTTOM OF HARDWARE IS TO BE MOUNTED AMINIMUM OF 34" FROM FINISHED GRADE AND TOPOF HARDWARE IS TO MOUNTED 48" MAX FROMFINISHED GRADE10" SMOOTH ALUMINUM PANEL, TO BE FULLLENGTH OF GATE TO COMPLY WITH ANSI 404.2.901NOTES:1.PEDESTRIAN ACCESS GATES SHALL BE SELF-CLOSING AND HAVE A SELF LATCHING DEVICE.2.CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION.3.FINAL DESIGN AND COLOR TO BE DETERMINED.4.GATES & FENCING WILL HAVE AT MAX. 2" TO GRADE.5.EACH HOLE IN THE METAL PANEL WILL BE 1/2" MAX. IN DIAMETER WITHIN 18" OF PANIC BAR.6.HORIZONTAL FENCE MEMBERS ARE TO BE AT LEAST 45" APART.5'-0"
4'-6"
3'-0"
234"1"x1/4" WEEP HOLE TO BEON ALL SIDES, INSIDE OFHOLE TO BE PRIMER ANDPAINTEDCONCRETE CURB,TO BE DOWELED INTOSTRUCTURAL SLABSTAINLESS STEEL HARDWARE,SEE STRUCTURAL DRAWINGSFOR EMBEDMENT DEPTH3'-0"3'-6"LOCK & LATCH(OPERABLE PARTS SHOULD BE LOCATED 54"TO HIGHEST OPERABLE PART)STRUCTURAL SLAB1/8" TH. PERFORATED ALUMINUM PANEL FENCING, POWDERCOATED.MAXIMUM HOLE TO BE 1/2" DIAMETER PER POOL CODE.EGRESS PUSH BAR ON POOL SIDE OF GATE.BOTTOM OF HARDWARE IS TO BE MOUNTEDA MIN. OF 34" FROM FINISHED GRADE ANDTOP OF HARDWARE IS TO BE MOUNTED48" MAX. FROM FINISHED GRADEPOOL GATE AND FENCE1/2" = 1'-0"SECTIONCONCRETE CURB, SEE ENLARGEMENTVARIESFOR REFERENCEONLY, SEE ARCH.AND STRUCT.1/8" TH. PERFORATED ALUMINUMPANEL FENCING, POWDERCOATED,4X4 HSS POST, TO BE PRIMER AND PAINTED2X2 HSS BEAM, TO BE PRIMER AND PAINTED2X2 HSS BEAM, TO BE PRIMER AND PAINTED1"1/8" x1"x1" TAB TO HAVE THREADED HOLE INCENTER WITH MOUNTING SCREW02FOR REFERENCEONLY, SEE ARCH.AND STRUCT.STRUCTURAL SLABFIRE FEATURE,SEE PRODUCT SCHEDULE FOR SPECIFICATIONTEMPERED GLASS WIND GUARD.PAVERS TO RUN CONTINUOUS UNDER FIRE FEATURECONNECTION TO GAS SEE MEP DRAWINGS,CONNECTION TO BE INTERRUPTED WITH EMERGENCYSHUT-OFF AND TIMER. PAVERS TO BE CUT THROUGHAND HIDDEN FROM PUBLIC VIEW.FIRE PIT - TYPE 1MANUFACTURER: ECOSMART FIREMODEL: GIN 90 (LOW) FIRE PIT TABLECOLOR: NATURAL*SEE MANUFACTURER SPECIFICATIONS FORINSTALLATION. FIRE FEATURE TO BE INSTALLEDLEVEL AND PLUM.FOR REFERENCEONLY, SEE ARCH.AND STRUCT.STRUCTURAL SLABFIRE FEATURE,SEE PRODUCT SCHEDULE FOR SPECIFICATIONTEMPERED GLASS WIND GUARD.PAVERS TO RUN CONTINUOUS UNDER FIRE FEATURECONNECTION TO GAS SEE MEP DRAWINGS,CONNECTION TO BE INTERRUPTED WITHEMERGENCY SHUT-OFF AND TIMER.PAVERS TO BE CUT THROUGH AND HIDDEN FROMPUBLIC VIEW.FIRE PIT - TYPE 2MANUFACTURER: ECOSMART FIREMODEL: MANHATTAN 50 FIRE TABLECOLOR: NATURAL*SEE MANUFACTURER SPECIFICATIONS FORINSTALLATION. FIRE FEATURE TO BE INSTALLEDLEVEL AND PLUM.NOTES:1.CONTRACTOR TO FOLLOW MANUFACTURE SPECIFICATIONS FOR INSTALLATION.2.CONTRACTOR TO SEE PRODUCT SCHEDULE FOR FINAL PRODUCT SPECIFICATIONS.3.CONTRACTOR TO ENSURE WATERPROOFING AND DRAINAGE BOARD IS RAN CONTINUOUS AND NOT PENETRATED4.CONTRACTOR TO ENSURE GLASS WIND GUARD WILL FIT IN FIRE PIT.5.PAVERS TO BE SET FLUSH WITH SURROUNDING PEDESTAL SYSTEM6.FIRE FEATURES TO BE SET UP PLUM AND LEVEL, WITHOUT THE USE OF SHIMS7.MEP GAS CONNECTION TO BE CONNECTED TO TIMER AND EMERGENCY SHUT-OFFFOR REFERENCEONLY, SEE ARCH.AND STRUCT.STRUCTURAL SLAB2'-4"ADJACENT PAVING, SEE MATERIALS PLANFIRE FEATURE REMOTE TIMER,SEE PRODUCT SCHEDULE FOR SPECIFICATION.2"x2" TUBULAR STEEL, TO BE PRIMERAND FIELD PAINTEDMEP TO RUN CONDUIT LINEINSIDE OF TUBULAR STEELSTAINLESS STEEL ANCHOR BOLTSFIRE FEATURE ON PAVING1" = 1'-0"© LANDDESIGN 202303
1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377AMENITY SITE DETAILSN/ALDILDILDIC3-369/28/2023 6:09 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_DTL_SITE_AMENITY.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET6"'GALVANIZED HARDWARE,EMBEDMENT DEPTH AND HARDWARE SIZE TO BEDETERMINED BY STEEL FABRICATOR ORMANUFACTURER.STEEL GUSSET PLATE, WELDED TO METAL PLANTER, ALLSTEEL TO BE PRIMER AND PAINTED. ALL WELDS TO BECONTINUOUS AND GROUND SMOOTH.STEEL BASE PLATE, WELDED TO METAL PLANTER, ALLSTEEL TO BE PRIMER AND PAINTED. ALL WELDS TO BECONTINUOUS AND GROUND SMOOTH.METAL PLANTER SEAM,CONTRACTOR TO ENSURE THAT ADJACENT PLANTERSTO BE LEVEL AND PLUM.BENT STEEL LIP,TO BE CONTINUOUS ENSURE ALL CORNERS ARE CLEAN AND FLUSH234"'114"'ADJACENT MATERIAL,SEE MATERIAL PLANTING SHEETS FOR CONDITIONMODULAR STEEL PLANTER UNITPLANTER TYPICAL ELEVATIONPLANTER TYPICAL SECTION112"'1"'METAL PLANTERS PRODUCT SCHEDULETYPEPRODUCTWEBSITENOTES FOR PRODUCT SCHEDULEMETAL PLANTERPAINTED STEELRIGID INSULATIONSTRIP LIGHTINGWOOD DECKING (ALT: MAGLIN OGDENCUSTOM BENCH TOP)1/2" RIGID INSULATION MOUNTED TO BACK OFSTEEL PLANTER, ATTACH WITH CONSTRUCTIONADHESIVE IF APPLICABLESTRIP LIGHT MOUNTED TOUNDERSIDE OF METAL PLANTER LIP.SEE LAYOUTANDFURNISHINGSPLANS VARIES,SEE PLAN ABOVE4" PERFORATED DRAINAGE PIPE,TO CONNECT TO STORM SYSTEM, SEE CIVIL DRAWINGSGALVANIZED HARDWARE,EMBEDMENT DEPTH AND HARDWARE SIZE TO BEDETERMINED BY STEEL FABRICATOR OR MANUFACTURE.NOTES:1.PROVIDE SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT OF ANY MATERIAL.PLANTING SOILGALVANIZED HARDWARE,EMBEDMENT DEPTH AND HARDWARE SIZE TO BEDETERMINED BY STEEL FABRICATOR OR MANUFACTURE.STEEL GUSSET PLATE, WELDED TO METAL PLANTER, ALLSTEEL TO BE PRIMER AND PAINTED. ALL WELDS TO BECONTINUOUS AND GROUND SMOOTH.STEEL BASE PLATE, WELDED TO METAL PLANTER, ALLSTEEL TO BE PRIMER AND PAINTED. ALL WELDS TO BECONTINUOUS AND GROUND SMOOTH.METAL PLANTER SEAM,CONTRACTOR TO ENSURE THAT ADJACENT PLANTERSTO BE LEVEL AND PLUM.BENT STEEL LIP,TO BE CONTINUOUS ENSURE ALL CORNERS ARE CLEAN AND FLUSH2'-3"'2'-3"'2'-3"'PLANTING SOIL2'-3"'PEDESTAL PAVERS, TYP6"'12" METAL PLANTER SEAM, TYPPLANTER W/ BENCH SECTIONSEE LAYOUTANDFURNISHINGSPLANS VARIES,SEE PLAN ABOVE4" PERFORATED DRAINAGE PIPE,TO CONNECT TO STORM SYSTEM, SEE CIVIL DRAWINGSGALVANIZED HARDWARE,EMBEDMENT DEPTH AND HARDWARE SIZE TO BEDETERMINED BY STEEL FABRICATOR OR MANUFACTURE.PEDESTAL PAVERS, TYPBENCH TO SPAN STEELGUSSET PLATESMETAL PLANTER1" = 1'-0"© LANDDESIGN ----BENCH OUTLINE - SEEPLANS FORDIMENSIONSWOOD DECKING ATTACHED TO METAL BRACKET(ALT: MAGLIN OGDEN CUSTOM BENCH TOP)1'-6"LED TAPE LIGHT- SEE DETAIL04
740.39 FG740.60 FG740.73 FG740.80 FG740.84 FG740.94 FG741.08 FG740.59 FG740.72 FGEX. 739.44EX. 739.55EX. 739.67EX. 739.72EX. 739.78EX. 739.83EX. 739.86EX. 739.90EX. 739.96EX. 740.02MATCH EX. CURB740.34 FG740.43 FG740.53 FG740.61 FG740.67 FG740.72 FG740.79 FG740.86 FG740.92 FG740.96 FG740.94 FG740.05 FGEX. 740.49EX. 740.86741.05 FG741.25 FGEX. 741.47741.70 FGEX. 741.94MATCH EX. CURB741.02 FG741.13 FG741.23 FG741.50 FG741.19 FG741.19 FGEX. 741.28EX. 741.42EX. 742.01EX. 743.02EX. 743.95EX. 744.25EX. 744.76741.50 FG741.20 FG742.48 FGEX. 742.70742.48 FG741.42 FG740.97 FG742.70 FG743.48 FG742.65 FGMATCH EXISTINGTP 744.16MATCH EXISTINGTP 744.30744.48 FG744.48 FGMATCH EX. SIDEWALK741.50 FG741.10 FG742.39 FG742.40 FG742.36 FG742.16 FG742.36 FG741.95 FG742.36 FG741.87 FG742.48 FG741.99 FG741.87 FG741.75 FG741.38 FG743.73 FG744.03 FG744.33 FGEX. 744.42740.60 FG740.74 FG740.86 FG740.90 FGEX. 740.65741.31 FG741.41 FG740.69 FG740.81 FG741.23 FGEX. 745.47EX. 745.08EX. 745.34741741741742
74
3
740
740740.59 FGCB-4RIM=741.83CB-1ARIM=740.33CB-1RIM=740.23CB-3RIM=740.52SDMH-17RIM=740.25EX. SDMH-100RIM=740.66CB-12RIM=740.81DI-15RIM=740.66SDMH-16RIM=741.32DI-13RIM=741.59740.82 FG741.16 FGMATCH EXISTINGTP 744.58MATCH EXISTINGTP 744.82EX. 745.02EX. 746.00EX. 745.96EX. 746.16EX. 746.36EX. 746.64EX. 746.78EX. 746.11EX. 745.28EX. 745.041.5%
1.5%
2.5%
6.1%1.8%1.9%742.44 FG742.65 FG743.80 FG743.87 FG744.20 FG744.40 BP744.13 LP744742MATCH EX. CURB741
0.9%743.73 FG744.45 FG743.40 FGSDMH-15 (PROP. PUBLIC DOGHOUSE)RIM=740.42741.98 FG745.00 PAD745.20 PAD745.30 PAD745.10 PAD745.00 PAD741.61 FG744.48 FG741.73 FG1.9%740.35 FG740.23 FG740.18 FG740.16 FG740.12 FG740.03 FG740.78 FG740.84 FG740.87 FG740.77 FG740.77 FG740.67 FG740.58 FG740.60 FG7.5
%10% MAX740.32 FG10% MAX10% MAX10% MAX 7.5%740.81 FG740.69 FGMATCH EXISTINGTP ???10% MAX7.5% MAX739.62 FG739.58 FG739.71 FG739.78 FG739.91 FG739.96 FG739.76 TC740.39 FGMATCH EXISTINGSIDEWALKMATCH EXISTINGSIDEWALKMATCH EXISTINGSIDEWALKMATCH EXISTINGSIDEWALK10% M
A
X
10% MAX7.5% MAX10% MAX
2.0% MAX2.0% MAXEX. 6' SIDEWALKEX. 13' PLANTING4.0%GRADING LEGENDSYMBOLDESCRIPTIONFFEFINISHED FLOOR ELEVATIONTCTOP OF CURBBCBOTTOM OF CURBTOS TOP OF STAIRSBOSBOTTOM OF STAIRSTORTOP OF RAMPBORBOTTOM OF RAMPTWTOP OF WALLFGFINISHED GRADERIMSTORM GRATE ELEVATIONPROPOSED MAJOR CONTOURSPROPOSED MINOR CONTOURSPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONPROPOSED SLOPEPROPOSED RAMP w/ HANDRAILSPROPOSED STEPS w/ HANDRAILSEXISTING MAJOR CONTOURSEXISTING MINOR COUNTOURS750749740739740.31 FG740.31 EX1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377GRADING PLANN/ALDILDILDIC4-009/28/2023 6:13 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_GRAD.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1"=20'4020010LOBBY FFE:741.25'RETAILFFE: 742.50'RAMP FFE:741.50'INSET BSCALE: 1"=10'INSET ASCALE: 1"=10'INSET A
INSET BSOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES,ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. PARK AVE.
COLLECTOR
CDOT MAINTAINED; 60' PUBLIC R.O.W.PROP. TYPE II DRIVEWAYPER CLDSM 10.24CPROP. TYPE II MODIFIED DRIVEWAYPER CLDSM 10.25EPROP. PERPENDICULAR CURB RAMPPER CLDSM 10.31APROP. PERPENDICULAR CURB RAMPPER CLDSM 10.31ASOUTH BLVD.SOUTH BLVD.E. PARK AVE.
E. PARK AVE.EX. SIGNAL CABINET TO REMAINPROP. TRENCH DRAINS AT BUILDING THRESHOLDSEE STORM DRAINAGE PLANS FOR DETAILSEX. 6' SIDEWALKNOTES:1.CONTRACTOR TO VERIFY IN FIELD ALL EXISTINGCURB GRADES.2.NO SLOPE SHALL EXCEED 5% OR 2% IN THECROSS SLOPE.3.ALL WALKS TO MEET ALL ACCESSIBILITY CODES4.CONTRACTOR TO ENSURE THAT 2% SLOPE AWAYFROM POOL COPING.5.DRAWINGS ARE TO BE USED IN CONJUNCTIONWITH CIVIL ENGINEERING DRAWINGS.ADA PATH1. ALL SLOPES WITHOUT HANDRAIL PROVIDED ARELESS THAN 5%2. ALL SLOPES OVER 5% AND LESS THAN 12:1 HAVEHANDRAIL PROVIDED3. ALL CROSS SLOPES IN INTERNAL ACCESSIBLE PATHSOF TRAVEL NOT TO EXCEED 2%4. ALL CROSS SLOPES IN PUBLIC PATHS OF TRAVELSHOULD BE 1.5% (2% MAX)PROP. TRENCH DRAINS AT BUILDING THRESHOLDDOORS TO SLOPE MIN. 1.0% FROM THRESHOLD TO DRAINSEE STORM DRAINAGE PLANS FOR DETAILSEX. R/WEX. R/WPUMP ROOMFFE: 742.00'BIKE ROOMFFE: 743.50'LOADINGFFE: 744.50'FCC FFE: 743.75'
WWWWWWWWWGASGASGASGAS742742741741741742743744
741
74
0740 DA CB-10.20 ACDA ROOF LEADER0.49 ACDA EX CB0.49 ACDA CB-30.07 ACDA 50.93 ACDA 60.43 ACDA DI-130.50 ACDA CB-120.07 ACDA DI-150.50 ACDA CB-40.42 ACDA DI-140.35 AC34.11 LF OF RCP @ 0.84%8.08 LF OF RCP @ 0.80%27.85 LF OF RCP (CLASS IV) @ 1.33%34.17 LF OF RCP @ 3.78%7.69 LF OF RCP (CLASS IV) @ 1.50%50.32 LF OF RCP (CLASS V) @ 2.09%23.98 LF OF RCP (CLASS V) @ 1.46%58.62 LF OF RCP (CLASS V) @ 0.99%18.28 LF OF RCP @ 2.30%158.63 LF OF RCP @ 1.50%15.01 LF OF RCP @ 1.04%160.62 LF OF RCP @ 0.80%CB-1ARIM: 740.3324" INV. IN: 735.68 (CB-4)24" INV. OUT: 735.68 (CB-1)CB-1RIM: 740.2324" INV. IN: 735.62 (CB-1A)24" INV. OUT: 735.62 (SDMH-15 (PROP. PUBLIC DOGHOUSE))EX. SDMH-100RIM: 740.6624" INV. IN: 735.15 (SDMH-15 (PROP. PUBLIC DOGHOUSE))CB-3RIM: 740.5218" INV. IN: 735.82 (CB-12)18" INV. IN: 735.82 (SDMH-18)24" INV. OUT: 735.82 (SDMH-17)SDMH-16RIM: 741.3218" INV. IN: 737.80 (DI-13)18" INV. OUT: 737.80 (DI-15)DI-13RIM: 741.5912" INV. IN: 738.22 (DI-14)18" INV. OUT: 738.22 (SDMH-16)DI-15RIM: 740.6618" INV. IN: 737.45 (SDMH-16)18" INV. OUT: 737.45 (CB-12)DI-14RIM: 744.1312" INV. OUT: 740.60 (DI-13)CB-4RIM: 741.8324" INV. OUT: 736.97 (CB-1A)SDMH-17RIM: 740.2524" INV. IN: 735.71 (CB-3)15" INV. IN: 735.71 ()24" INV. OUT: 735.71 (SDMH-15 (PROP. PUBLIC DOGHOUSE))CB-12RIM: 740.8118" INV. IN: 736.87 (DI-15)18" INV. OUT: 736.87 (CB-3)SDMH-18RIM: 740.7612" INV. IN: 736.08 ()18" INV. OUT: 736.08 (CB-3)22.37 LF OF RCP (CLASS III) @ 1.14%14.20 LF OF RCP (CLASS IV) @ 1.33%SDMH-15 (PROP. PUBLIC DOGHOUSE)RIM: 740.4224" INV. IN: 735.34 (SDMH-17)24" INV. IN: 735.34 (CB-1)24" INV. OUT: 735.34 (EX. SDMH-100)1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377STORM DRAINAGE PLANN/ALDILDILDIC5-009/28/2023 6:15 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_STRM.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1"=20'4020010E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.STORM DRAINAGE NOTES:1.ALL STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OFCHARLOTTE STANDARDS AND SPECIFICATIONS AND ALL OTHER CITY, STATE ANDFEDERAL REGULATIONS AND/OR STANDARDS.2.CATCH BASIN RIM ELEVATIONS ARE APPROXIMATE AND GIVEN TO PROPOSEDGROUND ELEVATION.3.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FORINFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BEDETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS.4.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITHINSPECTOR.5.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTPROPERTIES.6.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ONTHE CURB.7.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELDSTAKING BY ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIREMODIFICATION BASED UPON FIELD CONDITIONS.8.THE PURPOSE OF THE PUBLIC DRAINAGE EASEMENT (PDE) IS TO PROVIDE STORMWATER ACCESS TO THE KEY TRUCK LINE CARRYING DRAINAGE FROM THERIGHT-OF-WAY. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANYOTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCEARE ALSO PROHIBITED.9.ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS, PART1926 SUBPART P, AS AMENDED.10.CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUNDUTILITIES PRIOR TO CONSTRUCTION.11.IF PROPOSED UTILITIES IS INSTALLED WITHIN 12 INCHES, HORIZONTAL ORVERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM PIEDMONTNATURAL GAS COMPANY. (704) 525-558512.ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS, HIGHWAYS, ORPUBLIC RIGHTS-OF-WAY ARE RESPONSIBLE FOR OBTAINING ALL NECESSARYPERMITS, COORDINATING THE WORK WITH ALL AFFECTED GOVERNMENT AGENCIESAND UTILITIES AND INFORMING OCCUPANTS OF ADJACENT PROPERTIES OFACCESS IMPACTS DUE TO THE WORK.13.RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SAFETYDEVICES FOR THE PROTECTION OF THE PUBLIC, THE WORKERS, AND GENERALPROTECTION OF THE WORK SHALL REST WITH THE CONTRACTOR DOING THEWORK.14.ALL TRAFFIC CONTROL THAT IS REQUIRED SHALL FOLLOW THE CDOT W.A.T.C.H.MANUAL.15.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREETRIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.16.DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TOBE USED TO LAYOUT FOOTINGS.17.EARTHWORK CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITYCOMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFOREDISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TOSAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THEALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISEOR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHEDGRADES.18.EARTHWORK CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHERCONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER ANDTIMELY COMPLETION OF THIS PROJECT.19.THE CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENTSILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES.CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSIONSEDIMENT AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALLTEMPORARY EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENTDRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO THESESTRUCTURES ARE SUFFICIENTLY STABILIZED.20.FOR ANY WORK ON THE STATE OR CITY RIGHT-OF-WAY, THE CONTRACTOR SHALL:20.1.NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY INCASE OF MULTILANE HIGHWAYS. THE PAVEMENT SHALL BE KEPT FREE FROMANY MUD OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ONCOMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL BE REMOVEDFROM THE RIGHT-OF-WAY.20.2.PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH ASSIGNS, FLAGS, LIGHT BARRICADES AND FLAGMEN AS REQUIRED BY THELOCAL AUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR AND HOLD HARMLESS THE CITY OF CHARLOTTE, THESTATE OF NORTH CAROLINA, THE ARCHITECT/ENGINEER, AND THE OWNERFROM ANY CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE PROPERTY,PUBLIC UTILITIES, OR TO THE TRAVELING PUBLIC.20.3.COMPLETE WORK TO THE SATISFACTION OF THE CHARLOTTE MECKLENBURGUTILITIES DEPARTMENT (CMUD) AND OBTAIN A LETTER FROM THEDEPARTMENT STATING THAT THE WORK IS ACCEPTABLE.21.CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONSNOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) ANDALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED.22.CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS ASRESULT OF HIS WORK.23.ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUALINSTALLED QUANTITIES MAY VARY.24.POST DEVELOPED TIME OF CONCENTRATION ASSUMED TO BE 5 MINUTES (0.0833HOURS).25.CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION.26.MINIMUM COVER ON ALL STORM PIPES SHALL BE 3 FEET FOR CLASS III RCP / HDPEAND 2 FEET FOR CLASS IV RCP.27.ALL NON-STANDARD DRAINAGE STRUCTURES (CB'S, HW'S, FES'S, BOTTOMLESSCULVERTS, ETC.) WILL REQUIRE SEALED CONSTRUCTION DRAWINGS.28."AS-BUILT" DRAWINGS AND PLANS OF THE DETENTION SYSTEM MUST BESUBMITTED PRIOR TO C.O. HOLD RELEASE INSPECTION TO THE CITY / COUNTYENGINEERING DEPARTMENT IN ACCORDANCE WITH THE PCCO.29.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHINTHE EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVEDBY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILLMATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO THEPLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY.30.PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUNDDETENTION SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERINGFOR APPROVAL.31.ALL FOOTINGS ARE ASSUMED TO BE BE RECESSED TO A DEPTH WHERE THE STORMDRAINAGE PIPES ARE NOT WITHIN THE STRUCTURAL ZONE OF INFLUENCE. PLEASEREFER TO STRUCTURAL PLANS FOR DETAILS.LEGENDDRAINAGE AREAPROP. 4" PERFORATED SUBSOIL DRAINPROP. ±179 LF OF 4" PERFORATEDSUBSOIL DRAINAGE TO TIE TO CB-1A(MIN. 0.6% RUNNING SLOPE)PAPROP. ± 62 LF OF 4" PERFORATEDSUBSOIL DRAINAGE TO TIE TO CB-3(MIN. 0.6% RUNNING SLOPE)PAPROP. TRENCH DRAIN4" INV. OUT: 742.50PROP. TRENCH DRAINSEE GRADING PLANS FOR DETAILSPROP. ± 50 LF OF 4" HDPE(TRENCH DRAIN TO DI-14)MIN. 0.6% SLOPEPROP. ROOF LEADER DOWNSPOUTSEE PLUMBING PLANS FOR CONTINUATIONEX. CATCH BASIN TO REMAINPAEX. STORM MANHOLE TO REMAINPALOADINGFFE: 744.50'FCC FFE: 743.75'PROP. 4" INV. OUT: 742.45
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377POST DEVELOPMENT DAMAPN/ALDILDILDIC5-019/28/2023 6:16 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_SWM.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1=204020010POST DEVELOPED DETENTION NOTESDA-11.POST DEVELOPED IMPERVIOUS AREA CALCULATION·TOTAL SITE AREA = 0.87 ACRES·IMPERVIOUS AREA = 0.71 ACRES·IMPERVIOUS PERCENTAGE = 81.6%2.POST DEVELOPED TIME OF CONCENTRATION (Tc)·DA - 0.0833 HOURS (APPROX. 5 MINUTES)3.CURVE NUMBER (CN)·UNDETAINED DA - 914.SOIL TYPE:·CuB - CECIL-URBAN LAND COMPLEX, 2 TO 8PERCENT SLOPES (HSG B)·UR - URBAN LAND (HSG C)5.CALCULATED POST DEVELOPED FLOW RATES:·TOTAL (POST DEVELOPMENT)··2 YEAR - 6 HOUR STORM = 2.74 CFS··10 YEAR - 6 HOUR STORM = 4.61 CFS·TOTAL (PRE DEVELOPMENT)··2 YEAR - 6 HOUR STORM = 3.00 CFS··10 YEAR - 6 HOUR STORM = 4.85 CFS6.NET INCREASE FROM 2008 & 1978 CONDITIONS:·0.0 ACRESPROP. BUILDING AREA0.48 ACRESLEGENDIMPERVIOUS AREA0.23 ACRESPERVIOUS AREA0.16 ACRESSOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.EX. DRAINAGE AREAPOST DEVELOPED DA 10.87 AC (81.6%IMPERVIOUS)PAPROPERTY BOUNDARYEX. R/WEX. 10' ALLEYEX. 10' ALLEY
WWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377PRE DEVELOPMENT DA MAPN/ALDILDILDIC5-029/28/2023 6:16 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_SWM.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1=2040200101978 & 2008 PRE - DEVELOPED NOTESDA-11.POST DEVELOPED IMPERVIOUS AREA CALCULATION·TOTAL SITE AREA = 0.87 ACRES·IMPERVIOUS AREA = 0.71 ACRES·IMPERVIOUS PERCENTAGE = 81.6%3.POST DEVELOPED TIME OF CONCENTRATION (Tc)·DA - 0.0833 HOURS (APPROX. 5 MINUTES)4.CURVE NUMBER (CN)·UNDETAINED DA - 935.SOIL TYPE:·CuB - CECIL-URBAN LAND COMPLEX, 2 TO 8PERCENT SLOPES (HSG B)·UR - URBAN LAND (HSG C)6.CALCULATED PR DEVELOPED FLOW RATES:·2008 FLOW RATE··2 YEAR - 6 HOUR STORM = 3.00 CFS··10 YEAR - 6 HOUR STORM = 4.85 CFS·1978 FLOW RATE··2 YEAR - 6 HOUR STORM = 3.00 CFS··10 YEAR - 6 HOUR STORM = 4.85 CFSPROP. BUILDING AREA0.14 ACRESLEGENDIMPERVIOUS AREA0.57 ACRESPERVIOUS AREA0.16 ACRESSOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.PAPRE DEVELOPED DA 10.87 AC (81.6%IMPERVIOUS)PROPERTY BOUNDARYEX. R/WEX. 10' ALLEYEX. 10' ALLEYEX. DRAINAGE AREA
WWWWGASGAS742742741741741742743744
741
74
0740 DA CB-10.20 ACDA ROOF LEADER0.49 ACDA EX CB0.49 ACDA CB-30.07 ACDA 50.93 ACDA 60.43 ACDA 70.51 ACDA 81.44 ACDA 102.19 ACDA 91.28 ACDA DI-130.50 ACDA CB-120.07 ACDA DI-150.50 ACDA CB-40.42 ACDA DI-140.35 AC1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377OVERALL STORM DRAINAGEMAPN/ALDILDILDIC5-049/28/2023 6:17 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_STRM.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1"=40'8040020E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. KINGSTON AVE.
LOCAL COMMERCIAL WIDE SECTION
CDOT MAINTAINED
60'-00" R.O.W.
FUTURE BOC8' AMENITY ZONE16' SETBACK FROMFUTURE BOC0-10' BUILD-TO-ZONEPROP. SSMH-1 (PUBLIC)RIM: 740.548" INV. IN: 734.34 (EX. MH-2)8" INV. IN: 734.54 (PROP. SSMH-2 (PVT))8" INV. OUT: 734.34 (EX. MH-1)35.92 LF OF 8" DIP @ 0.50%16.51 LF OF 10" DIP @ 0.50%PROP. SSMH-2 (PVT)RIM: 741.0110" INV. IN: 734.92 ()10" INV. IN: 734.92 ()8" INV. OUT: 734.72 (PROP. SSMH-1 (PUBLIC))WWWWWWWWWSSSSSSSSGASGASGASGAS16.45 LF OF 10" DIP @ 0.50%WWWWWWWWSSSSSSSSSSSSSSSSSSGASGASGASGASGASGASGASGASGASGASGAS
PROP. SSMH-1 (PUBLIC)STA: 0+01.02RIM: 740.54INV. IN: 734.34 (EX. MH-2)INV. IN: 734.54 (PROP. SSMH-2 (PVT))INV. OUT: 734.34 (EX. MH-1)35.92 LF OF 8" DIP @ 0.50%(PUBLIC)PROP. SSMH-2 (PVT)STA: 0+36.93RIM: 741.01INV. IN: 734.92 ()INV. IN: 734.92 ()INV. OUT: 734.72 (PROP. SSMH-1 (PUBLIC))16.51 LF OF 10" DIP @ 0.50%(PVT)± 5.16'
± 5.28'
± 1.38'PROP. RCP (CLASS V)BOT: 736.761601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377UTILITY PLAN1" = 2'LDILDILDIC6-009/28/2023 6:20 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_UTIL.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1"=20'4020010PROP. 12" X 8" TAPPINGSLEEVE & VALVE ASSEMBLYEX. 12" WATER MAININSET A SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES,ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. PARK AVE.
COLLECTOR
CDOT MAINTAINED; 60' PUBLIC R.O.W.EX. 8" VCP SEWER MANPROP. 6" DOMESTICCOMPOUND METERPROP. FDC CONNECTIONMIN. 10' CLEARWITHIN 100' OF FIRE HYDRANTPROP. BACKFLOW PREVENTERS TO BE LOCATED INDOORSSEE ARCHITECTURE & PLUMBING PLANS FOR DETAILSPROP. 1" FIRE DETECTOR METERPROP. RELOCATED,PUBLIC FIRE HYDRANTPROP. ± 25 LF OF 6"WATER LINEEX. VALVE TO REMAINPROP. 6" 90° BENDEX. R/WPROP. TRANSFORMERS (3)PROP. SIGNAL POLE RELOCATION(PENDING FINAL SIGNAL DESIGN)PROP. OVERHEAD POLE RELOCATION(PENDING DUKE ENERGY DESIGN)PROP. 1.5" IRRIGATION METERDEVELOPMENT SUMMARY:PARCEL ID NUMBER (PID#):12307312,12307313,12307314, 12307315,12307308EXISTING PARCEL SIZE: ± 0.87 AC TOTALJURISDICTION:CITY OF CHARLOTTEDEVELOPER:STERLING BAY, LLCBUILDING HEIGHT:SEE ARCHITECTURE ELEVATIONS FOR BUILDING HEIGHT DETAILSCURRENT USE:COMMERCIAL / MIXED-USEPROPOSED HARDSCAPE: CONCRETESITE ADDRESS:1601 SOUTH BOULEVARDSITE CONTACT NAME:BRAIN BENZANISSITE CONTACT NUMBER:[phone]DOWNSTREAM WWTP:SUGAR CREEKLEGENDEXISTING WATER LINEEXISTING SANITARY SEWER LINEPROP. GASPROP. WATERPROP. SANITARY SEWEROPEN CUT TRENCHPOWER POLE RELOCATIONWSSWSSGENERAL NOTES1.ALL PROPOSED LIGHT FIXUTRES AND POWER POLES TO BE PLACED OUTSIDE OF NCDOT REQUIRED CLEAR RECOVERY AREA PER THE 2022 UTILITY MANUAL.2.SEWER AND WATER CONSTRUCTION SHALL NOT BEGIN UNTIL PERMITS ARE ISSUED BY NCDENR AND/OR CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT. THE WORKIS SUBJECT TO INSPECTION AT ALL TIMES BY REPRESENTATIVES OF NCDENR, CLTWATER, THE OWNER, AND THE ENGINEER. THE PERMITS REQUIRE A CERTIFICATION OFCOMPLETION BY THE ENGINEER AS WELL AS THE OWNER OF THE WATER AND SEWER SYSTEMS PRIOR TO ISSUANCE OF FINAL OPERATIONAL APPROVAL BY NCDENRAND CLTWATER.3.CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION AND ELEVATION FOR ALL UTILITIES, DRAINAGE AND OTHER UNDERGROUND FACILITIES, AND SHALL NOTIFY THEENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO CONSTRUCTION.4.CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF LOCATING AND MARKING ALL EXISTING UNDERGROUND UTILITIES.5.PVC PIPING SHALL BE INSTALLED WITH APPROVED COPPER TRACER WIRE.6.RESIDUAL WATER PRESSURE WHICH EXCEEDS 100 PSI MAY REQUIRE PRESSURE REDUCING VALVES ON EACH BUILDING SERVICE.7.ALL WATER MAIN VALVES SHALL BE OPEN RIGHT IN CONFORMANCE WITH CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT (CLTWATER) STANDARDS.8.SANITARY SEWER MAINS SHALL BE PVC (ASTM D3034-SDR 35) EXCEPT WHERE DUCTILE IRON PIPE IS SHOWN. DUCTILE IRON PIPE SHALL BE BITUMINOUS COATED,CEMENT LINED WITH PUSH-ON JOINTS CONFORMING TO ASA A21.54 CLASS 52.9.CONNECTION TO EXISTING UTILITIES SHALL BE DONE BY CHARLOTTE- MECKLENBURG UTILITIES DEPARTMENT (CLTWATER) OR BY THE DEVELOPER IN THE PRESENCE OFCLTWATER INSPECTION PERSONNEL. PLUG NEW CONNECTION UNTIL CONSTRUCTION AND TESTING HAS BEEN COMPLETED, INSPECTED BY THE ENGINEER, AND FINALCONNECTION IS AUTHORIZED.10.INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10 FEET OF CROSSING IF:10.1.SEWER CROSSES OVER WATER, OR10.2.VERTICAL CLEARANCE BETWEEN SEWER AND WATER IS LESS THAN 18 INCHES.11.MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAINS. IF WATER AND SEWER ARE LAID IN THE SAME TRENCH, THEN THE TOP OF SEWERSHALL BE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER LINE; OR USE FERROUS PIPE FOR BOTH WATER AND SEWER.12.MAINTAIN 12 INCH VERTICAL SEPARATION BETWEEN STORM AND SANITARY OR INSTALL FERROUS PIPE ON SANITARY WITHIN 10 FEET EACH SIDE OF CROSSING.13.COORDINATE EXACT LOCATIONS OF VAULTS, METERS, BACK FLOW PREVENTION DEVICES, AND BUILDING SERVICE LINES WITH THE DETAILED ARCHITECTURAL,PLUMBING, AND LANDSCAPING PLANS.14.PROPOSED SANITARY SEWER LATERALS SHALL BE DUCTILE IRON PIPE. ALL LATERAL CONNECTIONS TO EXISTING 10" MAIN SHALL BE MADE VIA TEES. CONTRACTORSHALL REPLACE PORTION OF EXISTING MAIN BETWEEN TEES WITH DIP PIPING DURING LATERAL INSTALLATION.METER DISMANTLEMENT NOTE1. DISMANTLEMENT OF WATER METER APPLICATIONS WILL BE COMPLETED AT THE SAME TIME AS NEW SERVICE APPLICATIONS.2. EXISTING WATER METER, BOX AND TAP TO BE DISMANTLED BY CHARLOTTE WATER. CONTRACTOR SHALL CUT AND PLUG THE PRIVATE PIPING BEHIND THE WATER METER BOX.BACKFLOW PREVENTER NOTES1.THE INSTALLATION LOCATION OF ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE IN AN AREA THAT PROVIDES A SAFE WORKING ENVIRONMENT FOR TESTING ANDMAINTENANCE. THIS AREA SHALL BE READILY ACCESSIBLE, AWAY FROM ELECTRICAL HAZARDS AND FREE FROM DIRT. THE LOCATION MUST MEET REQUIREMENTS OFALL LOCAL AUTHORITIES I.E. FIRE, PLANNING, ZONING, CITY DEPARTMENT OF TRANSPORTATION (CDOT) OR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.2.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANT, FIRE DEPARTMENT CONNECTION POINTS, OR OTHER WATER USINGAPPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS CLTWATER-REQUIRED BACFLOW PREVENTER.3.WATER LINE - REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES (RP) SHALL BE INSTALLED INDOORS AND OUTSIDE ZONING SETBACK AREAS PERCLTWATER REQUIREMENTS.4.FIRE LINE - REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES (RP) SHALL BE INSTALLED INDOORS AND OUTSIDE ZONING SETBACK AREAS PERCLTWATER REQUIREMENTS.5.REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP) MUST CONFORM TO CLTWATER SPECIFICATIONS. REFER TO CLTWATER APPROVED LIST OF BPA'S.6.THE MINIMUM HEIGHT FROM THE RELIEF PORT TO THE GROUND SHALL BE 12" AND THE MAXIMUM HEIGHT SHALL BE 30".7.EACH CLTWATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A CLTWATER-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.8.THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INFORMATION, NORTH CAROLINA STATE BUILDING CODE VOL. II AND CLTWATER.BASIC BUILDING DATA (FOR FIRE DEPARTMENT REFERENCE ONLY)1.CONSTRUCTION TYPE: TOD-UC TOD-NC2.SPRINKLER TYPE: NFPA 13R3.GROSS BUILDING AREA: SEE ARCHITECTURE PLANS FOR GROSS BUILDING AREACLT WATER NOTES:- CUSTOMER IS RESPONSIBLE FOR STAKING SITE AS NECESSARY TO DETERMINE SERVICE LOCATIONS & ELEVATIONSPRIOR TO CLT WATER CONTRACTOR MOBILIZING TO INSTALL SERVICES. SITE ADDRESS MUST BE VISIBLY POSTED ATSITE.- ON-SITE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY APPLICABLE CONFLICTING UTILITIES NECESSARY TOCOMPLETE SERVICE INSTALLATIONS. ADDITIONAL FEES MAY APPLY & CONSTRUCTION TIME LINES EXTENDED IFCONFLICTING UTILITIES ARE NOT SHOWN ON PLANS.- WATER AND SEWER CONNECTIONS SHALL NOT BE LOCATED WITHIN PROPOSED CONSTRUCTION ENTRANCES.- PAYMENT FOR A QUOTED SERVICE CONNECTION SHALL BE CONSIDERED ACKNOWLEDGEMENT & APPROVAL OF CLTWATER COMMENTS BY THE APPLICANT; PAYMENT DOES NOT INCLUDE ANY ADDITIONAL FEES REQUIRED DUE TOUNFORESEEN CONDITIONS THAT ARE/WERE NOT DEPICTED ON THE SITE PLAN PROVIDED BY THE APPLICANT.- CLT WATER WILL INSTALL 6" OR 8" LATERAL INTO DOGHOUSE OR EX. MH AND BRING INSIDE R/W AS SHOWN. CLTWATER WILL PLUG END OF LATER & SET A 4"X4" POST TO MARK LOCATION PROPOSED PVT MH BY ON-SITECONTRACTOR, IF A PVT MH IS SHOWN ON THE PLANS.- ON-SITE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ANY BRICK PAVERS NECESSARYFOR INSTALLATION OF CLT WATER SERVICES.- IF YOUR WATER CONNECTION IS 2" OR LARGER AND SERVING MORE THAN ON STRUCTURE, YOU MUST SUBMIT FOR ACLTW PRIVATE WATER PERMIT - VISITHTTP://CHARLOTTENC.GOV/WATER/PAGES/INSTALLATIONDEVELOPMENTSERVICES.APSX- THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPARTMENTCONNECTION POINTS, OR OTHER WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANYWATER METER AND ITS CLT WATER-REQUIRED BACKFLOW PREVENTER.INSET A1" = 10'PROP. 6" COMPOUND WATER METEREX. 12" CIP WATERMAINPROP. 1.5" IRRIGATION METERPROP. 1" FIRE DETECTOR METERPROP. 1.5" TYPE K COPPER IRRIGATION LINESEE PLUMBING PLANS FOR CONTINUATIONPROP. 8" DIP FIRE LINESEE PLUMBING PLANS FOR CONTINUATION± 19 LF OF PROP 6" DIP WATER LINE(GV TO METER)± 28 LF OF PROP 8" DIP WATER LINE(TEE TO DETECTOR METER)PROP. 16' SETBACKPROP. 6" GATE VALVEPROP. 6" DIP DOMESTIC WATERSEE PLUMBING PLANS FOR CONTINUATIONPROP. 8" GATE VALVE± 10 LF OF PROP. 8" DIP WATER LINE(TEE TO BUILDING)PROP. 1.5" GATE VALVEPROP. ±16 LF OF 1.5" TYPE K COPPERIRRIGATION LINE (METER TO BUILDING)± 24 LF OF PROP. 1.5" TYPE K COPPERIRRIGATION LINE (GV TO GV)8' AMENITY ZONEPROP. 2' - 6" CURB AND GUTTEREX. R/WGENERAL NOTE:BACKFLOW PREVENTERS WILL BE PLACED INSIDE OFTHE BUILDING AND ACCORDING TO CLT WATERSTANDARDSXVICINITY MAPPROJECT LOCATIONUTILITY CROSSING:18" STORM RCP INV: 736.93'8" DIP SANITARY TOP: 735.33'PROPOSED GRADESOUTH BLVDE. KINGSTON AVE
E. PARK AVECLEVELAND AVEEXISTING GRADE26'10'16'15'UTILITY CROSSING:18" RCP STORM INV: 737.44'8" WATER LINE TOP: 736.44'PROP. FDC CONNECTIONMIN. 10' CLEARWITHIN 100' OF FIRE HYDRANTPROP. 30" X 48" MEET ME HANDHOLEPROP. SANITARY SEWER CONNECTIONS (2)SEE PLUMBING PLANS FOR CONTINUATIONPROP. GAS METER STAGING AREA(METER COUNT & LAYOUT TO BECONFIRMED WITH PNG)PROP. ± 74 LF OF GAS SERVICE(SIZE & ROUTING TO BE CONFIRMED WITH PNG)EX. PNG GAS MAINPVT. MANHOLE TO BE INSTALLED BYDEVELOPERS CONTRACTORS. CLT WATERRING AND COVER WILL NOT BE USEDPROP. HOSE PULL CONNECTION6" REDUCED PRESSURE BACKFLOW PREVENTIONASSEMBLY INSTALLED INSIDE BUILDING PERCLTWATER REQUIREMENTS SEEPLUMBING/MECHANICAL DRAWINGS FOR DETAILS1.5" REDUCED PRESSURE BACKFLOW PREVENTIONASSEMBLY INSTALLED INSIDE BUILDING PERCLTWATER REQUIREMENTS SEE PLUMBING/MECHANICAL DRAWINGS FOR DETAILS8" REDUCED PRESSURE BACKFLOW PREVENTIONASSEMBLY INSTALLED INSIDE BUILDING PERCLTWATER REQUIREMENTS SEE PLUMBING/MECHANICAL DRAWINGS FOR DETAILSLOBBY FFE:741.25'RETAILFFE: 742.50'RAMP FFE:741.50'LOADINGFFE: 744.50'FCC FFE: 743.75'PUMP ROOMFFE: 742.00'BIKE ROOMFFE: 743.50'PROP. SECONDARY BUSENCLOSURES (2)PROP. ± 82 LF OF 3/4" WATER LINEPROP. PET WATER FOUNTAINPROP. 3/4" WATER LINESEE PLUMBING PLANS FOR CONTINUATIONPROP. 12" X 6" TAPPINGSLEEVE & GATE VALVEPROP. 8" GATE VALVEPROP. 6" GATE VALVEPROP. 12" X 1.5" TAPPINGSLEEVE & VALVE ASSEMBLYPROP. 1.5" GATE VALVE
1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377UTILITY PLAN DETAILSN/ALDILDILDIC6-019/28/2023 6:20 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_DTL_UTIL.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGAS GAS GAS GAS GAS GAS GAS GAS GASENGINEERINGGENERATORELEC. - LSFCCELEC. - MAINMPOEPROP MGRJANMAINTDOG WASHBIKE STORAGEFIRE PUMP / BACKFLOWPACKAGEMAILFSA LOBBYLEASING SUITERECEPTIONLOUNGE STORAGE(1) SMALL MATURING TREEAMENDED SOILREQUIRED: 200 SFPROVIDED: 200 SF(2) SMALL MATURING TREESAMENDED SOILREQUIRED: 400 SFPROVIDED: 400 SF(3) SMALL MATURING TREESAMENDED SOILREQUIRED: 600 SFPROVIDED: 600 SFREINFORCED CONCRETE SIDEWALK(CLDS 4011)(2) SMALL MATURING TREESAMENDED SOILREQUIRED: 400 SFPROVIDED: 400 SFWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGAS GAS GAS GAS GAS GAS GAS GAS GAS
E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. KINGSTON AVE.LOCAL COMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W.TREE IN SIGHT TRIANGLETO BE LIMBED UP TO 8'CLEAR FROM TRUNKREQUIRED INTERNAL TREE PLANTINGCODEQTYBOTANICAL NAMECOMMON NAMEMIN. CONT.MIN. CAL.MIN. HT.REMARKSACS-I2ACER SACCHARUMSUGAR MAPLEB&B3"12-14`QUN-I2QUERCUS NUTTALLIINUTTALL OAKB&B3"12-14`REQUIRED PERIMETER TREECODEQTYBOTANICAL NAMECOMMON NAMEMIN. CONT.MIN. CAL.MIN. HT.REMARKSCEC-P2CERCIS CANADENSISEASTERN REDBUDB&B2"10-12`COF-P3CORNUS FLORIDAFLOWERING DOGWOODB&B2"10-12`MAS-P3MAGNOLIA STELLATASTAR MAGNOLIAB&B2"10-12`PLANT SCHEDULE PHASE 11" = 20'1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377REQUIRED PLANTING PLANN/ALDILDILDIC7-009/28/2023 6:22 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_RPLNT.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET4020010INTERNAL PLANTING REQUIREMENT (SEC. 21-96 F)INTERNAL TREES REQUIRED1 LARGE MATURING SHADE TREE PER10,000 SF IMPERVIOUS AREA4 LARGE MATURING SHADE TREES REQUIRED4 LARGE MATURING SHADE TREES PROVIDED2,962 SF PLANTING AREA REQUIRED0.14 AC (6,000 SF) PLANTING AREA PROVIDEDPERIMETER PLANTING REQUIREMENT (SEC. 21-96 E)STREET TREES REQUIREDSOUTH BLVD: +/- 200 LF7 SMALL MATURING SHADE TREES EVERY 30' REQUIRED6 SMALL MATURING TREES PROVIDED(EXISTING OVERHEAD POWER LINES)TREE SAVE AREA + ROW MITIGATION REQUIREMENTS:TOD DISTRICTS EXEMPT FROM TREE SAVEBUFFER REQUIREMENTSPLANTING AREA EQUAL TO 10% OFTOTAL IMPERVIOUS SURFACE AREATOTAL IMPERVIOUS AREA: +- 0.68 AC (+-29,620 SF)SCREENING REQUIREMENTS (SEC. 12.303)NATIVE SPECIES REQUIREMENT (SEC. 21-96 C)REQUIREMENT: 50% OF NEW TREESMUST BE NATIVE SPECIES.7 NATIVE TREES REQUIRED14 TOTAL NEW TREES PROVIDED14 NATIVE TREES PROVIDED (100%)PLANTING TABULATION:PROTECTED R/W TREES MITIGATION FEE:EAST PARK AVE: +/- 150 LFSCREEN FROM ABUTTING PROPERTY AND FROM PUBLIC VIEW FROM PUBLIC STREET:-PARKING W/ LOTS W/ 10+ SPACES-DUMPSTERS AND RECYCLING-OUTDOOR STORAGE-UTILITY STRUCTURES-BACKFLOW PREVENTERSSHRUBS REQUIRED: 3' HT. MIN AND 3' O.C. MAX5 SMALL MATURING SHADE TREES EVERY 30' REQUIRED2 SMALL MATURING TREES PROVIDED(EXISTING OVERHEAD POWER LINES)NATIVE SPECIESSITE LEGENDFUTURE BACK OF CURB LINEPROPERTY LINESETBACK LINEBUILD-TO-ZONE LINE12 SMALL MATURING SHADE TREES REQUIRED8 SMALL MATURING SHADE TREES PROVIDED ALONG STREET4 TREES PAY IN LIEU(4 X $750 = $3000)REMAINING TREES PIL:REINFORCED CONCRETE SIDEWALKAMENDED SOILSTREET TREES AMENDED SOILREQUIREMENT: 200 SF PER SMALL MATURINGPROVIDED: 1200 SF (SMALL MATURING)REINFORCED CONCRETE SIDEWALK
12344
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1 UPUP(230) CCHE(206) CCHE(20) CCHE(7) CLAT(7) CLAT(6) LEFZ(6) LEFZ(2) HQUE(4) HSUM(2) MCAP(5) SAUT(7) EPUR(5) IVIR(4) CAMP(3) HQUE(3) CLAT(3) HQUE(3) HQUE(3) HQUE(3) EPUR(2) CAMP(5) IGLA(3) DMAR(3) HSUM(5) LEFZ(6) LEFZ(7) CLAT(4) HSUM(3) DMAR(6) LEFZ(4) HQUE(4) HSUM(5) IVIR(4) HPANSEASONAL PLANTERPOTS; BY OWNERSSEASONAL PLANTERPOTS; BY OWNERSSEASONAL PLANTERPOTS; BY OWNERSSHRUBSCODEQTYBOTANICAL NAMECOMMON NAMEMIN. CONT.SPACINGMIN. HT.REMARKSHPAN4HYDRANGEA PANICULATA 'BAILPANONE'LITTLE HOTTIEŠ PANICLE HYDRANGEA#342" O.C.3-5`FULL TO CONTAINERHQUE18HYDRANGEA QUERCIFOLIA 'RUBY SLIPPERS'RUBY SLIPPERS OAKLEAF HYDRANGEA#330" O.C.3-4`FULL TO CONTAINERIGLA5ILEX GLABRA 'GEM BOX'GEMBOX#330" O.C.2-3`FULL TO CONTAINERIVIR10ITEA VIRGINICA 'SPRICH'LITTLE HENRYŠ SWEETSPIRE#324" O.C.1`-2`FULL TO CONTAINERLEFZ29LEUCOTHOE FONTANESIANA 'ZEBLID'SCARLETTAŠ DROOPING LEUCOTHOE1 GAL24" O.C.2-3`FULL TO CONTAINERSHRUB AREASCODEQTYBOTANICAL NAMECOMMON NAMEMIN. CONT.SPACINGMIN. HT.REMARKSCLAT24CHASMANTHIUM LATIFOLIUMNORTHERN SEA OATS#118" O.C.36"FULL TO CONTAINERDMAR6DRYOPTERIS MARGINALISMARGINAL SHIELD FERN#124" O.C.18-24"FULL TO CONTAINEREPUR10ECHINACEA PURPUREA 'MAGNUS'MAGNUS PURPLE CONEFLOWER#118" O.C.18-24"FULL TO CONTAINERHSUM15HOSTA X 'SUM AND SUBSTANCE'SUM AND SUBSTANCE HOSTA#324" O.C.24-36"FULL TO CONTAINERMCAP2MUHLENBERGIA CAPILLARIS#330" O.C.36"FULL TO CONTAINERSAUT5SEDUM X 'AUTUMN JOY'AUTUMN JOY SEDUM#118" O.C.24"FULL TO CONTAINERGROUND COVERSCODEQTYBOTANICAL NAMECOMMON NAMEMIN. CONT.SPACINGMIN. HT.REMARKSCAMP6CAREX AMPHIBOLACREEK SEDGE#118" O.C.18"FULL TO CONTAINERCCHE456CAREX CHEROKEENSISCHEROKEE SEDGE#118" O.C.18"FULL TO CONTAINERPLANT SCHEDULE########1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377LEVEL 9 PLANTING PLANN/ALDILDILDIC7-029/28/2023 6:22 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_PLNT_LVL 9.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET######
MECHCORRIDORELEC RMMECHPANTRYAV1" = 10'1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377LEVEL 31 PLANTING PLANN/ALDILDILDIC7-039/28/2023 6:22 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_PLNT_LVL 31.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET201005
1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377PLANTING DETAILSN/ALDILDILDIC7-109/28/2023 6:22 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_DTL_PLNT.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET4001 - TREE PLANTINGNTSREVISION NO. N/A14002 - TREE PROTECTION DETAILNTSREVISION NO. N/A24003 - TREE PIT WITH GRATE IN SIDEWALK (PLAN)NTSREVISION NO. 1334003A - TREE PIT WITH GRATE IN SIDEWALK (SECTION)NTSREVISION NO. 0344003B - TREE PIT WITH GRATE IN SIDEWALK (SECTION)NTSREVISION NO. 0354003C - TREE PIT WITH GRATE IN SIDEWALK (SECTION)NTSREVISION NO. 1264005A - SHRUB PLANTING BEDNTSREVISION NO. 0910' (EX.)10" (EX.)2.1.74005B - INDIVIDUAL SMALL SHRUB/TREE PLANTINGREVISION NO. 09NTS2.1.TYP. COLLARMIN. 2" HT.2-3" LAYER OFAPPROVED MULCHUNDISTURBED SOIL3-6" FROM ROOT BALL EDGE,BACKFILL AS SPECIFIEDROOT BALL84009 - ROOT FLARE DEPTHSREVISION NO. 09NTS94010 - TREE PLANTING NOTESREVISION NO. N/ANTS10NOTES1.LAYOUT PLANTS IN PREPARED BED AS SHOWN2.SPACING AS SPECIFIED, PER SCHEDULE STAGGERED ROWSPLAN1'-0" MIN.3" LAYER OF MULCHPLANTING MIX AS SPECIFIEDFINISHED GRADEGROUNDCOVER PLANTINGNTSPLAN AND SECTION11SPACING"D"ROWS
"A"SPACING "D"6" O.C.8" O.C.10" O.C.12" O.C.15" O.C.18" O.C.24" O.C.ROW "A"5.20" O.C.6.93" O.C.8.66" O.C.10.40" O.C.13.00" O.C.15.60" O.C.20.80" O.C.PLANTS / S.F.4.612.601.661.150.730.510.29PLANT SPACING CHARTTRIANGULAR SPACING FOR SHRUBS AND GROUNDCOVERNTS12
WWWWWWWWWSS SS SSSS
GAS GAS GAS GAS
E. PARK AVE.COLLECTORCDOT MAINTAINED; 60' PUBLIC R.O.W.1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377ROADWAY IMPROVEMENTPLAN - E. PARKN/ALDILDILDIC8-009/28/2023 6:24 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLP_RDWY.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1" = 20'4020010PROP. TYPE II MODIFIED DRIVEWAYCLDSM 10.25EEX. DRIVEWAY TO REMAINEX. VERTICAL CURB TO REMAINEX. 6' SIDEWALK TO REMAINEX. 6' SIDEWALK TO REMAINPROP. SIDEWALK TRANSITIONCLDSM 10.23EX. R/WEX. 6' SIDEWALK TO REMAINPROP. PERPENDICULAR CURB RAMPCLDSM 10.31AEX. PEDESTRIAN CURB RAMPTO REMAIN PER APPROVED TIAEX. 2'-6" CURB & GUTTER TO REMAINSOUTH BLVD.
MAJOR THOROUGHFARE
4+ AVENUE, BUFFERED/SEPARATED BIKE LANES,
ON STREET PARKING
CDOT MAINTAINED
100'-00" R.O.W.FULL DEPTH PAVEMENT. SEETYPICAL SECTION (TYP.)1.5" MILL & OVERLAY(TYP.)LEGENDPROPOSED SAW CUTFULL DEPTH ASPHALT(SEE THIS SHEET FOR SECTION DETAILS)1.5" ASPHALT MILL & OVERLAYSURFACE COURSESUBGRADEBASE COURSETACK COAT4" TYPE I19.OC IN ONE LIFT3" TYPE S9.5C IN TWO 1.5" LIFTS INTERMEDIATE COURSESOUTH BLVD. - MAJOR THOROUGHFARE (CLDSM 11.09)(SEE SECTION I.E.4)8" ASPHALT CONCRETE BASE COURSE TYPE B25.0C IN TWO 4" LIFTSCOMPACTED SUBGRADEFINAL LIFT TO BE APPLIED UPON MEETING ONE OF THE FOLLOWING CONDITIONS:1)75% DEVELOPMENT OCCUPANCY,2)1YEAR FROM INTERMEDIATE COURSE REPLACEMENT,3)FOR ETJ STREET, FINAL 1" MAY BE PLACED WHEN APPROPRIATE BY NCDOTSURFACE COURSESUBGRADEBASE COURSETACK COAT2.5" TYPE I19.OC IN ONE LIFT3" TYPE S9.5C IN TWO 1.5" LIFTS INTERMEDIATE COURSEE. PARK AVENUE - MAJOR COLLECTOR (CLDSM U-05A1)(SEE SECTION I.E.4)8" COMPACTED AGGREGATE BASE COURSECOMPACTED SUBGRADEFINAL LIFT TO BE APPLIED UPON MEETING ONE OF THE FOLLOWING CONDITIONS:1)75% DEVELOPMENT OCCUPANCY,2)1YEAR FROM INTERMEDIATE COURSE REPLACEMENT,3)FOR ETJ STREET, FINAL 1" MAY BE PLACED WHEN APPROPRIATE BY NCDOTPROPERTY BOUNDARYMATCHLINE - SEE THIS SHEET FOR CONTINUATIONMATCHLINE - SEE THIS SHEET FOR CONTINUATION SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES,ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.1.5" MILL & OVERLAY(TYP.)EX. DRIVEWAY TO BE REMOVED &REPLACED WITH 2'-6" CURB & GUTTEREX. DRIVEWAY TO BE REMOVED &REPLACED WITH 2'-6" CURB & GUTTERPROP. SAWCUTPROP. SAWCUTFULL DEPTH PAVEMENT. SEETYPICAL SECTION (TYP.)EX. DRIVEWAY TO REMAINEX. 2'-6" CURB & GUTTER TO REMAINPROP. TYPE II DRIVEWAYCLDSM 10.24CPROP. CATS BUS STOPPER CLDSM 60.01AEX. R/WPROP. SUE
E. PARK AVE.COLLECTORCDOT MAINTAINED; 60' PUBLIC R.O.W.1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377STRIPING & PAVEMENTMARKING PLANN/ALDILDILDIC8-019/28/2023 6:25 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLP_RDWY.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1" = 20'4020010PROP. TYPE II MODIFIED DRIVEWAYCLDSM 10.25EEX. R/WPROP. PERPENDICULAR CURB RAMPCLDSM 10.31AEX. PEDESTRIAN CURB RAMPTO REMAIN PER APPROVED TIAEX. 2'-6" CURB & GUTTER TO REMAINPROPERTY BOUNDARY12'12'12'TITCUAPAVEMENT MARKING LEGENDTHERMOPLASTIC (120 MILS)TC4" WHITE SKIP (10'-30')TE4" WHITE LANE LINES.TI4" DOUBLE YELLOW CENTER LINET224" WHITE STOP BARTQ8" TRAVERSE WHITE CROSSWALK LINETHERMOPLASTIC PAVEMENT MARKING SYMBOLSUALEFT TURN ARROWUBRIGHT TURN ARROWUCSTRAIGHT ARROWUDLEFT/ STRAIGHT ARROWUERIGHT/ STRAIGHT ARROW2'10'T2TQTQTQEX. SIGNALIZED INTERSECTIONEX. CROSSWALK TO REMAINEX. PEDESTRIAN CURB RAMPTO REMAIN PER APPROVED TIAT2TESOUTH BLVD.
MAJOR THOROUGHFARE
4+ AVENUE, BUFFERED/SEPARATED BIKE LANES,
ON STREET PARKING
CDOT MAINTAINED
100'-00" R.O.W.PROP. RE-STRIPE EX. ON-STREETPARKING PER CLDSM 50.09CPROP. TYPE II DRIVEWAYCLDSM 10.24C100' STORAGE53' TAPER12'25'50'
ENGINEERINGGENERATORELEC. - LSFCCELEC. - MAINMPOEPROP MGRJANMAINTDOG WASHBIKE STORAGEFIRE PUMP / BACKFLOWPACKAGEMAILFSA LOBBYLEASING SUITERECEPTIONLOUNGE STORAGESU-30 - Single Unit TruckENGINEERINGGENERATORELEC. - LSFCCELEC. - MAINMPOEPROP MGRJANMAINTDOG WASHBIKE STORAGEFIRE PUMP / BACKFLOWPACKAGEMAILFSA LOBBYLEASING SUITERECEPTIONLOUNGE STORAGEP - Passenger CarP - Passenger CarENGINEERINGGENERATORELEC. - LSFCCELEC. - MAINMPOEPROP MGRJANMAINTDOG WASHBIKE STORAGEFIRE PUMP / BACKFLOWPACKAGEMAILFSA LOBBYLEASING SUITERECEPTIONLOUNGE STORAGES-BUS-36 - Conven
tiona
l School
Bus (65 pass.)BUS-40 - Inter City Bus1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377TURNING MOVEMENTSN/ALDILDILDIC9-009/28/2023 6:28 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_TURN.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1"=30'6030015SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W. ; 25 MPH SPEED LIMITSOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W. ; 25 MPH SPEED LIMITMOVEMENT A - SU-30 (LOADING VEHICLE)SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W. ; 25 MPH SPEED LIMITMOVEMENT B - BUS 36MOVEMENT C - PARKING GARAGEENTRY/EXITPROP. LOADING
ENGINEERINGGENERATORELEC. - LSFCCELEC. - MAINMPOEPROP MGRJANMAINTDOG WASHBIKE STORAGEFIRE PUMP / BACKFLOWPACKAGEMAILFSA LOBBYLEASING SUITERECEPTIONLOUNGE STORAGEP - Passenger CarENGINEERINGGENERATORELEC. - LSFCCELEC. - MAINMPOEPROP MGRJANMAINTDOG WASHBIKE STORAGEFIRE PUMP / BACKFLOWPACKAGEMAILFSA LOBBYLEASING SUITERECEPTIONLOUNGE STORAGEP - Passenger CarENGINEERINGGENERATORELEC. - LSFCCELEC. - MAINMPOEPROP MGRJANMAINTDOG WASHBIKE STORAGEFIRE PUMP / BACKFLOWPACKAGEMAILFSA LOBBYLEASING SUITERECEPTIONLOUNGE STORAGEBUS-40 - Inter City BusBUS-40 - Inter City BusENGINEERINGGENERATORELEC. - LSFCCELEC. - MAINMPOEPROP MGRJANMAINTDOG WASHBIKE STORAGEFIRE PUMP / BACKFLOWPACKAGEMAILFSA LOBBYLEASING SUITERECEPTIONLOUNGE STORAGEBUS-40 - Inter City BusBUS-40 - Inter City Bus1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377TURNING MOVEMENTSN/ALDILDILDIC9-019/28/2023 6:33 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_TURN.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET###############SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W. ; 25 MPH SPEED LIMITMOVEMENT D - PASSENGER CAR GARAGELEVEL ONE ENTRANCESOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W. ; 25 MPH SPEED LIMITMOVEMENT E - PASSENGER CAR GARAGELEVEL 2SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W. ; 25 MPH SPEED LIMITMOVEMENT F - BUS 40SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES, ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. PARK AVE.COLLECTORCOMMERCIAL WIDE SECTIONCDOT MAINTAINED60'-00" R.O.W. ; 25 MPH SPEED LIMITMOVEMENT G - BUS 40
-3+35-3+00-2+00-1+000+001+001+637437427417
4
1
740741PROFILE - E. PARK AVE. DRIVEWAYSCALE: 1" = 20' H & 1" = 2' V735740745750735740745750-3+00-2+50-2+00-1+50-1+00-0+500+000+501+001+502+003.5'3.5'3.5'1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377INTERSECTION SIGHTDISTANCE1" = 2'LDILDILDIC10-009/28/2023 6:35 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_ISD.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1" = 20'20'40'010'SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES,ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. PARK AVE.COLLECTORCDOT MAINTAINED; 60' PUBLIC R.O.W.DESIGN SPEED: 30 MPHPOSETD SPEED: 25 MPH10'LEFT TURN SIGHT DISTANCE PROVIDED = 335'(DISTANCE REQUIRED AT 30 MPH = 335'DRIVER'S EYE HEIGHT (3.5' HIGH)EXIST. GRADEOBJECT HEIGHT (3.5' HIGH)OBJECT HEIGHT (3.5' HIGH)PROP. GRADERIGHT TURN SIGHT DISTANCE PROVIDED = 163'(DISTANCE REQUIRED AT 30 MPH = 290'PROP. PARKING GARAGE ENTRANCE/EXITCLSDM 10.25EEXISTING DRIVEWAYEXISTING SIGNALIZEDINTERSECTIONCLEVELAND AVE.LOCALCDOT MAINTAINED
-3+35-3+00-2+00-1+000+001+002+007437427417
4
1
7407413.5'3.5'PROFILE - E. PARK AVE. ALLEYSCALE: 1" = 20' H & 1" = 2' V735740745750735740745750-3+00-2+50-2+00-1+50-1+00-0+500+000+501+001+502+002+203.5'1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377INTERSECTION SIGHTDISTANCE1" = 2'LDILDILDIC10-019/28/2023 6:36 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_PLN_ISD.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1" = 20'20'40'010'SOUTH BLVD.MAJOR THOROUGHFARE4+ AVENUE, BUFFERED/SEPARATED BIKE LANES,ON STREET PARKINGCDOT MAINTAINED100'-00" R.O.W.E. PARK AVE.COLLECTORCDOT MAINTAINED; 60' PUBLIC R.O.W.DESIGN SPEED: 30 MPHPOSETD SPEED: 25 MPHLEFT TURN SIGHT DISTANCE PROVIDED = 335'(DISTANCE REQUIRED AT 30 MPH = 335'DRIVER'S EYE HEIGHT (3.5' HIGH)EXIST. GRADEOBJECT HEIGHT (3.5' HIGH)OBJECT HEIGHT (3.5' HIGH)PROP. GRADERIGHT TURN SIGHT DISTANCE PROVIDED = 200'(DISTANCE REQUIRED AT 30 MPH = 290'10'EXISTING DRIVEWAYEXISTING SIGNALIZEDINTERSECTIONCLEVELAND AVE.LOCALCDOT MAINTAINED
EX. 10' ALLEY TO BERECONSTRUCTED
E. PARK AVE. CL - 12+00.007307407507607307407507600102030400-10-20-30-40PROP. SIDEWALK(1.5% TYP, 2% MAX)PROP. 740.77 (15.34)
PROP. 740.73 (17.34)PROP. 740.73 (17.34)
PROP. 741.14 (20.00)
PROP. 740.08 (-16.72)
PROP. 741.26 (27.69)
PROP. 741.38 (35.69)-1.49%-2.00%-5.46%1.50%1.50%PROP. 741.00 (0.00)E. PARK AVE. CL - 10+00.007307407507607307407507600102030400-10-20-30-40E. PARK AVE. CL - 10+50.007307407507607307407507600102030400-10-20-30-40PROP. 740.57 (26.70)
PROP. 740.14 (23.59)
PROP. 740.36 (9.09)
PROP. 740.26 (0.00)-1.53%-1.73%-1.67%0.10%77.03%1.18%1.05%P-24" STORMINV: 735.34PROP. 739.67 (-13.36)E. PARK AVE. CL - 11+00.007307407507607307407507600102030400-10-20-30-40PROP. SIDEWALK(1.5% TYP, 2% MAX)PROP. 740.32 (15.42)
PROP. 740.28 (17.42)PROP. 740.28 (17.42)
PROP. 740.69 (20.09)
PROP. 739.73 (-17.26)
PROP. 740.84 (30.05)
PROP. 740.96 (38.05)-1.62%-2.00%-4.86%1.50%1.50%P-18" STORMINV: 735.82PROP. 740.57 (0.00)E. PARK AVE. CL - 11+50.007307407507607307407507600102030400-10-20-30-40PROP. SIDEWALK(1.5% TYP, 2% MAX)PROP. 740.60 (15.36)
PROP. 740.54 (18.66)
PROP. 740.96 (21.33)
PROP. 739.92 (-17.14)1.50%-1.37%-2.00%6.00%P-18" STORMINV: 736.87PROP. 740.82 (0.00)
PROP. 739.92 (-17.14)1601 SOUTHBOULEVARDSTERLING BAY1601 SOUTH BOULEVARDCHARLOTTE, NC1021377CROSS SECTIONS1" = 2'LDILDILDIC11-009/28/2023 6:36 PM CASSIDY FRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2021\1021377\CAD\DOCUMENTATION\1021377_SEC_CIVIL.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658SEALNOT FORCONSTRUCTION409.29.2023PROGRESS SET104.10.2023100% SCHEMATICDESIGN206.09.202350% DESIGNDEVELOPMENT306.30.2023PROGRESS SET1"=20'4020010EX. SOUTH BLVD INTERSECTIONEXIST. GRADEEXIST. GRADEEXIST. GRADEEXIST. GRADEPROP. 2'-6"CURB &GUTTERPROP. 8'SIDEWALKPROP. 9.4' RIGHTTURN AND THROUGHLANEPROP. 12' LEFT TURN LANEPROP. 13' TRAVEL LANEPROP. 1.5" MILLAND OVERLAYPROP. 1.5" MILL AND OVERLAYPROP. 1.5" MILL AND OVERLAYEX. 13.8' RIGHT TURNAND THROUGH LANEPROP. 13' TRAVEL LANEPROP. 9.2' LEFTTURN LANETAPER WIDTHVARIESPROP. 6'AMENITY ZONEPROP. TYPE II MODIFIED DRIVEWAY℄℄℄PROP. R/WEX.&PROP.R/W
EX. R/W
EX. R/W
EX.&PROP.R/WEX.&PROP.R/W
EX. R/WPROP. 2' FULLDEPTH ASPHALTPROP. 12.5' FULLDEPTH ASPHALTPROP. 2' FULLDEPTH ASPHALTPROP. GRADEPROP. GRADEPROP. GRADEPROP. FULLDEPTH ASPHALTPROP. FULLDEPTH ASPHALTPROP. FULLDEPTH ASPHALTPROP. HARDSCAPE TOEDGE OF BUILDING.SEE GRADING PLANSFOR DETAILSPROP. 2'-6"CURB AND GUTTEREX. E PARK INTERSECTION℄EX. 16' TRAVEL LANEPROP. 17' TRAVEL LANEEX. ALLEYPROP. 2' FULLDEPTH ASPHALTEX. 15' TRAVEL LANEPROP. 2'-6"CURB ANDGUTTER1'BENCH1'BENCH8' SIDEWALK1' BENCH1' BENCHEXIST. GRADEPROP. GRADEPROP. FULLDEPTH ASPHALTPROP. 1.5" MILL AND OVERLAY