17047 EMP Building Improvements 1900 Continental_BF_Signed 20160824

#C-1269 Engineering
#-245 Geology

Environmental Management Plan

Building Improvements
1900 Continental Boulevard
Charlotte, North Carolina

Brownfields Project ID #17047-13-060

H&H Job No. LRC-003
August 24, 2016

CONTENTS

Completed EMP Template Form

Figures
Figure 1 Site Location Map
Figure 2 Site Map

Appendices
Appendix A Building Improvement Plan Sheets
Appendix B Contingency Plan

1
EMP Form ver.1, October 23, 2014
NORTH CAROLINA BROWNFIELDS PROGRAM
ENVIRONMENTAL MANAGEMENT PLAN

This form is to be used to prepare an Environmental Management Plan (EMP) for projects in the
North Carolina Brownfields Program at the direction of a project manager for the program.
Prospective Developers and/or their consultants must complete and submit this form and all
pertinent attachments to their project manager prior to any site earthmoving or other
development related activities. For the resultant EMP to be valid for use, it must be completed,
reviewed by the program, and signed by all signers at the bottom. Consult your project
manager if you have questions.

GENERAL INFORMATION

Date: 8/24/2016

Brownfields Assigned Project Name: Reep-LRC Site

Brownfields Project Number: 17047-13-060

Brownfields Property Address: 1900 Continental Boulevard, Charlotte, NC 28273. Site Location Map
included as Figure 1.

Brownfields Property Area (acres): 109.365

Is Brownfields Property Subject to RCRA Permit? ☐ Yes ☒ No
If yes enter Permit No.: Click here to enter text.

Is Brownfields Property Subject to a Solid Waste Permit? ☐ Yes ☒ No
If yes, enter Permit No.: Click here to enter text.

COMMUNICATIONS

Prospective Developer (PD): LRC-Patriot, LLC
Phone Numbers: Office: [phone]…..Mobile: NA
Email: [e-mail]
Primary PD Contact: Dan Heath
Phone Numbers: Office: (704-620-3103 Mobile: [e-mail]
Email:
Environmental Consultant: Hart & Hickman, PC – Matt Bramblett, PE
Phone Numbers: Office: [phone]…..Mobile: [phone]
Email: [e-mail]
Brownfields Program Project Manager: Geoffrey Little
Office: [phone]
2
EMP Form ver.1, October 23, 2014
Email: [e-mail]

Other DENR Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste): Click here to enter text.

NOTIFICATIONS TO THE BROWNFIELDS PROGRAM

Advance Notification Times to Brownfields Project Manager: Check each box to accept minimum
notice periods (in calendar days) for each type of onsite task:
On-site assessment or remedial activities: Within 10 days ☒
Construction or grading start: Within 10 days ☒
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, venting of explosive environments):
Within 48 hours ☒
Installation of mitigation systems: Within 10 days ☒
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 ☐ Recreational ☐ Institutional ☒ Commercial ☒ Office ☐Retail ☒ Industrial
☐ Other specify:

2) Summary of Redevelopment Plans (attach conceptual or detailed plans as available):
a) Do plans include demolition of structure(s)?: ☒ Yes ☐ No ☐ Unknown
b) Do plans include removal of building foundation slab(s) or pavement:
☒ Yes ☐ No ☐ Unknown
c) Provide brief summary of redevelopment plans, including demolition, removal of building
slabs/pavement and other structures: Current building improvement plans include demolition
of certain parking area structures and resurfacing of parking areas in the eastern portion of
the site and in the center of the western portion of the site, removal of water tanks in the
northeast and southern portions of the site, and replacement of portions of the stormwater
management system including underground stormwater piping and reconfiguring the
detention pond in the southwest portion of the site. LRC-Patriot, LLC plans to redevelop the
site’s current use including warehouse, industrial, distribution, office space and related
parking. Site Layout and Grading Plans are included in Appendix A.

3
EMP Form ver.1, October 23, 2014
3) Which category of risk-based screening level is used or is anticipated to be specified in the
Brownfields Agreement?
☐ Residential ☒ Non-residential or Industrial/Commercial

Note: If children frequent the property, residential screening levels shall be cited in the Brownfields
Agreement for comparison purposes.

4) Schedule for Redevelopment (attach construction schedule):
a) Phase I start date and anticipated duration (specify activities during each phase):
8/31/2016
The building improvements will be conducted in three phases with subsurface work starting
8/31/16. Soil volume estimates described below are for Phase I of redevelopment. The schedules
for Phase II and Phase III have not been determined. The locations for each phase of
redevelopment are included in the redevelopment plans in Appendix A and are also shown on
Figure 2.

b) If applicable, Phase 2 start date and anticipated duration (specify activities during each
phase): To Be Determined

c) Additional phases planned? If yes, specify activities if known:
☒ Yes ☐ No ☐ Not in the foreseeable future ☒Decision pending
d) Provide the planned date of occupancy for new buildings: N/A

CONTAMINATED MEDIA
Contaminated Media (attach tabulated data summaries for each impacted media and figure(s) with
sample locations):
Part 1. Soil: ☒ Yes ☐ No ☐ Suspected
Part 2. Groundwater: ☒ Yes ☐ No ☐ Suspected
Part 3. Surface Water: ☐ Yes ☒ No ☐ Suspected
Part 4. Sediment: ☐ Yes ☒ No ☐ Suspected
Part 5. Soil Vapor: ☐ Yes ☒ No ☐ Suspected
Part 6. Sub-Slab Soil Vapor: ☐ Yes ☒ No ☐ Suspected
Part 7. Indoor Air: ☐ Yes ☒ No ☐ Suspected

PART 1. SOIL – Please fill out the information below, using detailed site plans, if available, or estimate
using known areas of contaminated soil and a conceptual redevelopment plan. Provide a figure
overlaying new construction onto figure showing contaminated soil and groundwater locations.

1) Known or suspected contaminants in soil (list specific compounds): The site formerly operated as
a Naval Ammunitions Depot (NAD) in the 1940’s and 1950’s and then for tire manufacturing
4
EMP Form ver.1, October 23, 2014
between 1967 and approximately 2009. Former NAD ammunition storage buildings are shown on
Figure 2. The previous owners/operators of the property reported several incidents. DEQ issued No
Further Action (NFA) status four of the incidents: 1) the former No. 6 Fuel Oil AST area, 2) the former
Wash Rack area, 3) the former Boiler Day Tanks area, and 4) the former Naphtha UST area.
Chlorinated VOCs, petroleum free product, and other petroleum compounds were identified in
groundwater associated with a release in the former Rail Off-Loading Area (and the former Naphtha
UST area). Most of the impacted soil was previously removed from the Rail Off Loading Area.
Chlorinated VOCs were identified in soil and groundwater near the former Buffing Dust Shed.
Impacts are not delineated in this area. Tire rubber waste, drum debris, and asbestos debris were
recently removed from the eastern portion of the site. Some subsurface tire and drum wastes
remain in the southeast portion of the site. Based on the locations of proposed redevelopment
activities at the site, impacts associated with former releases at the site are not anticipated to be
encountered during redevelopment activities. The proposed construction areas and the locations of
former release incidents at the site are shown on Figure 2. It is noted that the former wash racks
NFA letter was a clean closure and that subsurface disturbance will not occur when the metal AST is
removed to the northeast and near the Duke Energy property. Therefore, known impacted areas
will not be disturbed by the building improvement work.
2) Depth of known or suspected contaminants (feet): Not applicable.
3) Area of soil disturbed by redevelopment (square feet): Roughly 120,000 sq ft of soil will be
graded and redistributed to the desired level for the stormwater detention pond in the
southwest portion of the site. Grading activities will be conducted utilizing grading
equipment (i.e. backhoes, front end loaders, bull dozers etc.) and the site development
contractor will implement best management practices (i.e. implementation of silt fencing
and berming) to manage soil on-site during site redevelopment activities. Smaller amounts
of soil will be disturbed during replacement of stormwater piping during Phase III of the
project.
4) Depths of soil to be excavated (feet): Soil will be excavated up to 14 ft below existing grade levels
during soil grading and piping installation in the detetntion pond area in the southwest portion of
the site. Excavated soils will be distributed during site grading activities for the purpose of achieving
the desired level grade.
5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan): Approximately
2,000 cubic yards of soil will be excavated during grading activities.
6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
None.
7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable: Excess
soil will be reused or stockpiled on site. No soil will be removed from the site without consultation
with NC DEQ.
IMPORTED FILL SOIL

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? 6,500 cubic yards.
3) If yes, what is the depth of fill soil to be used at the property? Up to an estimated 15 ft bgs in the
detention pond area in the southwest portion of the site.
If a range of depths, please list the range.

5
EMP Form ver.1, October 23, 2014
4) PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide plan to analyze fill soil to
demonstrate that it meets acceptable standards and can be considered clean for use at the
Brownfields property (Check all that apply):
☒ Volatile organic compounds (VOCs) by EPA Method 8260
☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270
☐ Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury, lead,
selenium and silver)
☒ Metals –Hazardous Substance List -14 (antimony, arsenic, beryllium, cadmium, chromium
(speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel, selenium, silver,
thallium, and zinc)
☐ Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium (speciated
according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver, thallium, and
zinc)
☐ Other Constituents & Analytical Method:
☒ Known borrow material (DESCRIBE SOURCE AND ATTACH SAMPLING PROFILE): H&H will be
sampling two or more potential borrow locations. The Vulcan Pineville quarry will be sampled at a rate
of 1 sample per 1,000 cubic yards). Soil borrow may also come from other sources including a
historically residential site (Mecklenburg County Tax Parcel 12302201) under construction by the YWCA
which will be sampled at a rate of 1 sample per 500 cubic yards. Sample results will be provided to DEQ
when obtained.

MANAGING ONSITE SOIL

1) If soil in known or suspected areas of contamination 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).

2) HAZARDOUS WASTE DETERMINATION – 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).

If yes, do the soils exceed the “Contained-Out” levels in Attachment 1 of the North Carolina
Contained-In Policy? ☐ Yes ☐ No

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 ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH DENR
HAZARDOUS WASTE SECTION RULES AND REGULATIONS.

3) HAZARDOUS WASTE DETERMINATION – Does the soil contain a CHARACTERISTIC WASTE?:
☐ Yes ☒ No
6
EMP Form ver.1, October 23, 2014
If yes, mark reason(s) why below (and include pertinent analytical results).

☐ Ignitability
☐ Corrosivity
☐ Reactivity
☐ Toxicity
☐ TCLP results
☐ 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)

If no, explain rationale:

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

4) 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 9/1/2015
☒ Preliminary Health-Based Industrial/Commercial SRGs 4/1/2016
☐ Site-specific risk-based cleanup level, or acceptable concentrations determined via
calculated cumulative risk. Enter details of methods used for determination/explanation:
Click here to enter text.

5) Check the following action(s) to be taken during excavation and management of said soils:

☒ Manage fugitive dust from site:
☒ Yes ☐ No
If yes, describe method; If no, explain rationale: Typical construction dust control
measures will be utilized such as wetting with water trucks or hoses to manage nuisance dust levels.

☒ Field Screening:
☒ Yes ☐ No
If yes, describe method; If no, explain rationale: During soil disturbance at the site, the
workers or contractors will observe soils for evidence of a distinct unnatural color, strong odor,
or observance of filled or previously disposed materials of concern (i.e. chemicals, tanks, drums,
etc). Should the above be noted during site work, the contractor will contact the project
environmental engineer to observe the suspect condition. If the project environmental engineer confirms that the material may be impacted, then the procedures below will be implemented. In
addition, the environmental engineer will contact the DEQ Brownfields project manager within
48 hours to advise that person of the condition.

☒ Soil Sample Collection:
7
EMP Form ver.1, October 23, 2014
☒ Yes ☐ No
If yes, describe method (e.g., in-situ grab, composite, stockpile, etc.); If no, explain rationale:
If suspect soil is encountered and field screening described above indicates potential for
previously unknown contamination, the suspect soil will be stockpiled and covered in a secure
area to allow construction to progress. Stockpiles will be covered with plastic sheeting, configured to minimize contact with surface flow, and additional measures taken as needed to
prevent erosion. Soil samples will be collected as a composite sample (except VOCs will be
grab samples) from representative locations within the stockpile and analyzed as per below.
Suspect soil that is stockpiled and sampled will remain stockpiled until that soil is determined to
be uncontaminated, the degree of the contamination is defined, or the soil is transported for proper disposal. The Brownfields Program will review plans for appropriate disposal; or reuse
of the soil on-site. If off-site disposal; of the soil is required, the impacted soil will be transported
to a permitted facility such as a landfill provided that the soil is accepted at the disposal facility.
In the unlikely event that the composite sample data indicates concentrations above TCLP
hazardous waste criteria, then the soil will be transported off-site to a permitted disposal facility that can accept or treat hazardous waste.
☒ Stockpile impacted soil in accordance with NCDENR IHSB protocol in the current version of
the “Guidelines for Assessment and Cleanup”, and providing erosion control, prohibiting
contact between surface water/precipitation and contaminated soil, and preventing
contaminated runoff. Explain any variances:
Click here to enter text.
☒ Analyze potentially impacted soil for the following chemical analytes:
☒ Volatile organic compounds (VOCs) by EPA Method 8260
☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270
☐ Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury,
lead, selenium and silver)
☒ Metals –Hazardous Substance List -14 (antimony, arsenic, beryllium, cadmium,
chromium (speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel,
selenium, silver, thallium, and zinc)
☐ Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium
(speciated according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver,
thallium, and zinc)
☒ Other Constituent(s) & Analytical Method(s): If suspected contaminated soil is
identified during site redevelopment activities, soil will be sampled and analyzed for VOCs, SVOCs, and
HSL metals. VOCs and SVOCs concentrations will be compared to Industrial PSRGs. Metal
concentrations will be compared to Industial PSRGs and/or published regional background levels for
North Carolina soil.

☒ Proposed Measures to Obtain Pre-Approval for Reuse of Impacted Soil within the
Brownfields Property Boundary
☒ Provide documentation of analytical report(s) to Brownfields Project Manager
☒ Provide documentation of final location, thickness and depth of relocated soil on
site map to Brownfields Project Manager once known
☐ Use geotextile to mark depth of fill material (provide description of material)
☒ Manage soil under impervious cap ☒ or clean fill ☒
8
EMP Form ver.1, October 23, 2014
Describe cap or fill: (provide location diagram)
☒ Confer with NC BF Project Manager if Brownfield Plat must be revised (or re-
recorded if actions are Post-Recordation).
☐ Other: Click here to enter text.

☐ Final grade sampling of exposed soil (i.e., soil that will not be under buildings or permanent
hardscape): [if not checked provide rationale for not needing]
Provide diagram of soil sampling locations, number of samples, and denote Chemical
Analytical Program with check boxes below (Check all that apply):
☐ Volatile organic compounds (VOCs) by EPA Method 8260
☐ Semi-volatile organic compounds (SVOCs) by EPA Method 8270
☐ Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury,
lead, selenium and silver)
☐ Metals –Hazardous Substance List -14 (antimony, arsenic, beryllium, cadmium,
chromium (speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel,
selenium, silver, thallium, and zinc)
☐ Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium
(speciated according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver,
thallium, and zinc)
☐ Pesticides
☐ PCBs
☒ Other Constituents & Analytical Method: No final grade/post-construction
sampling is necessary because shallow soil has already been assessed at the site, and most of the
site will be covered by an impervious surface (i.e. pavement and/or buildings).
OFFSITE TRANSPORT & DISPOSITION OF EXCAVATED SOIL
NOTE: Unless soil will be transported offsite for disposal in a permitted facility under applicable
regulations, no contaminated or potentially contaminated soil may leave the site without approval
from the brownfields program. Failure to obtain approval may violate a brownfields agreement,
endangering liability protections and making said action subject to enforcement. Justifications
provided below must be approved by the Program in writing prior to completing transport activities.
☒ Transport and dispose of impacted soil offsite (documentation of final disposition must be sent to
Brownfields Project Manager)
☒ Landfill – analytical program determined by landfill
☐ Landfarm or other treatment facility Click here to enter text.
☐ Use as Beneficial Fill Offsite – provide justification: Click here to enter text.
☐ Use as Beneficial Fill at another Suitable Brownfields Site – (Note: a determination that a
site is a “Suitable Brownfields” site will require, at a minimum, that similar concentrations of the same
or similar contaminants already exist at both sites, use of impacted soil as beneficial soil will not
increase the potential for risk to human health and the environment at that site, and that notarized
documentation of the acceptance of such soil from the property owner of the receiving site is
provided to Brownfields. Provide justification: It is not anticipated that impacted soil (if encountered)
will be required to be removed from the site for off-site disposal. However, if off-site disposal is
required, impacted soil will likely be disposed at a permitted landfill, which is expected to be Republic’s
Charlotte Motor Speedway Landfill in Concord, NC.

MANAGEMENT OF UTILITY TRENCHES
9
EMP Form ver.1, October 23, 2014
☐ 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? Result: Yes □ No □
If no, include rationale here. Click here to enter text.
If yes, provide specifications on barrier materials

Other comments regarding managing impacted soil in utility trenches: Although not anticipated, in
the event contaminated soil and/or vapors are encountered in utility trenches during redevelopment
activities, the trench will be evacuated and appropriate safety screening of the vapors will be
performed to protect workers. If results indicate further action is warranted in response to vapors to
protect workers, appropriate engineering controls (such as use of industrial fans) will be
implemented.

PART 2. GROUNDWATER – Please fill out the information below and attach figure showing
distribution of groundwater contaminants at site

What is the depth to groundwater at the Brownfields Property? Depth to groundwater ranges from
approximately 8 ft bgs to 15 ft bgs near the former Rail Off Loading area in the central portion of
the site and approximately 20 ft bgs near the former Buffing Dust Shed in the southern portion of
the site.

Is groundwater known to be contaminated by ☒onsite ☐ offsite ☐ both ☐ or unknown
sources? Describe source(s): Groundwater is impacted with chlorinated VOCs near the former Buffing Dust Shed above the 15A NCAC 2L Groundwater Standards (2L Standards). In
addition, groundwater is impacted with chlorinated VOCs and petroleum compounds above 2L
Standards near the former Rail Off Loading area and the former Naphtha UST. Petroleum free
product was previously identified near the former Naphtha UST.

What is the direction of groundwater flow at the Brownfields Property? Groundwater flow is to the
south near the former Rail Off Loading Area.

Will groundwater likely be encountered during planned redevelopment activities? ☒ Yes ☐ No
If yes, describe these activities: Goundwater may be encountered during strorm water management
construction activities. However, because groundwater impacts were not identified near proposed
construction areas, impacted groundwater is not expected to be a redevelopment issue.

In the event that contaminated groundwater is encountered during redevelopment activities (even if
no is checked above), list activities for contingent management of groundwater (e.g., dewatering of
10
EMP Form ver.1, October 23, 2014
groundwater from excavations or foundations, containerizing, offsite disposal, discharge to sanitary
sewer, or sampling procedures): Although not anticipated, if groundwater suspected to be
impacted (based on strong odor, unnatural color, sheen, etc.) is encountered during Site work, the
contractor will contact the project environmental engineer to observe the suspect condition. If the environmental engineer determines that the excavation likely contains impacted groundwater,
then appropriate worker safety measures will be undertaken to manage groundwater that gathers
in an open excavation within an area determined to be impacted during construction activities.
The accumulated water will be allowed to evaporate, tested (for VOCs, SVOCs, and/or HSL
metals) and disposed off-site (if impacted), tested and discharged to the storm sewer (if not impacted above DEQ surface water standards), or used for dust control at the Site.

PART 3. SURFACE WATER – Please fill out the information below.
Attach a map showing the location of surface water at the Brownfields Property.

Is surface water at the property known to be contaminated: ☐ Yes ☒ No

Will workers or the public be in contact with surface water during planned redevelopment activities?
☐ Yes ☒ No

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 impacted surface water run-
off gathers in an open excavation determined during construction to be impacted, appropriate
worker safety measures will be undertaken. The accumulated water will be allowed to evaporate,
tested and disposed off-site (if impacted), or tested and discharged to the storm sewer (if not
impacted above DEQ surface water standards), or used on-site for dust control.

PART 4. SEDIMENT – Please fill out the information below.
Is sediment at the property known to be contaminated: ☐ Yes ☒ No

Will workers or the public be in contact with sediment during planned redevelopment activities?
☐ Yes ☒ No

If yes, attach a map showing location of known contaminated sediment at the property.

In the event that contaminated sediment is encountered during redevelopment activities, list
activities for management of such events (stream bed disturbance): If impacted sediment is encountered or disturbed, impacted sediment will be managed in accordance with impacted soil management procedures described above.

PART 5. SOIL VAPOR – Please fill out the information below.
Do concentrations of volatile organic compounds at the Brownfields property exceed the following
vapor intrusion screening levels in the following media:
11
EMP Form ver.1, October 23, 2014

IHSB Residential Screening Levels:
Soil Vapor: ☐ Yes ☐ No ☒ Unknown
Groundwater: ☐ Yes ☐ No ☒ Unknown

IHSB Industrial/Commercial Screening Levels:
Soil Vapor: ☐ Yes ☐ No ☒ Unknown
Groundwater: ☐ Yes ☐ No ☒ Unknown

Attach a map showing the location of soil vapor contaminants that exceed site screening levels.

If applicable, at what depth(s) is soil vapor known to be contaminated? Because no buildings are
proposed in the redevelopment areas at the site, no vapor intrusion sampling has been conducted for
the redevelopment areas.

Will workers encounter contaminated soil vapor during planned redevelopment activities?
☐ Yes ☐ No ☒ Unknown

In the event that contaminated soil vapor is encountered during redevelopment activities (trenches,
manways, basements or other subsurface work, list activities for management of such contact: In the
unlikely event contaminated soil vapors are encountered during redevelopment activities, the work area will be evacuated and appropriate safety screening of the vapors will be performed. If results indicate further action is warranted, appropriate engineering controls (such as use of
industrial fans) will be implemented.

PART 6. SUB-SLAB SOIL VAPOR -please fill out the information below if existing buildings or
foundations will be retained in the redevelopment.

Are sub-slab soil vapor data available for the Brownfields Property? ☐ Yes ☒ No ☐ Unknown

If data indicate that sub-slab soil vapor concentrations exceed screening levels, attach a map showing
the location of these exceedances.

At what depth(s) is sub-slab soil vapor known to be contaminated? ☐ 0-6 inches ☐ Other, If other
describe:

Will workers encounter contaminated sub-slab soil vapor during planned redevelopment activities?
☐ Yes ☐ No ☒ Unknown

In the event that contaminated soil vapor is encountered during redevelopment activities, list
activities for management of such contact: Although not anticipated, in the event contaminated
soil vapors are encountered during redevelopment activities, the work area will be evacuated and
appropriate safety screening of the vapors will be performed. If results indicate further action is warranted, appropriate engineering controls (such as use of industrial fans) will be implemented.

12
EMP Form ver.1, October 23, 2014

PART 7. INDOOR AIR – Please fill out the information below .

Are indoor air data available for the Brownfields Property? ☐ Yes ☒ No ☐ Unknown

If yes, attach a map showing the location where indoor air contaminants exceed site screening levels.

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

In the event that contaminated indoor air is encountered during redevelopment activities, list
activities for management of such contact: Although not anticipated, in the event contaminated
vapors are encountered during redevelopment activities, the work area will be evacuated and
appropriate safety screening of the vapors will be performed. If results indicate further action is
warranted, appropriate engineering controls (such as use of industrial fans) will be implemented.

PART 8 – Vapor Mitigation System – Please fill out the information below .

Is a vapor intrusion mitigation system proposed for this Brownfields Property?
☐ Yes ☒ No ☐ Unknown

If yes, provide the date the plan was submitted to the Brownfields Program.
Not Applicable
Attach the plan.

Has the vapor mitigation plan been approved by the NC Brownfields Program?
☐ Yes ☐ No ☐ Unknown
Has the vapor mitigation plan been signed and sealed by a North Carolina professional engineer?
☐ Yes ☐ No

What are the components of the vapor intrusion mitigation system?
☐ Sub-slab depressurization system
☐ Sub-membrane depressurization system
☐ Block-wall depressurization system
☐ Drain tile depressurization system
☐ Passive mitigation methods
☐ Vapor barriers
☐ Perforated piping vented to exterior
☐ Other method: Because there are no buildings proposed in the redevelopment area, no vapor
mitigation system is planned for the site.

14
EMP Form ver.1, October 23, 2014

Brownfields Project Manager Date
August 30, 2016
SITE
0 2000 4000
APPROXIMATE
SCALE IN FEET
N
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
Charlotte West, North Carolina 1996
TITLE
PROJECT
SITE LOCATION MAP
PREMIER 485
1700 CONTINENTAL BLVD.CHARLOTTE, NC
DATE:
JOB NO:
REVISION NO:
FIGURE:
8-10-16 0
1LRC-003
REVISION NO. 0
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
LEGEND
SITE PROPERTY BOUNDARY
RAILROAD SPURS
LIVE AMMUNITION STORAGE
BUILDING FOR NAVAL AMMUNITIONS
DEPOT ON 1950s AERIAL PHOTO
APPROXIMATE LOCATION OF
FORMER RELEASE/ IMPACTED AREA
JOB NO. LRC-003
DATE: 8-10-16
FIGURE NO. 2
PREMIER 485
1700 CONTINENTAL BOULEVARD
CHARLOTTE, NORTH CAROLINA
SITE MAP
NOTES:
1.BASE MAP OBTAINED FROM MECKLENBURG CO. GIS
(2014).
2.NFA = NO FURTHER ACTION
PIONEER AVENUE
CONTINENTAL BOULEVARDI-485PHASE I
PHASE I
PHASE III
PHASE III
PHASE II
PHASE I
PHASE III
PHASE I
DUKE ENERGY
PROPERTY
ASBESTOS ROOFING
(REMOVED 2016)
REMOVED ASBESTOS
TRANSITE DEBRIS (2016)
BURNED RUBBER & ZINC
IMPACTS (REMOVED 2016)
SUBSURFACE TIRE/
DRUM DEBRIS (2016)
FORMER WASH RACKS
(NFA 6/24/10)
PETROLEUM FREE
PRODUCT IN MW-2 (2013)
FORMER BOILER DAY TANKS
(NFA 6/24/10)
FORMER NO. 6 FUEL AST
(NFA 12/14/09)
FORMER BUFFING DUST SHED-
CHLORINATED VOCs IN SOIL &
GROUNDWATER (NOT DELINEATED)
FORMER RAIL OFF-LOADING-
CHLORINATED VOCs IN GROUNDWATER;
IMPACTED SOIL MOSTLY REMOVED
FORMER NAPHTHA UST
NFA - NORP (SOIL & GROUNDWATER 2003)\\hhfs01.harthickman.local\masterfiles\AAA-Master Projects\LRC Patriot (LRC)\LRC-003 Continental EMP - bldg improvements\EMP\Figures\Site Map.dwg, FIG 2, 8/16/2016 1:06:21 PM, zbarlow

Appendix A
Building Improvement Plan Sheets
N
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
COVER SHEETSheet 1 of 26C1.0RevisionsPROJECT NAME: 1900 CONTINENTAL SITE IMPROVEMENTS OWNER/DEVELOPER: FOUNDRY COMMERCIAL PLANS PREPARED BY: BURTON ENGINEERING ASSOCIATES JURISDICTION: CITY OF CHARLOTTESETBACK REQUIREMENTSREAR YARD: 10 FT.LOT SIZE: 75.906 ACRES (TOTAL)REQUIRED BUFFERS:INTERIOR SIDE YARD: 5 FT.SIDE(STREET): NO/YES N/A FT. SIDE: NO/YES N/A FT.FRONT: NO/YES N/A FT. REAR: NO/YES N/A FT. BUILDING HEIGHT: VARIES FEET, STORIES: VARIES %8,/',1*&29(5$*(“64)7PETITION NO.: N/A TAX PARCEL: 20308301 & 20308304ZONING: I-2 ALL SIGNAGE WILL BE APPROVED AND PERMITTED SEPARATELY.SITE DEVELOPMENT PACKAGE FOR1900 CONTINENTALSITE IMPROVEMENTS1900 CONTINENTAL BLVD CHARLOTTE, NORTH CAROLINAEXISTING USE: WAREHOUSE / DISTRIBUTION / OFFICE WATERSHED DISTRICT: SUGARFEMA PANEL No.: 3710452000JFEMA DATE: 03/02/09FLOOD ZONE: X PROPERTYBUILDINGVICINITY MAPFRONT SETBACK: 20 FT.DEVELOPER:Foundry CommercialDan Heath121 W. Trade Street, Suite 2500Charlotte, NC 28202Phone: [phone]PROJECT CONTACT INFORMATIONENGINEER:Burton Engineering AssociatesGreg Welsh5950 Fairview Road, Suite 100Charlotte, NC 28210Phone: [phone]TOPOGRAPHIC SURVEY PROVIDED BY:EAS Professionals153 Brozzini Court, Suite CGreenville, SC 29615Phone: [phone] ‡ Fax: [phone]URBAN FORESTRY:City of Charlotte Land DevelopmentKelly Robertson600 East 4th Street, Lobby LevelCharlotte, NC 28202Phone: [phone]OWNER:REEP-LRC Industrial LLC51 Madison Avenue, 9th FloorNew York, NY 10010REGULATORY-UTILITY-MUNICIPALITY CONTACTSDATEISSUED FORDATE05/26/16CONSTRUCTION09/09/11SITE PLAN REV.08/14/1207/20/1510/19/12DRAWING RECORDPROJECT SUMMARYSeal05/26
/2016CONTRACTOR:TBDISSUED FORCITY REVIEWUSACE STREAM CROSSINGSITE PLAN REVIEWSITE PLAN REVIEWEROSION CONTROL:City of Charlotte Land DevelopmentJay Wilson600 East 4th Street, Lobby LevelCharlotte, NC 28202Phone: [phone]BOUNDARY/UTILITY SURVEY BY:EAS Professionals153 Brozzini Court, Suite CGreenville, SC 29615Phone: [phone] ‡ Fax: [phone]ZONING:City of Charlotte Land DevelopmentKam Merrell600 East 4th Street, Lobby LevelCharlotte, NC 28202Phone: [phone]BUILDING INSPECTIONS:City of Charlotte Land DevelopmentJohn LaMarre600 East 4th Street, Lobby LevelCharlotte, NC 28202Phone: [phone]/161 - 01/13/16 ADDITIONAL LANDSCAPINGENGINEERING:City of Charlotte Land DevelopmentRobbey Zink600 East 4th Street, Lobby LevelCharlotte, NC 28202Phone: [phone]TRANSPORTATION:Charlotte DOTRick Grochoske600 East 4th StreetCharlotte, NC 28202Phone: [phone]/15SCALE: 1" = 150'SITEINT
E
R
S
T
A
T
E

7
7CONTINENTAL BLVDPIONEER
AVEWESTINGHOUSE BLVDBROOKFORD ST
S T
R
Y
O
N

S
T
GR
A
N
I
T
E

S
T
1" = 1,200'(APPROX.)NINTERSTATE 485SHEETDRAWING TITLEORIG. DATELATEST REV/DATEDRAWING ISSUANCE RECORDC1.0COVER SHEETMay 26, 20161-01/13/16C1.1GENERAL NOTESCI-2.0CI-3.0PHASE I - SITE & UTILITY PLANCI-4.0PHASE I - GRADING & DRAINAGE PLANCI-5.0PHASE I - EROSION CONTROL PLANCI-6.0PHASE I - LANDSCAPE PLANC7.2GENERAL DETAILSC7.3GENERAL DETAILSC7.4STORMWATER DETAILSC7.1UTILITY DETAILSC7.0EROSION CONTROL DETAILSPHASE I - DEMOLITION PLANCII-2.0CII-3.0PHASE II - SITE & UTILITY PLANCII-4.0PHASE II - GRADING & DRAINAGE PLANCII-5.0PHASE II - EROSION CONTROL PLANCII-6.0PHASE II - LANDSCAPE PLANPHASE II - DEMOLITION PLANCIII-2.0CIII-3.0PHASE III - SITE & UTILITY PLANCIII-4.0PHASE III - GRADING & DRAINAGE PLANCIII-5.0PHASE III - EROSION CONTROL PLANCIII-6.0PHASE III - LANDSCAPE PLANPHASE III - DEMOLITION PLANC1.2PHASE KEY SHEETC1.3IMPERVIOUS AREA PLANMay 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016May 26, 2016CI-4.1PHASE I - STORMWATER MANAGEMENTMay 26, 2016C1.4MASTER PARKING PLANMay 26, 2016ORIGINAL PARCEL ID NUMBER(S):DEVELOPMENT TYPE:SUBJECT TO PCCO? Y/N IF NO, WHY?WATERSHED:DISTURBED AREA (AC):SITE AREA (AC):TOTAL ON-SITE DRAINAGE AREA (AC):EXISTING BUILT-UPON-AREA (SF):EXISTING BUA TO BE REMOVED (SF):EXISTING BUA TO REMAIN (SF):PROPOSED NEW BUA (SF):PROPOSED % BUA:DENSITY (HIGH / LOW)TOTAL POST-PROJECT BUA FOR SITE:DEVELOPMENT OR REDEVELOPMENT?NATURAL AREA REQUIRED (AC):NATURAL AREA PROVIDED (AC):TOTAL STREAM BUFFER PROTECTED ON-SITE (AC):TRANSIT STATION AREA? Y/NDISTRESSED BUSINESS DISTRICT? Y/NMITIGATION TYPE (IF APPLICABLE)NATURAL AREA MITIGATION? Y/NBUFFER MITIGATION? Y/NTOTAL PHOSPHOROUS MITIGATION? Y/NPCCO SUMMARY20308301 & 20308304INDUSTRIAL (ZONED 1-2)YESSUGAR16.7 AC75.906 AC26.0 AC2,569,245 SF62,754 SF2,506,491 SF135,398 SF79.9%HIGH2,641,889 SFREDEVELOPMENTEXEMPT (ZONED I-2)N/AEXEMPT (ZONED I-2)NONOPROPOSED SAND FILTER & DRY DETENTIONEXEMPT (ZONED I-2)NOEXEMPT (ZONED I-2)CITY REVIEW*5266)/225$5($“64)7
N
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
GENERAL NOTESSheet 2 of 26C1.1RevisionsSeal05/26
/20161.ALL CONCRETE SIDEWALKS SHALL BE FULL 4" THICK 4000 PSI CONCRETEW/1" DEEP GROOVE CONTROL JOINTS AT INTERVALS INDICATED ON SITE &UTILITY PLAN. PROVIDE EXPANSION JOINTS ADJACENT TO ALL RIGIDSTRUCTURES. EXPANSION JOINT SPACING SHALL NOT EXCEED 30'.2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.3.SEE ARCHITECTURAL PLAN FOR EXACT LOCATION & SIZE OF WATER,SEWER CONNECTIONS & ROOF DOWNSPOUTS.4.SEE ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS, FEATURES, STAIRS& HANDRAILS, ETC.5.DRIVEWAYS SHALL BE CONSTRUCTED TO STATE & LOCAL CODES.6.ACCESSIBLE PARKING:a. AN ACCESSIBLE PARKING SPACE SHALL HAVE NO GREATER SLOPETHAN 1/4" PER FOOT ACROSS THE SPACE.b. HANDRAILS ARE TO BE PROVIDED ON ACCESSIBLE RAMPS WITH A DROPOF 2" OR MORE.c. MAX. SLOPE FOR AN ACCESSIBLE ROUTE (SIDEWALK) SHALL BE 5.0%(1:20).d. ALL ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVEDRESERVED PARKING SPACE SIGNS AS PRESCRIBED BY THE S.C.D.O.T.MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES & APPROVED FORUSE UNDER S.C. GENERAL STATUTE R7-8, R7-8D "PENALTY" SIGN &HERE APPLICABLE, "VAN ACCESSIBLE" SIGN.7.THE CONTRACTOR SHALL VISIT THE SITE & FAMILIARIZE HIMSELF WITH THEEXISTING CONDITIONS BEFORE SUBMITTING HIS BID.8.ALL DISTANCES & DATA SHALL BE CHECKED BY THE CONTRACTOR PRIORTO THE START OF CONSTRUCTION, IN CASE OF CONFLICT, THE ENGINEERSHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATIONS MAY BE MADEPRIOR TO THE START OF WORK.9.THE PROPOSED GRADES AS SHOWN IN THESE PLANS ARE THE FINISHEDGRADES UNLESS OTHERWISE NOTED.10.THE CONTRACTOR SHALL SUPPLY & ESTABLISH SURVEY CONTROL,INCLUDING THE HORIZONTAL & VERTICAL CONTROL POINTS. THECONTRACTOR SHALL MAINTAIN THIS CONTROL & PROVIDE ALLBENCHMARKS, STAKES, GRADES, LEVELS, & LINES NECESSARY FORCONSTRUCTION. CONTRACTOR(S) SHALL PROVIDE ADEQUATESUPERVISION TO PREVENT DAMAGE & MOVEMENT FROM EQUIPMENTWORKING AROUND CONSTRUCTION STAKES. THESE CONSTRUCTIONSTAKES SHALL REMAIN IN PLACE & BE PROTECTED UNTIL OWNERAPPROVES THEIR REMOVAL. ANY STAKES THAT HAVE BEEN DISPLACED ASA RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY ALICENSED LAND SURVEYOR ENGAGES BY THE CONTRACTOR AT NO COSTTO THE OWNER.11.ALL EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTIONOPERATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION TO THESATISFACTION OF THE OWNER.12.ALL EXISTING PAVEMENT & CONCRETE TO BE JOINED SHALL BE SAW-CUT.13.BURNING ON, OR NEAR THE JOB SITE WILL NOT BE PERMITTED.14.ALL FILL SHALL BE COMPACTED TO 95% PER ASTM D 698. SEEGEOTECHNICAL REPORT FOR ADDITIONAL FILL REQUIREMENTS.15.UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CLEAN THEENTIRE SITE OF ALL CONSTRUCTION RELATED MATERIAL & DEBRIS.16.LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIORTO START OF CONSTRUCTION.17.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ONADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFFSITEGRADING, WRITTEN PERMISSION MUST BE OBTAINED FROM THE AFFECTEDPROPERTY OWNER(S).18.COORDINATE ALL CURB & STREET GRADES IN INTERSECTION WITH CITY OFCHARLOTTE & NCDOT INSPECTOR.19.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF0.5% ON CURB.20.INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OFCONSTRUCTION. SEE SHEETS CI-5.0, CII-5.0 & CIII-5.0 FOR EROSIONCONTROL PLANS.21.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES &OTHER ABOVE & BELOW-GRADE IMPROVEMENTS ARE APPROXIMATELY ASSHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEEXACT LOCATION, SIZE & INVERT ELEVATIONS OF SUCH PRIOR TO STARTOF CONSTRUCTION.22.PE SEALED SHOP DRAWINGS FOR RETAINING WALL(S) MUST BE SUBMITTEDTO CITY OF CHARLOTTE AND/OR MECKLENBURG COUNTY ENGINEER PRIORTO CONSTRUCTION.23.NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THER/W REQUIRE A R/W ENCROACHMENT AGREEMENT WITH THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.24.THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. IT ISSPECIFICALLY UNDERSTOOD THAT HE DOES NOT UNDERTAKE NORASSUME ANY OBLIGATION FOR SUPERVISION OF CONSTRUCTION, SAFETYMEASURES TAKEN DURING THE COURSE OF CONSTRUCTION.RESPONSIBILITY FOR SCHEDULING THE WORK FOR INSURING COMPLETECOMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODEREQUIREMENTS, RULES & REGULATIONS OF ANY PUBLIC OR PRIVATEAUTHORITY HAVING JURISDICTION OVER THE WHOLE OR ANY PART OF THEWORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES, ASSUMES,NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THECONTRACTOR.25.ALL CONSTRUCTION SHALL MEET CITY OF CHARLOTTE, STATE OF NORTHCAROLINA & ALL OTHER APPLICABLE STANDARDS.26.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 811. IT'S THELAW.27.ALL STORM STRUCTURES AND GRATES SHALL BE TRAFFIC RATED.GENERAL NOTES1.CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES& GOVERNMENT AGENCIES PRIOR TO COMMENCEMENT OF WORK.2.DIMENSIONS TO, OR COORDINATES OF MANHOLES, VALVES, PIPELINES,ETC., ARE TO CENTERLINE UNLESS OTHERWISE NOTED.3.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALLFAMILIARIZE HIMSELF WITH THE THE JOB SITE & LOCATION OF ALLEXISTING FACILITIES & UNDERGROUND UTILITIES SHOWN OR NOT SHOWNON THESE PLANS. THE CONTRACTOR WILL BE UNILATERALLYRESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES ORUNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESEPLANS; & IF DAMAGED, THEY SHALL BE REPAIRED OR REPLACED TO THESATISFACTION OF THE OWNER AT NO COST TO THE OWNER.4.THE CONTRACTOR SHALL RE-SET ALL MANHOLE COVERS, CATCH BASINGRATES & ANY OTHER UTILITY ACCESS COVERS TO FINISHED PAVEMENTSURFACE OR SIDEWALK GRADE.5.THE CONTRACTOR SHALL PROTECT UNDERGROUND UTILITIES & THEIRAPPURTENANCES TO REMAIN ON SITE FROM DAMAGE DURINGCONSTRUCTION OPERATIONS.6.6(:(5&/($1287672%(3529,'('$7$//%(1'621‘25/(66/,1(6&/($128766+$//%(3529,'('(9(5<
21‘/,1(6 ‘LINES. SEWER LATERALS TO BE PLACED AT A MIN. SLOPE OF 1/4" PER FOOT21‘/,1(6 3(5)22721‘/,1(67.WHEN WATER MAIN IS ABOVE SEWER, BUT WITH LESS THAN 18"CLEARANCE, OR WHEN THE SEWER IS ABOVE THE WATER MAIN, BOTHWATER MAIN & SEWER LINE SHALL BE CONSTRUCTED OF FERROUSMATERIALS WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR AMINIMUM LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO THESEWER, OF 10' ON EACH SIDE OF THE CROSSING WITH FULL SECTIONSCENTERED AT THE POINT OF CROSSING.8.UPON COMPLETION OF CONSTRUCTION & BEFORE ACTIVATION OF SEWERLINES & WATER MAINS, THE CONTRACTOR SHALL PROVIDE AS-BUILTSURVEY INFORMATION (PERFORMED BY LICENSED N.C. SURVEYOR) TOTHE ENGINEER.9.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASSPIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHERWATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINEBETWEEN ANY WATER METER & ITS CMUD-REQUIRED BACKFLOWPREVENTER.10.CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY TORELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICHCONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECTMUST BE RELOCATED, & SHALL BE INCLUDED IN THE CONTRACTORS BID.11.ALL CONSTRUCTION SHALL MEET CMUD AND NCDENR STANDARDS.12.CONTRACTOR IS RESPONSIBLE FOR TERMINATING EXISTING AND UNUSEDWATER AND SEWER SERVICES. TERMINATION TO BE TO CMUD ANDNCDENR STANDARDS.13.ALL ON-SITE PRIVATE WATER AND SEWER LINES TO BE MAINTAINED BYOWNER.14.ALL STANDARD NCDENR/CMUD UTILITY SEPARATIONS MUST BE PROVIDEDFOR WATER AND SEWER MAINS.UTILITY NOTES1.ALL "STD." NUMBER REFER TO THE CITY OF CHARLOTTE LANDDEVELOPMENT STANDARDS MANUAL2.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMITFROM THE ZONING ADMINISTRATOR.3.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS AVIOLATION OF THE EROSION CONTROL ORDINANCE AND IS SUBJECT TO AFINE.4.GRADING MORE THAT ONE ACRE WITHOUT AN APPROVED EROSIONCONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROLORDINANCE AND IS SUBJECT TO A FINE.5.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALLSLOPE STEEPER THAN 3:1 (H:V) SHALL BE PROVIDED TEMPORARY ORPERMANENT STABILIZATION WITH GROUND COVER AS SOON ASPRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THELAST LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BEPROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUNDCOVER AS SOON AS PRACTICABLE BY IN ANY EVENT WITHIN 14 CALENDARDAYS FROM THE LAND DISTURBING ACTIVITY.6.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BEREQUIRED BY A REPRESENTATIVE OF THE CITY ENGINEERINGDEPARTMENT..7.SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. SLOPES GREATER THAN10' REQUIRE ADEQUATE TERRACING. FILL SLOPES GREATER THAN 10'REQUIRE ADEQUATE TERRACING. SOILS ENGINEER TO VERIFY STABILITYOF SLOPES GREATER THAN 2:1.8.A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDINGONE ACRE NOT PREVIOUSLY APPROVED.9.TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES INNCDOT RIGHT-OF-WAY MUST BE PRESENTED AT PRE-CONSTRUCTIONMEETING.10.ALL EMBANKMENTS MUST BE CONSTRUCTION PER SECTION 4.0.6EMBANKMENT REQUIREMENTS IN THE BMP DESIGN MANUAL (IFAPPLICABLE).GENERAL EROSION CONTROL NOTES1.ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SETFORTH IN THE AMERICAN STANDARDS FOR NURSERY STOCK BY THEAMERICAN ASSOCIATION OF NURSERYMEN, INC., WASHINGTON, D.C.2.ALL PLANTS SHALL BE COMPACT, UNIFORM, & WELL GROWN. PLANTSSHALL NOT BE LOOSE, OPEN PLANTS. THE CLIENT'S LANDSCAPEARCHITECT RESERVES THE RIGHT, IN OUR SOLE OPINION, TO REJECT ANY& ALL MATERIALS WHICH DO NOT MEET THESE REQUIREMENTS.3.ALL PLANTING BEDS SHALL BE MULCHED A MINIMUM OF 4" WITH PINENEEDLE MULCH.4.ALL PLANTS SHALL BE FREE FROM DISEASE, INSECT INFESTATIONS, &INJURIES.5.ALL PLANT BEDS SHALL HAVE A 4" V-CUT TRENCH INSTALLED AT THEPERIMETER OF THE BED.6.CONTRACTOR MUST PROVIDE A ONE YEAR WRITTEN GUARANTEE FOR ALLPLANT MATERIALS FROM THE DATE OF FINAL ACCEPTANCE BY THELANDSCAPE ARCHITECT.7.THE SPECIES, VARIETIES, & SIZE LISTED SHALL BE PROVIDED ASSPECIFIED. SUBSTITUTIONS WILL BE PERMITTED ONLY UPON WRITTENAPPLICATION BY THE CONTRACTOR TO THE LANDSCAPE ARCHITECT, &WHEN APPROVAL BY SAID LANDSCAPE ARCHITECT IS IN WRITING.8.SYMBOLS: B&B = BALLED & BURLAPPED; O.C. = ON CENTER; GAL. = GALLONCONTAINER, M.S. = MULTI-STEM; HT. = HEIGHT, CAL. = CALIPER.9.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALLPLANTS ILLUSTRATED ON THE PLANTING PLAN. IF ANY DISCREPANCIESEXIST BETWEEN THE QUANTITIES LISTED ON THE PLANT LIST & THEQUANTITIES SHOWN ON THE PLAN, THE CONTRACTOR SHALL PROVIDE ALLQUANTITIES ILLUSTRATED ON THE PLAN. IF ANY PLANTS ARE SHOWN NOTLABELED, THE CONTRACTOR SHALL VERIFY THE PLANT IDENTITY WITH THELANDSCAPE ARCHITECT & THESE PLANTINGS SHALL BE INCLUDED IN THECONTRACTOR'S INITIAL BID.10.SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD & CULTIVATEDTHOROUGHLY BY A MECHANICAL TILLER INTO THE TOP 12" OF SOILTHROUGHOUT SHRUB BEDS.11.THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPEARCHITECT & THE OWNER IN WRITING OF ALL SOIL CONDITIONS THECONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANTMATERIALS. PROPER DRAINAGE MUST BE ASSURED.12.FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE &CONSTRUCTION DEBRIS BEFORE PREPARING SOIL & PLANTING TREES.13.REMOVE COMPACTED SOIL & ADD 24" NEW TOPSOIL/PLANTING MIX ORUNCOMPACT & AMEND TOP 24" OF EXISTING SOIL TO MEETTOPSOIL/PLANTING MIX STANDARDS FOR TREES.14.ALL STRAPPING & TOP 2/3 OF WIRE BASKET MUST BE REMOVED FROMROOT BALL PRIOR TO BACK FILLING PLANTING PIT. REMOVE TOP 1/3 OFBURLAP FROM ROOT BALL.15.ALL SIGNAGE & SITE LIGHTING TO BE COORDINATED AROUND THE TREESLOCATED ON THE PLANTING PLAN. ALL TREES SHOWN ON THE PLANTINGPLAN MUST GO IN AS SPECIFIED. ANY CHANGES TO THE PLANTING PLANCOULD RESULT IN A DELAY IN RECEIVING & OCCUPANCY PERMIT.16.CONSULT PLANT LIST FOR PLANT SIZES & SPECIFICATIONS.17.CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TOINSTALLATION. NOTIFY ARCHITECT IF FIELD CONDITIONS WARRANTADJUSTMENT OF PLANT LOCATIONS.18.CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON PLANS.QUANTITIES ARE FOR CONVENIENCES ONLY.19.MULCH TO BE PINE NEEDLES OR SEASONED MULCH.20.GENERAL CONTRACTOR TO SEED ALL DISTURBED AREAS BEYONDPARKING LOT PERIMETER. LANDSCAPE CONTRACTOR SHALL SEED ALLAREAS WITHIN PARKING AS NOTED.21.CONTRACTOR MAY CONTACT THE COUNTY INSPECTOR FOR APRELIMINARY MEETING TO NEGOTIATE CREDIT FOR EXISTING TREES INTHE BUFFER AREA.22.COORDINATE LIGHTING PLAN WITH LANDSCAPE PLAN.LANDSCAPE NOTES1.AREAS TO BE SEEDED SHALL BE RIPPED OR TILLED AND SPREAD WITHAVAILABLE TOPSOIL 4" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE6".2.ROCKS, ROOTS & OTHER OBSTRUCTIONS & CONSTRUCTION DEBRIS SHALLBE REMOVED FROM THE SURFACE OF THE SEEDBED. SURFACE OFCOMPLETED PREPARED SEEDBED SHALL BE LOOSE SMOOTH & UNIFORM.CONTRACTOR SHALL TILL, DISC AND/OR HARROW IF NECESSARY TOACHIEVE THIS.3.IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME SHALL BE APPLIEDACCORDING TO THE SEEDING SPECIFICATIONS.4.IF SOIL TEST IS TAKEN, APPLY FERTILIZER AND LIME IN ACCORDANCEW/SOIL TEST RECOMMENDATIONS.5.LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THESOIL DURING SEEDBED PREPARATION.6.IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH A THINDENSE LAYER OF CLEAN WHEAT STRAW.SEEDBED PREPARATION1.ALL EROSION SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED ATLEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF ANYSTORM EVENT OF GREATER THAN 1/2" RAIN IN A 24 HOUR PERIOD. A RAINGAUGE SHALL BE MAINTAINED ON THE SITE AND A RECORD OF THERAINFALL AMOUNTS AND DATES SHALL BE KEPT.2.A RECORD OF INSPECTIONS BY THE CONTRACTOR SHALL BE KEPT ANDMADE AVAILABLE TO THE INSPECTOR UPON REQUEST. VISIBLESEDIMENTATION FOUND OUTSIDE THE DENUDED AREA LIMITS SHALL BERECORDED AND A BRIEF EXPLANATION KEPT WITH THE RECORDS AS TOTHE MEASURES TAKEN TO CONTROL FUTURE RELEASES. ANY MEASURESTAKEN TO CLEAN UP THE SEDIMENT THAT HAS LEFT THE DENUDED AREALIMITS SHALL ALSO BE RECORDED.EROSION CONTROL MAINTENANCE NOTESNOTE:PER SECTION 18-175(e) OF CITY CODE AND SECTION 10.0 OF THE CITY'SPOST CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL, ALLREQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLSEASEMENTS (PCCEs) MUST BE RECORDED PRIOR TO ISSUANCE OF THECERTIFICATE OF OCCUPANCY.1.LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIORTO START OF CONSTRUCTION.2.THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK OR BACKWASHCHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THECHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNKAND OTHER ACCUMULATIONS.3.PE SEALED SHOP DRAWINGS FOR RETAINING WALL(S) MUST BE SUBMITTEDTO THE CITY ENGINEER PRIOR TO CONSTRUCTION.4.APPROVAL OF THIS SITE & UTILITY PLAN IS NOT AN AUTHORIZATION TOGRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANTOFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTEDPROPERTY OWNERS.5.ALL "STD." NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENTSTANDARDS MANUAL.6.NON-STANDARD ITEMS(i.e.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THERIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENTWITH THE CHARLOTTE D.O.T. BEFORE INSTALLATION.7.ALL DEVELOPMENT CREATING A TOTAL OF 20,000 S.F. OF IMPERVIOUSAREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGEDETENTION.8.THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDESTORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THEEASEMENT AREA. ANY OTHER OBJECTS WHICH IMPEDE STORM WATERFLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.9.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5%SLOPE OF THE CURB.GENERAL GRADING NOTES
N
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE KEY SHEETSheet 3 of 26C1.2RevisionsSeal05/26
/2016PHASE IIIPHASE IPHASE IIPHASE I(CI-2.0 DEMO & CI-6.0 LANDSCAPE INSET 'B')PHASE I(CI-2.0 DEMO INSET 'A')TRUENORTHPLANNORTHWEDRAWING INFORMATIONPHASE IPHASE III(INSET 'A')PHASE III(INSET 'B')
N
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
IMPERVIOUS AREA
PLANSheet 5 of 26C1.3RevisionsSeal05/26
/2016DEMOLITION LEGENDEXISTING IMPERVIOUS TO BE REMOVEDEXISTING IMPERVIOUS TO REMAINNEW IMPERVIOUSTRUENORTHPLANNORTHWEDRAWING INFORMATIONNEW IMPERVIOUSIMPERVIOUS CALCULATIONSTOTAL PROPERTY75.91 AC = 3,306,640 SFEXISTING IMPERVIOUS (TOTAL)2,569,245 SF2,569,245 / 3,306,640 = 0.77777.7 % IMPERVIOUS EXISTINGEXISTING IMPERVIOUS (REMAINING)2,506,491 SFPROPOSED IMPERVIOUS (REMOVED) 62,754 SFPROPOSED IMPERVIOUS (NEW) 135,398 SFTOTAL IMPERVIOUS 2,641,889 SFTOTAL PERVIOUS 664,751 SFTOTAL IMPERVIOUS 2,641,889 / 3,306,640 = 0.79979.9 % IMPERVIOUS TOTAL
N
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
MASTER PARKING PLANSheet 4 of 26C1.4RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONPARKING TABULATIONWarehouseOfficeTotalPROVIDEDTENANTTOTAL (SF)WAREHOUSE (SF)PARKING RATIO(PER 1000SF)PARKINGREQUIREDOFFICE (SF)PARKING RATIO(PER 1000SF)PARKINGREQUIREDTOTAL (SF)PARKINGREQUIREDPARKING RATIO(PER 1000SF)PARKINGPROVIDEDRATIO PROVIDED(PER 1000SF)CONTINENTAL 818,214 808,214 0.25/1000202 10,000 1.0/40025 818,2142270.282290.28SNYDERS-LANCE 253,464 250,96463 2,5006 253,464690.27730.29SNAP AV 123,000 121,00030 2,0005 123,000350.291020.83DEUFOL 155,000 150,50038 4,50011 155,000490.32510.334 STORY STUCCO BUILDING 136,848 ----- ----- 136,848342 136,8483422.506544.78TOTAL 1,486,526 1,330,678332.6695 155,848389.62 1,486,5267220.4911090.75
X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
XSIGN
Chain Link FenceR/WR/WR/W~ Asphalt ~~ Asphalt ~~ Asphalt ~Concrete CurbConcrete CurbConcrete CurbConcrete Curb
Concrete CurbConcrete CurbSDR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSIGNWWWWWWWWWWWWWWWWWW ELEC.BOXELEC.BOXR/WR/WR/WChain Link Fence CONCPADEdge of AsphaltEdge of Asphalt~ Asphalt ~SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMHTOP=614.91IE= 609.07SSMHTOP=617.52IE= 610.67IE= 610.66SSMHTOP=621.23IE= 612.58IE= 612.92IE= 612.18IE= 612.18SSMHTOP=622.67IE= 613.22IE= 613.15IE= 618.41SSMHTOP=625.09IE= 614.14IE= 610.64IE= 620.69SSCBTOP=624.79IE= 620.90CBTOP=623.60IE= 619.94IE= 619.68CBTOP=620.64IE= 617.20SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD15" RCP18" RCP18" RCP36" RCP15" RCPSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS12323112312312344321SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDCBTOP=619.68IE= 615.29IE= 614.78IE= 614.69123123IE=614.35CBTOP=621.93IE= 615.84IE= 615.77CBTOP=626.72IE= 617.37(TYP)
3" BOLL
(TYP)
3" BOLL36" RCP48" RCP48" RCP48" RCP48" RCPCBTOP= 627.48IE= 617.15IE= 617.06CBTOP= 627.48IE= 616.51IE= 616.50CBTOP= 627.55IE= 615.78IE= 615.55IE=614.55IE=620.381" PVC36" RCPFIRESPIGOTRIP RAPOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHULPLPLPLPLPDETENTIONPONDTRASHCOMPACTORSTEPSMAILBOXSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS
SD SD SD SD
CBTOP= 627.96IE= 620.75IE= 624.00SDMHTOP= 628.74IE= 625.57IE= 624.35IE= 623.38IE= 623.12123441238
"
P
V
C
8" CLAYSSMHTOP=621.65IE= 617.38IE= 617.388" CLAY1" STEEL10" STEEL 8"

P
I
P
E 12" STEEL4" PVCSSMHTOP=628.82IE= 620.53CLEAN/OUTMANHOLECLEAN/OUTMANHOLECLEAN/OUTMANHOLEOHUOHUOHUWV PITWV PIT10" CLAY10" CLAY8" CLAY8" CLAY8" CLAY8" CLAY18" RCPRIP RAPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWW
SS SS SS SS
SSSDSDSDSDSDSD36
"
RCPNOT FIELD VERIFIEDNOT F
IELD
VER
IF
IED
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W
SD SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD18" RCP (NOT FIELD VERIFIED)18" RCP

(NOT
F
IELD
VER
IF
IED
)CONTINENTAL BOULEVARD(60' PUBLIC ROW)CONTINENTAL BOULEVARDNOT FIELD VERIFIEDEXISTING PROPERTY LINEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEX XXXXX X X X X X X X XSTEPS OHUOHUOHUOHUOHUOHUOHUOHUPADTRANSW W W W W W W WPHASEPHASEPHASEPHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEX X X XXXXXXXXXXXXXOHUXXOHUOHUOHUOHUOHUOHUOHUOHUWWWWWWWWWWWW PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEN
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE I
DEMOLITION PLANSheet 6 of 26CI-2.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONDEMOLITION LEGEND- EXISTING INFRASTRUCTURE TO BE REMOVED- EXISTING MISC. & UTILITIES TO BE REMOVEDLOC- PROPOSED LIMITS OF CONSTRUCTION- EXISTING TREE TO BE REMOVEDTPTP- PROPOSED TREE PROTECTIONCOORDINATE CLOSELY WITH UTILITYCOMPANIES TO AVOID DISRUPTION OFSERVICE. CONTACTS LISTED ON COVERSHEET.NOTE:COORDINATE DEMOLITION WITHEROSION CONTROL INSPECTORNOTE:CONTRACTOR RESPONSIBLE FOROBTAINING DEMOLITION PERMIT(S)NOTE:ALL WORK IN CITY OF CHARLOTTER/W IS SUBJECT TO ENCROACHMENTPERMIT AND DRIVEWAY PERMITCONDITIONSPHASE I INSET 'B'SCALE: 1" = 40'PHASE I INSET 'A'SCALE: 1" = 40'EXISTING WATERLINETO BE CAPPED AND ABANDONED IN PLACE ONCENEW FIRE PUMP IS INSTALLED. FILL WITH FLOWABLEFILL. CONTRACTOR TO DETERMINE EXTENTS OFPIPING PRIOR TO FILLING (NOT FIELD VERIFIED).EXISTING CURB & GUTTER & ASPHALTTO BE REMOVED ONCE NEW EMPLOYEE ENTRANCE ISCONSTRUCTED. SAWCUT EDGES. NOTIFY CITY OFCHARLOTTE PRIOR TO BEGINNING WORK WITHIN PUBLICROW. CONTRACTOR SHALL PROVIDE NECESSARYMAINTENANCE OF TRAFFIC PER CITY REQUIREMENTSEXISTING CURB & GUTTER & ASPHALTTO BE REMOVED. SAWCUT EDGES.EXISTING CURB & GUTTERTO BE REMOVED. SAWCUT EDGES.EXISTING STORM PIPETO BE REMOVED.EXISTING HYDRANTTO BE REMOVED AND SALVAGED.EXISTING STORM PIPETO BE REMOVED.EXISTING RIPRAPTO BE REMOVED.EXISTING SIGNTO BE RELOCATED.EXISTING PIV & BOLLARDSBOLLARDS TO BE REMOVED. PIV TOBE CONVERTED TO ROAD BOX.EXISTING WATERTANKTO BE REMOVED. SEE SHEET C1.2FOR LOCATION REFERENCE.EXISTING WATERTANKTO BE REMOVED. SEE SHEET C1.2FOR LOCATION REFERENCE.EXISTING ABANDONED SANITARY SEWERTO BE REMOVED.EXISTING CURB & GUTTERTO BE REMOVED. SAWCUT EDGES.EXISTING CONCRETE PADTO BE REMOVED.EXISTING DOWNSPOUTSAND ABANDONED UNDERGROUNDPIPING TO BE REMOVED.EXISTING DOWNSPOUTSAND ABANDONED UNDERGROUNDPIPING TO BE REMOVED.EXISTING ROOF DRAIN LEADTO BE REPLACED (FIELD VERIFYLOCATION, SIZE, AND DEPTH).EXISTING MAILBOXTO BE RELOCATED.EXISTING SANITARY SEWER MANHOLERIM TO BE ADJUSTED TO MATCH FINISHEDGRADE.PORTION OF EXISTINGDETENTION PONDTO BE FILLED TO MATCHPROPOSED GRADES.EXISTING FDC DRY LINETO BE REROUTED AS NECESSARY(LOCATION NOT FIELD VERIFIED).EXISTING PIV & BOLLARDSBOLLARDS TO BE REMOVED. PIV TOBE CONVERTED TO ROAD BOX.EXISTING CURB INLETTO BE CONVERTED TO DROPINLET OR RELOCATED (LOCATIONNOT FIELD VERIFIED).EXISTING ASPHALTTO BE SAWCUT AND REMOVED FORINSTALLATION OF FIRE LINE. SEE SHEETCI-3.0 FOR FIRE LINE LOCATION.EXISTING CATCH BASIN & STORMPIPETO BE REMOVED.EXISTING OUTLET STRUCTUREAND STORM PIPESTO BE REMOVED.EXISTING STORM MANHOLEAND STORM PIPESTO BE REMOVED.LOCATION OF NEW EMPLOYEE ENTRANCE
X X X X X
X
X
X
X
XSIGNR/WR/WR/W~ Asphalt ~Concrete CurbConcrete CurbConcrete CurbConcrete CurbR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WWWWWWWWWWWWWWWWWWW ELEC.BOXELEC.BOXR/WR/WR/WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMHTOP=614.91IE= 609.07SSMHTOP=617.52IE= 610.67IE= 610.66SSMHTOP=621.23IE= 612.58IE= 612.92IE= 612.18IE= 612.18SSMHTOP=622.67IE= 613.22IE= 613.15IE= 618.41SSMHTOP=625.09IE= 614.14IE= 610.64IE= 620.69SSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS12323112312312344321SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDFIRESPIGOTOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHULPLPLPLPLPTRASHCOMPACTORSTEPSSSSSSSSS SS SS SS SS SS SS SS SS SS SS
SD SD SD SD
8" CLAYSSMHTOP=621.65IE= 617.38IE= 617.388" CLAYSSMHTOP=628.82IE= 620.53CLEAN/OUTMANHOLECLEAN/OUTMANHOLECLEAN/OUTMANHOLEOHUOHUOHUWV PITWV PIT10" CLAY10" CLAY8" CLAY8" CLAY8" CLAYWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWW
SS SS SS SS
SSSDSDSDSDSDSDW
W
W W W W W W W W W W
SDSDSDSDSDSDSDSDSDSDSDCONTINENTAL BOULEVARD(60' PUBLIC ROW)CONTINENTAL BOULEVARDEXISTING PROPERTY LINEFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW FW FW
FW
FW FW
FW
FW
FW
FW FW FW FW FW FW FW
XXXXXXXXXXXXXXXXXXXXXFW FW FW FW
50'FWFWFWFWFW
FWFWFW FW FW FW FW
FW
FW
FW
FW
FW FW FWFW FW FW FW
FW50'PHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE26927409'18'
24'24'24'30'12'12'20'24'5'5'9'18'30'10'
6'
R15'R30'42PROPOSED PROPERTY LINEPROPOSED PROPERTY LINEN
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE I
SITE & UTILITY PLANSheet 7 of 26CI-3.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONWWWWWFWFWFWPAVEMENT HATCH LEGENDNORMAL DUTY ASPHALTHEAVY DUTY ASPHALTEXISTING HEAVY DUTY ASPHALT(TO BE VERIFIED)5" PORTLANDCEMENT (4,000 PSI@ 28 DAYS)COMPACTEDSUBBASE* - PAVEMENT SECTION BASED ON PREVIOUS SITE IMPROVEMENT PLANS DATED 2010 BY ESPASSOCIATES. CONTRACTOR SHALL PROVIDE OWNER WITH MATERIAL TESTING REPORTS BY ACERTIFIED TESTING COMPANY.HEAVY DUTY CONCRETE PAVEMENT SECTION*4" CABC STONE - FINAL LIFT OF SURFACE COURSE TO BE APPLIED AFTER 75% DEVELOPMENT OCCUPANCY OR1 YEAR FROM INTERMEDIATE COURSE PLACEMENT (WHICHEVER OCCURS FIRST) - 8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBG TYPE B25.0B SHOULD ENTIREDEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN AN ALTERNATE BASE COURSEPAVEMENT DESIGN MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.* - PAVEMENT SECTION BASED ON PREVIOUS SITE IMPROVEMENT PLANS DATED 2010 BY ESPASSOCIATES. CONTRACTOR SHALL PROVIDE OWNER WITH MATERIAL TESTING REPORTS BY ACERTIFIED TESTING COMPANY.NORMAL DUTY PAVEMENT SECTION*6COMPACTEDSUBBASETACK COAT (IFREQUIRED)1" SF 9.5A8" CABC STONE1.5" S9.5A, S9.5B - PAVEMENT SECTION OF 6.5" ASPHALT AND 10" STONE ASSUMES A CBR OF 4.8. SUBGRADESOIL CONDITIONS AND CBR VALUES SHALL BE VERIFIED BY OWNER'S GEOTECHNICALENGINEER. CBR VALUES LESS THAN 4.8 MAY WARRANT A MODIFIED PAVEMENT DESIGN BYTHE OWNER'S GEOTECHNICAL ENGINEER.* - PAVEMENT SECTION BASED ON PREVIOUS SITE IMPROVEMENT PLANS DATED 2010 BY ESPASSOCIATES. CONTRACTOR SHALL PROVIDE OWNER WITH MATERIAL TESTING REPORTS BY ACERTIFIED TESTING COMPANY.COMPACTED SUBBASE(CBR OF 4.8)TACK COAT (IFREQUIRED)1" SF 9.5B10" CABC STONE2.5" I 19.0XHEAVY DUTY PAVEMENT SECTION*73" TYPE B37.5C1111126677788911511511551212SITE KEYS12NEW 1'-6" CONCRETE CURB & GUTTER. SEE DETAILS ON SHEET C7.0.NEW CONCRETE SIDEWALK. SEE GENERAL NOTES ON SHEET C1.1 & DETAILS ONSHEET C7.0.34NEW ACCESSIBLE RAMP IN ACCORDANCE WITH N.C. ACCESSIBILITY CODE, ADA & CITYOF CHARLOTTE REQUIREMENTS & SPECIFICATIONS (G.S. 20-37.6). SEE DETAILS ONSHEET C7.0.NEW ACCESSIBLE PARKING SIGNAGE. SEE DETAILS SHEET C7.0.567NEW NORMAL DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET C1.1 &ADDITIONAL INFORMATION SHOWN ON THIS SHEET.NEW HEAVY DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET C1.1 &ADDITIONAL INFORMATION SHOWN ON THIS SHEET.8NEW PAINT STRIPE. 4" WIDE; WHITE IN COLOR.9NEW DRIVEWAY. DRIVEWAY TO BE TO THE CITY OF CHARLOTTE STANDARDS. SEEDETAIL ON SHEET C7.1.10TRANSITION NEW 1'-6" CURB AND GUTTER INTO EXISTING CURB AND GUTTER AND/OREDGE OF PAVEMENT.11SAWCUT EXISTING PAVING.NEW CHAINLINK FENCE TO MATCH EXISTING FENCING.12RELOCATED MAILBOX.13NEW CONTRACTOR-INSTALLED CONDUIT TO BE COORDINATED WITH UTILITY ANDIRRIGATION CONTRACTORS FOR SIZE AND LOCATIONS (TYPICAL).14RELOCATED SIGN.15RELOCATED LIGHT POLE.16NEW STOP SIGN, PER MUTCD STANDARDS.1718NEW BOLLARD. SEE DETAIL ON SHEET C7.0.EXISTING LIGHT POLE (TYPICAL).19NEW RETAINING WALL. DESIGN BY OTHERS.FIRE LINE TO DEFLECT UNDEREXISTING STORM WITH MINIMUMOF 12" OF CLEARANCE.STORM TO DEFLECT UNDEREXISTING SANITARY WITHMINIMUM OF 12" OF CLEARANCE.STORM TO DEFLECT UNDERPROPOSED FIRE LINE WITHMINIMUM OF 12" OF CLEARANCE.STORM TO DEFLECT UNDERPROPOSED FIRE LINE WITHMINIMUM OF 12" OF CLEARANCE.7STORM TO DEFLECT UNDEREXISTING WATER LINE WITHMINIMUM OF 12" OF CLEARANCE.W8W7W1W2W3W4W5W6W9W9W1S1141414141414W10UTILITY KEYSW1W2W3W6CONNECT NEW 10" PRIVATE FIRE LINE TO EXISTING 8" FIRE LINE WITH 8" TO 10"REDUCER.W7EXISTING 6" REDUCED PRESSURE BACK FLOW ASSEMBLY.W4NEW FIRE PUMP HOUSE TO BE PAINTED TO MATCH EXISTING BUILDING (FFE: 629.50).W11REROUTED DRY FIRE LINE.NEW 10" PRIVATE FIRE LINE (C900 PVC PRESSURE PIPE).W5EXISTING FIRE HYDRANT.REINSTALL SALVAGED FIRE HYDRANT WITH NEW 12"X6" CUT IN TEE AND 6" GATEVALVE AND BOX. HYDRANT TO BE APPROVED BY AND INSTALLED PER CITY OFCHARLOTTE STANDARDS. HYDRANT LEADS SHALL BE CONSTRUCTED OF 6"DUCTILE IRON PIPE WITH RESTRAINED JOINTS.EXISTING 12" LOOPED FIRE LINE.W9EXISTING PIV TO BE CONVERTED TO ROAD BOX.W8EXISTING DEDICATED FIRE SERVICE LINE (PER FACILITY OPERATIONS MANAGER,NOT VERIFIED) TO BE ABANDONED WHEN NEW SYSTEM IS OPERATIONAL.W10NEW HYDRANT ASSEMBLY WITH 6" GATE VALVE AND BOX.S1EXISTING 8" GRAVITY SANITARY SEWER.S2EXISTING SANITARY SEWER MANHOLE. ADJUST RIM ELEVATION TO MATCH GRADE.W12(;,67,1*:$7(5/,1(72%(9(57,&$//<2))6(786,1*)285ƒ%(1'6$6NECESSARY TO MAINTAIN 36" OF COVER.333444413151717161614W11SIGHT TRIANGLESMUST BE CLEAR BETWEEN 30" AND 72".OBJECTS THAT MAY BE REQUIRED WITHINSIGHT TRIANGLES, SUCH AS FIREHYDRANTS, UTILITY POLES, AND TRAFFICCONTROL DEVICES, SHALL BE LOCATEDSO THAT THEY MINIMIZE OBSTRUCTION.W112
X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
XSIGN
Chain Link FenceR/WR/WR/W~ Asphalt ~Concrete CurbConcrete CurbConcrete CurbConcrete CurbR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WWWWWWWWWWWWWWWWWWW ELEC.BOXELEC.BOXR/WR/WR/WChain Link FenceSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSCBTOP=624.79IE= 620.90CBTOP=623.60IE= 619.94IE= 619.68CBTOP=620.64IE= 617.20SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD15" RCP18" RCP18" RCP36" RCP15" RCPSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDCBTOP=619.68IE= 615.29IE= 614.78IE= 614.69123123IE=614.35CBTOP=621.93IE= 615.84IE= 615.77CBTOP=626.72IE= 617.3736" RCP48" RCP48" RCP48" RCPCBTOP= 627.48IE= 617.15IE= 617.06CBTOP= 627.48IE= 616.51IE= 616.50CBTOP= 627.55IE= 615.78IE= 615.5536" RCPFIRESPIGOTOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHULPLPLPLPLPTRASHCOMPACTORSTEPSSSSSSSSS SS SS SS SS SS SS SS SS SS SS
SD SD SD SD MHTOP= 628.74IE= 625.57IE= 624.35IE= 623.38IE= 623.121234412310" STEEL 8"

P
I
P
E 12" STEEL4" PVCCLEAN/OUTMANHOLECLEAN/OUTMANHOLECLEAN/OUTMANHOLEOHUOHUOHUWV PITWV PIT8" CLAY18" RCPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWW
SS SS SS SS
SSSDSDSDSDSDSD36
"
RCPNOT FIELD VERIFIEDNOT F
IELD
VER
IF
IED
W
W
W W W W W W W W W W
SDSDSDSDSDSDSDSDSDSDSD18" RCP (NOT FIELD VERIFIED)18" RCP

(NOT
F
IELD
VER
IF
IED
)CONTINENTAL BOULEVARD(60' PUBLIC ROW)CONTINENTAL BOULEVARDNOT FIELD VERIFIEDEXISTING PROPERTY LINEFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW FW FW
FW
FW FW
FW
FW
FW
FW FW FW FW FW FW FW
XXXXXXXXXXXXXXXXXXXXXFW FW FW FW
FWFWFWFWFWFWFWFW FW FW FW FW
FW
FW
FW
FW
FW FW FW FW
FW FW FW FWPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCE PCCE PCCE PCCE PCCE PCC
E
PCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCESDESDESDE PHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE632.90632.40))( “))( “632.90632.40632.00631.50630.50630.00629.38628.88628.00627.50629.25628.75632.3632.80632.30627.50627.00HP 627.6EXISTING CB TO BE CONVERTEDTO TRAFFIC BEARING DI.N
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE I
GRADING & DRAINAGE PLANSheet 8 of 26CI-4.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONGRADING LEGENDEXISTING CONTOURPROPOSED CONTOURPROPOSED LIMITS OF CONSTRUCTIONPROPOSED STORM DRAINAGE EASEMENTPROPOSED SPOT ELEVATION (AT CURB: TOC/BOC)PROPOSED SPOT ELEVATION (NO CURB)PROPOSED JUNCTION BOXPROPOSED CATCH BASINPROPOSED DROP INLETPROPOSED FLARED END SECTIONPROPOSED OUTLET STRUCTUREPROPOSED HEADWALLPROPOSED RIPRAP APRONFLOW DIRECTION ARROWLOCLOCSDESDE100.50100.00100.00EXISTING ROOF DRAIN LEADTO BE CONNECTED TO CO 1.4
Concrete CurbR/WR/WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSD15" RCPSDSDCBTOP=619.68IE= 615.29IE= 614.78IE= 614.69123123IE=614.3536" RCPFIRESPIGOTOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSSSSSSSSSSSS SS SS SS SS SS SS SS SS
SSSSSDW
W
W
W
W
W W W W
SSSSSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD18" RCP (NOT FIELD VERIFIED)18" RCP
(NOT
F
IELD
VER
IF
IED)FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW FW FW FW FW FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
XXXXXXXXXXXXXXX35'
20'63.4'R1
8
'2'35'
20'
14'54.1'10'R15'74.9'50.3'
89.4'
FW FW
FWFWFWFWFWFWFWFWFWFWFWFWFWFWFW FW FW FW FW FW FW FW FW FW FW
FW
FW FW
FW
FW
FW
FW
FW FW
FW
FW FW FW FWFW FW FWFW
FW FWFW FW FW FW
PCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCE PCCE PCCE PCCE PCCE PCCE PCCE PCCE PCCE PCCE
PCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCEPCCETOP OF FILTER MEDIAELEVATION: 612.00SURFACE AREA: 650 SF15 LF OF 6" PERFORATED PVCUNDERDRAIN WITH 38" HOLES(160 MIN. HOLES)20'30'20'SDESDESDESDESDESDE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEN
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE I
STORMWATER MANAGEMENTSheet 9 of 26CI-4.1RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONGRADING LEGENDEXISTING CONTOURPROPOSED CONTOURPROPOSED LIMITS OF CONSTRUCTIONPROPOSED STORM DRAINAGE EASEMENTPROPOSED SPOT ELEVATION (AT CURB: TOC/BOC)PROPOSED SPOT ELEVATION (NO CURB)PROPOSED JUNCTION BOXPROPOSED CATCH BASINPROPOSED DROP INLETPROPOSED FLARED END SECTIONPROPOSED OUTLET STRUCTUREPROPOSED HEADWALLPROPOSED RIPRAP APRONLOCLOC100.50100.00100.00SAND FILTERBMP INSET TABLESEQUENCE ID1DRAINAGE AREA (AC)SEDIMENT CHAMBER WIDTH (FT)SEDIMENT CHAMBER HEIGHT (FT)SAND FILTER TYPEMEDIA DEPTH (FT)SEDIMENT CHAMBER LENGTH (FT)REGULATED BYNC STATE PLANE X (EASTING)NC STATE PLAN Y (NORTHING)FLOW DIVERTER PRESENT (Y/N)LAND USE/DEVELOPMENT TYPEPERCENT BUA5.18INDUSTRIAL88.8%SURFACEPCOSURFACE AREA (TOP OF BERM)78'35'2.5'2.5Nƒ
:ƒ
111,220 SF‘5&3‘5&3O-RING JTS.POND OUTLET STRUCTURESIDE ELEVATIONNOT TO SCALEPRECAST CONCRETE BOXTINDALL UV 60" X 60" (INSIDE DIMS)(CONTRACTOR SHALL PROVIDE& INCLUDE WITH SHOP DRAWINGS)‘5&3287/(73,3(INV. ELEV: 606.00USE WATER TIGHT BOOT TO SEAL PIPECONNECTION ASTM C923(LINKSEAL OR APPROVED EQUIVALENT )12" x 48" SLOT @ ELEV. 609.00TOP OF BOX ELEV: 616.00STEPS @ 1'-2" O/CALIGN W/ OPENINGPOND OUTLET STRUCTUREFRONT ELEVATIONNOT TO SCALE8" x 48" SLOT@ ELEV. 612.506' x 8' x 34" CONCRETEANTI-FLOATATION BLOCKSTAGESTAGE STORAGE ELEVATIONS1" WQv2YR-6HR50YR-6HR10YR-6HR25YR-6HR615.61615.86615.99615.55615.87616.04616.08615.44615.60615.63N/A612.56614.68FOREBAYSAND FILTERPONDSTORM615.46616.023" x 24" SLOT@ ELEV. 614.50PEAKED TRASH RACK WITHANTI VORTEX PLATE2:1 SLOPE, WITH 2' x 3' HINGED HATCHALIGN WITH STEPS INSIDESECURE HATCH WITH CHAIN & LOCKPEAKED TRASH RACK WITHANTI VORTEX PLATE2:1 SLOPE, WITH 2' x 3' HINGED HATCHALIGN WITH STEPS INSIDESECURE HATCH WITH CHAIN & LOCKFOREBAY OSRISER DETAILNOT TO SCALE‘&03INV. ELEV: 613.00TOP OF RISER ELEV: 615.50RISER PERFORATIONS15 COLUMNS x 11 ROWS (AT 2" O.C.)OF 1" DIAMETER PERFORATIONS36" RCP RISER(CONTRACTOR SHALL PROVIDE& INCLUDE WITH SHOP DRAWINGS)RIP RAP12" HDPE (FROM SAND FILTER) @ ELEV. 609.73‘+'3(
X X X X X
X
X
X
X
XSIGNR/WR/WR/W~ Asphalt ~Concrete CurbConcrete CurbConcrete CurbConcrete CurbR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WWWWWWWWWWWWWWWWWWW ELEC.BOXELEC.BOXR/WR/WR/WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSCBTOP=624.79IE= 620.90CBTOP=623.60IE= 619.94IE= 619.68CBTOP=620.64IE= 617.20SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD15" RCP18" RCP18" RCP36" RCP15" RCPSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDCBTOP=619.68IE= 615.29IE= 614.78IE= 614.69123123IE=614.35CBTOP=621.93IE= 615.84IE= 615.77CBTOP=626.72IE= 617.3736" RCP48" RCP48" RCP48" RCPCBTOP= 627.48IE= 617.15IE= 617.06CBTOP= 627.48IE= 616.51IE= 616.50CBTOP= 627.55IE= 615.78IE= 615.5536" RCPFIRESPIGOTOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHULPLPLPLPLPTRASHCOMPACTORSTEPSSSSSSSSS SS SS SS SS SS SS SS SS SS SS
SD SD SD SD MHTOP= 628.74IE= 625.57IE= 624.35IE= 623.38IE= 623.121234412310" STEEL 8"

P
I
P
E 12" STEEL4" PVCCLEAN/OUTMANHOLECLEAN/OUTMANHOLECLEAN/OUTMANHOLEOHUOHUOHUWV PITWV PIT8" CLAY18" RCPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWW
SS SS SS SS
SSSDSDSDSDSDSD36
"
RCPNOT FIELD VERIFIEDNOT F
IELD
VER
IF
IED
W
W
W W W W W W W W W W
SDSDSDSDSDSDSDSDSDSDSD18" RCP (NOT FIELD VERIFIED)18" RCP

(NOT
F
IELD
VER
IF
IED
)CONTINENTAL BOULEVARD(60' PUBLIC ROW)CONTINENTAL BOULEVARDNOT FIELD VERIFIEDEXISTING PROPERTY LINEXXXFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW FW FW
FW
FW FW
FW
FW
FW
FW FW FW FW FW FW FW
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPBPBPBPBPBPBFW FW FW FW
FWFWFWFWFWFWFWFW FW FW FW FW
FW
FW
FW
FW
FW FW FW FW
FW FW FW FWPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEN
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE I
EROSION CONTROL PLANSheet 10 of 26CI-5.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONEROSION CONTROL LEGENDEXISTING CONTOURPROPOSED CONTOURPROPOSED LIMITS OF CONSTRUCTIONPROPOSED SILT FENCEPROPOSED INLET PROTECTIONTREE PROTECTION FENCINGLOCLOCXXLOCLOCLOCLOCLOCLOCLOCLOCLOC
LOCLOCLOCLOCLOCLOCLOCLOCLOC LOCLOCLOCLOCLOCLOCLOCLOCL
O
C
LOC LOC LOC LOC LOC LOC
LOC LOC LOC LOC
LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
LOC
LOC
LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCCESF2SF2SF2ROROROROROROROROSFSFPBPBPBIPIPIPIPIPLIMITS OF CONSTRUCTION3.6 ACRESLIMITS OF CONSTRUCTION3.6 ACRESSMSMSMSM1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OFCHARLOTTE ENGINEERING DEPARTMENT.2.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH THE EROSIONCONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TODISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCHCONFERENCE 48 HOURS PRIOR TO LAND DISTURBING ACTIVITY IS AVIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO FINE.3.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, INLET PROTECTION, SILTDITCHES, TREE PROTECTION AND OTHER MEASURES AS SHOWN ON THEPLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.4.CALL FOR ONSITE INSPECTION BY INSPECTOR OF EROSION CONTROLDEVICES. WHEN APPROVED, CLEARING AND GRUBBING MAY BEGIN.5.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALLEROSION CONTROL DEVICES AND STRUCTURES.6.FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITHEROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACHPHASE OF EROSION CONTROL MEASURES.7.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.8.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED INACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROLPLANNING AND DESIGN MANUAL, CHARLOTTE LAND DEVELOPMENTSTANDARDS, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, ANDTHE U.S. DEPT. OF AGRICULTURE.9.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALLEROSION CONTROL DEVICES AND STRUCTURES. THE CONTRACTOR SHALLMAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTOR SOTHAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATESTAGES OF CONSTRUCTION.10.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OFEROSION CONTROL MEASURES.CONSTRUCTION SEQUENCEEROSION CONTROL KEYSCETEMPORARY STABILIZED CONSTRUCTION ENTRANCE.SFTEMPORARY SILT FENCE.SF2TEMPORARY DOUBLE ROW OF SILT FENCE.ROTEMPORARY ROCK OUTLET IN SILT FENCE.SMSLOPE MATTING.PBTEMPORARY POROUS BAFFLES.IPTEMPORARY STONE INLET PROTECTION.
X X X X X
X
X
X
X
XSIGNR/WR/WR/W~ Asphalt ~Concrete CurbConcrete CurbConcrete CurbConcrete CurbR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WWWWWWWWWWWWWWWWWWW ELEC.BOXELEC.BOXR/WR/WR/WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSCBTOP=624.79IE= 620.90CBTOP=623.60IE= 619.94IE= 619.68CBTOP=620.64IE= 617.20SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD15" RCP18" RCP18" RCP36" RCP15" RCPSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDCBTOP=619.68IE= 615.29IE= 614.78IE= 614.69123123IE=614.35CBTOP=621.93IE= 615.84IE= 615.77CBTOP=626.72IE= 617.3736" RCP48" RCP48" RCP48" RCPCBTOP= 627.48IE= 617.15IE= 617.06CBTOP= 627.48IE= 616.51IE= 616.50CBTOP= 627.55IE= 615.78IE= 615.5536" RCPFIRESPIGOTOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHULPLPLPLPLPTRASHCOMPACTORSTEPSSSSSSSSS SS SS SS SS SS SS SS SS SS SS
SD SD SD SD MHTOP= 628.74IE= 625.57IE= 624.35IE= 623.38IE= 623.121234412310" STEEL 8"

P
I
P
E 12" STEEL4" PVCCLEAN/OUTMANHOLECLEAN/OUTMANHOLECLEAN/OUTMANHOLEOHUOHUOHUWV PITWV PIT8" CLAY18" RCPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWW
SS SS SS SS
SSSDSDSDSDSDSD36
"
RCPNOT FIELD VERIFIEDNOT F
IELD
VER
IF
IED
W
W
W W W W W W W W W W
SDSDSDSDSDSDSDSDSDSDSD18" RCP (NOT FIELD VERIFIED)18" RCP

(NOT
F
IELD
VER
IF
IED
)CONTINENTAL BOULEVARD(60' PUBLIC ROW)CONTINENTAL BOULEVARDNOT FIELD VERIFIEDEXISTING PROPERTY LINEFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW FW FW
FW
FW FW
FW
FW
FW
FW FW FW FW FW FW FW
XXXXXXXXXXXXXXXXXXXXXFW FW FW FW
50'FWFWFWFWFWFWFWFW FW FW FW FW
FW
FW
FW
FW
FW FW FWFW
FW FW FW FW50'PHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEX XXXXX X X X X X X X XSTEPS OHUOHUOHUOHUOHUOHUOHUOHUPADTRANSW W W W W W W WPHASEPHASEPHASEPHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEN
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE I
LANDSCAPE PLANSheet 11 of 26CI-6.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONSHUMARD OAKEASTERN REDBUDLANDSCAPE LEGENDHEIGHT/SIZECOMMON NAMEQTY.SYM.BOTANICAL NAMEROOT/CONTAINERLOCATION* - FULL-TO-GROUNDSPACINGTYPEPHASE I LANDSCAPE SCHEDULE2" CAL./8' TALL (SINGLE TRUNK)B & BAS SHOWNSO44QUERCUS SHUMARDIISHUMARD OAKVEHICLE USE AREALARGE MATURINGNATIVEYB & BAS SHOWNRB6CERCIS CANADENSISEASTERN REDBUDVEHICLE USE AREA SMALL MATURING2" CAL./8' TALL (SINGLE TRUNK)YBURFORD HOLLY SHRUBNOTE: SPADE AND REPLANT EXISTING TREES IFPOSSIBLE.NOTE: EXISTING TREES MAY BE SUBSTITUTED FORPROPOSED TREES AS LONG AS CITY OFCHARLOTTE REQUIREMENTS ARE MET.COORDINATE WITH URBAN FORESTER.SMSMSMSMRBRBRBSMSMSMSMSMRBRBSMRBBHBHBHBHPHASE I INSET 'B'SCALE: 1" = 40'SOSOSOSOSOSOSOSOSOSOSOSOSOLANDSCAPE CALCULATIONSINTERNAL PLANTING REQUIREMENTS1 TREE PER 10,000 SF IMPERVIOUS AREAIMPERVIOUS AREA = 2,641,889 SF264 TREES REQUIRED106 TREES EXISTING158 TREES PROVIDEDPHASE I:61 TREES PROVIDEDPHASE II:39 TREES PROVIDEDPHASE III:58 TREES PROVIDED264 TOTAL INTERNAL TREESPERIMETER REQUIREMENTS1 TREE PER 40 LF (MIN. 10' WIDE LANDSCAPING STRIP)SHRUBS REQUIRED AT PARKING49 EXISTING STREET TREES1 ADDITIONAL TREE PROVIDED (PHASE III)74 SHRUBS PROVIDED (PHASE I)NO PARKING SPOT CAN BE OVER: 40' FROM PROPOSED TREE60' FROM EXISTING TREE60' FROM TREE IN CONTINUOUS PLANTING STRIPLARGE MATURING REQUIREMENTS75% LARGE MATURING TREES REQUIRED159 TREES PROVIDED146 LARGE MATURING TREES PROVIDEDPHASE I:55 LARGE MATURING = 90.2%PHASE II:37 LARGE MATURING = 94.9%PHASE III:54 LARGE MATURING = 91.5%91.8% LARGE MATURING TREES PROVIDEDSM3 GAL4.5' O.C.BH74ILEX CORNUTA 'BURFORDII'BURFORD HOLLYVEHICLE USE AREA SHRUB18" TALL----SIGHT TRIANGLESMUST BE CLEAR BETWEEN 30" AND 72".OBJECTS THAT MAY BE REQUIRED WITHINSIGHT TRIANGLES, SUCH AS FIREHYDRANTS, UTILITY POLES, AND TRAFFICCONTROL DEVICES, SHALL BE LOCATEDSO THAT THEY MINIMIZE OBSTRUCTION.SOSOSOSOSOSUGAR MAPLE2" CAL./8' TALL (SINGLE TRUNK)B & BAS SHOWNSM11ACER SACCHARUMSUGAR MAPLEVEHICLE USE AREALARGE MATURINGYSOEXISTING TREE (TYP)
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXChain Link Fence
Chain Link FenceR/WR/W
R/W~ Asphalt ~~ Asphalt ~~ Asphalt ~Concrete CurbEdge of Asphalt Edge of AsphaltConcrete CurbPrivate Road GateNow or Formerly:GT&R Employees Credit UnionDeed Book 19342, Page 235P.P.No. 20308302Lot 1Map Book 43 Page 631R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WX X X X X X X X X X X X X XXXXXXXXXXXXX XXWWWWWWWWWWWWWWWWWWWWATERPITCONCWATERPITGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSIGNCONCTELPED(TYP)3" BOLL(TYP)3" BOLLR/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WCONCPADGRATE
UGTUGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGTUGTUGTUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGEUGEUGEUGEOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUUGEUGEUGEUGEUGEUGEUGEUGEUGEUGT UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDBLDGOHU OHU OHUCONC FLUMESTEELPLATEFLAGPOLEFIBER OPTIC
FIBER OPTIC
UNDERGROUND ELECOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSD6" DIP12" CMPDITOP=631.36IE= FULL OFDEBRISIE= 629.04IE= 629.64IE= 629.13112" CMPSDSDHEAD WALL4" PVCIE= 629.92SDSDELEC.MANHOLERIP RAPChain Link Fence CONCBOXCONCPADPAINTED WALK WAYSDSDSDSDCONC WALKWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWCONTINENTAL BOULEVARD(60' PUBLIC ROW)PIONEER AVENUE(60' PUBLIC ROW)EXISTING PROPERTY LINEEXISTING PROPERTY LINE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASEPHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEN
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE II
DEMOLITION PLANSheet 12 of 26CII-2.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONDEMOLITION LEGEND- EXISTING INFRASTRUCTURE TO BE REMOVED- EXISTING MISC. & UTILITIES TO BE REMOVEDLOC- PROPOSED LIMITS OF CONSTRUCTION- EXISTING TREE TO BE REMOVEDTPTP- PROPOSED TREE PROTECTIONCOORDINATE CLOSELY WITH UTILITYCOMPANIES TO AVOID DISRUPTION OFSERVICE. CONTACTS LISTED ON COVERSHEET.NOTE:COORDINATE DEMOLITION WITHEROSION CONTROL INSPECTORNOTE:CONTRACTOR RESPONSIBLE FOROBTAINING DEMOLITION PERMIT(S)NOTE:ALL WORK IN CITY OF CHARLOTTER/W IS SUBJECT TO ENCROACHMENTPERMIT AND DRIVEWAY PERMITCONDITIONSEXISTING CURB & GUTTER & STRIPINGTO BE REMOVED. SAWCUT EDGES.EXISTING STRIPINGTO BE REMOVED.EXISTING SCALETO BE REMOVED.EXISTING CONCRETE DOLLY STRIPTO BE REMOVED. SAWCUT EDGES.EXISTING STRIPINGTO BE REMOVED.EXISTING STRIPINGTO BE REMOVED.EXISTING STRIPINGTO BE REMOVED.EXISTING CURB & GUTTER & ASPHALTTO BE REMOVED. SAWCUT EDGES.EXISTING ASPHALTTO BE REMOVED. SAWCUT EDGES.EXISTING POWERPOLETO BE REMOVED & RELOCATED.COORDINATE WITH UTILITY PROVIDER.EXISTING LIGHT POLES (NOT SURVEYED)TO REMAIN.EXISTING LIGHT POLES (NOT SURVEYED)TO REMAIN.EXISTING LIGHT POLES (NOT SURVEYED)TO BE REMOVED.EXISTING LIGHT POLES (NOT SURVEYED)TO REMAIN.EXISTING ASPHALTTO BE REMOVED. SAWCUT EDGES (TYPICAL).EXISTING ASPHALTTO BE REMOVED. SAWCUT EDGES (TYPICAL).
XXXXXXXXXXXXXXXChain Link FenceR/WR/W
R/WConcrete CurbConcrete CurbPrivate Road GateNow or Formerly:GT&R Employees Credit UnionDeed Book 19342, Page 235P.P.No. 20308302Lot 1Map Book 43 Page 631R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WX X X X X X X X X X X X X XXXXXXXXXXXXX XXWWWWWWWWWWWWWWWWWWWWATERPITCONCWATERPITGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSIGNCONCTELPEDR/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WCONCPADGRATE
UGTUGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGTUGTUGTUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGEUGEUGEUGEOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUUGEUGEUGEUGEUGEUGEUGEUGEUGEUGT UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTSSSSSSSSSSSSSSSSSSSSSSSSSSSDBLDGOHU OHU OHUCONC FLUMEFIBER OPTIC
FIBER OPTIC
UNDERGROUND ELECOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSDSDELEC.MANHOLERIP RAPChain Link Fence CONCBOXCONCPADPAINTED WALK WAYSDSDSDSDCONC WALKWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWCONTINENTAL BOULEVARD(60' PUBLIC ROW)PIONEER AVENUE(60' PUBLIC ROW)EXISTING PROPERTY LINEEXISTING PROPERTY LINE50'50'PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASE324539PHASE PHASE PHASE PHASEPHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEWWWWWWWWWWWWWWWW24'15.8'20.8'8.4
'9'9'24'12'60'60'60'45.3'26.9'27.2'32.2'24'60'30'R25'R
5
'R5'R5'R8'R32'R8'R
4
'R4'R
4
'
R3
2
'
R
8
'R4
'R8'R8'
R
1
5
'R4'R8'R8'R5'R15'R
6
0
.
5
'R5'R8'
R
2
5
'
R50'R8'R5'R15'3PROPOSED PROPERTY LINEPROPOSED PROPERTY LINE
N
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE II
SITE & UTILITY PLANSheet 13 of 26CII-3.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONPAVEMENT HATCH LEGENDNORMAL DUTY ASPHALTNEW HEAVY DUTY ASPHALTEXISTING ASPHALT TO BERESURFACED AS NEEDED*5" PORTLANDCEMENT (4,000 PSI@ 28 DAYS)COMPACTEDSUBBASE* - PAVEMENT SECTION BASED ON PREVIOUS SITE IMPROVEMENT PLANS DATED 2010 BY ESPASSOCIATES. CONTRACTOR SHALL PROVIDE OWNER WITH MATERIAL TESTING REPORTS BY ACERTIFIED TESTING COMPANY.HEAVY DUTY CONCRETE PAVEMENT SECTION*4" CABC STONE - FINAL LIFT OF SURFACE COURSE TO BE APPLIED AFTER 75% DEVELOPMENT OCCUPANCY OR1 YEAR FROM INTERMEDIATE COURSE PLACEMENT (WHICHEVER OCCURS FIRST) - 8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBG TYPE B25.0B SHOULD ENTIREDEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN AN ALTERNATE BASE COURSEPAVEMENT DESIGN MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.* - PAVEMENT SECTION BASED ON PREVIOUS SITE IMPROVEMENT PLANS DATED 2010 BY ESPASSOCIATES. CONTRACTOR SHALL PROVIDE OWNER WITH MATERIAL TESTING REPORTS BY ACERTIFIED TESTING COMPANY.NORMAL DUTY PAVEMENT SECTION*6COMPACTEDSUBBASETACK COAT (IFREQUIRED)1" SF 9.5A8" CABC STONE1.5" S9.5A, S9.5B - PAVEMENT SECTION OF 6.5" ASPHALT AND 10" STONE ASSUMES A CBR OF 4.8. SUBGRADESOIL CONDITIONS AND CBR VALUES SHALL BE VERIFIED BY OWNER'S GEOTECHNICALENGINEER. CBR VALUES LESS THAN 4.8 MAY WARRANT A MODIFIED PAVEMENT DESIGN BYTHE OWNER'S GEOTECHNICAL ENGINEER.* - PAVEMENT SECTION BASED ON PREVIOUS SITE IMPROVEMENT PLANS DATED 2010 BY ESPASSOCIATES. CONTRACTOR SHALL PROVIDE OWNER WITH MATERIAL TESTING REPORTS BY ACERTIFIED TESTING COMPANY.COMPACTED SUBBASE(CBR OF 4.8)TACK COAT (IFREQUIRED)1" SF 9.5B10" CABC STONE2.5" I 19.0XHEAVY DUTY PAVEMENT SECTION*73" TYPE B37.5CSITE KEYS12NEW 1'-6" CONCRETE CURB & GUTTER. SEE DETAILS ON SHEET C7.0.NEW CONCRETE SIDEWALK. SEE GENERAL NOTES ON SHEET C1.1 & DETAILS ONSHEET C7.0.34NEW ACCESSIBLE RAMP IN ACCORDANCE WITH N.C. ACCESSIBILITY CODE, ADA & CITYOF CHARLOTTE REQUIREMENTS & SPECIFICATIONS (G.S. 20-37.6). SEE DETAILS ONSHEET C7.0.NEW ACCESSIBLE PARKING SIGNAGE. SEE DETAILS SHEET C7.0.567NEW NORMAL DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET C1.1 &ADDITIONAL INFORMATION SHOWN ON THIS SHEET.NEW HEAVY DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET C1.1 &ADDITIONAL INFORMATION SHOWN ON THIS SHEET.8NEW PAINT STRIPE. 4" WIDE; WHITE IN COLOR.9NEW DRIVEWAY. DRIVEWAY TO BE TO THE CITY OF CHARLOTTE STANDARDS. SEEDETAIL ON SHEET C7.1.10TRANSITION NEW 1'-6" CURB AND GUTTER INTO EXISTING CURB AND GUTTER AND/OREDGE OF PAVEMENT.11SAWCUT EXISTING PAVING.NEW CHAINLINK FENCE TO MATCH EXISTING FENCING.12RELOCATED MAILBOX.13NEW CONTRACTOR-INSTALLED CONDUIT TO BE COORDINATED WITH UTILITY ANDIRRIGATION CONTRACTORS FOR SIZE AND LOCATIONS (TYPICAL).14RELOCATED SIGN.15RELOCATED LIGHT POLE.16NEW STOP SIGN, PER MUTCD STANDARDS.1718NEW BOLLARD. SEE DETAIL ON SHEET C7.0.EXISTING LIGHT POLE (TYPICAL).19NEW RETAINING WALL. DESIGN BY OTHERS.UTILITY KEYSW1W2W3W6CONNECT NEW 10" PRIVATE FIRE LINE TO EXISTING 8" FIRE LINE WITH 8" TO 10"REDUCER.W7EXISTING 6" REDUCED PRESSURE BACK FLOW ASSEMBLY.W4NEW FIRE PUMP HOUSE TO BE PAINTED TO MATCH EXISTING BUILDING (FFE: 629.50).W11REROUTED DRY FIRE LINE.NEW 10" PRIVATE FIRE LINE (C900 PVC PRESSURE PIPE).W5EXISTING FIRE HYDRANT.REINSTALL SALVAGED FIRE HYDRANT WITH NEW 12"X6" CUT IN TEE AND 6" GATEVALVE AND BOX. HYDRANT TO BE APPROVED BY AND INSTALLED PER CITY OFCHARLOTTE STANDARDS. HYDRANT LEADS SHALL BE CONSTRUCTED OF 6"DUCTILE IRON PIPE WITH RESTRAINED JOINTS.EXISTING 12" LOOPED FIRE LINE.W9EXISTING PIV TO BE CONVERTED TO ROAD BOX.W8EXISTING DEDICATED FIRE SERVICE LINE (PER FACILITY OPERATIONS MANAGER,NOT VERIFIED) TO BE ABANDONED WHEN NEW SYSTEM IS OPERATIONAL.W10NEW HYDRANT ASSEMBLY WITH 6" GATE VALVE AND BOX.S1EXISTING 8" GRAVITY SANITARY SEWER.S2EXISTING SANITARY SEWER MANHOLE. ADJUST RIM ELEVATION TO MATCH GRADE.W12(;,67,1*:$7(5/,1(72%(9(57,&$//<2))6(786,1*)285ƒ%(1'6$6NECESSARY TO MAINTAIN 36" OF COVER.WATER LEGENDEXISTING WATERLINEPROPOSED WATERLINEPROPOSED FIRE LINEPROPOSED WATER METERPROPOSED BACKFLOW PREVENTERPROPOSED FIRE HYDRANT66678855SIGHT TRIANGLESMUST BE CLEAR BETWEEN 30" AND 72".OBJECTS THAT MAY BE REQUIRED WITHINSIGHT TRIANGLES, SUCH AS FIREHYDRANTS, UTILITY POLES, AND TRAFFICCONTROL DEVICES, SHALL BE LOCATEDSO THAT THEY MINIMIZE OBSTRUCTION.SIGHT TRIANGLESMUST BE CLEAR BETWEEN 30" AND 72".OBJECTS THAT MAY BE REQUIRED WITHINSIGHT TRIANGLES, SUCH AS FIREHYDRANTS, UTILITY POLES, AND TRAFFICCONTROL DEVICES, SHALL BE LOCATEDSO THAT THEY MINIMIZE OBSTRUCTION.END CURB AT PHASE IIDRIVE LOCATION.CURB TO BE INSTALLEDDURING PHASE III. MATCHPAVEMENT TO EXISTING.181818181818W7* CONTRACTOR SHALL INCLUDE IN BID UNIT THE PRICE AND TOTALCOST TO RESURFACE 5,000 SQUARE YARDS OF HEAVY DUTY ASPHALT.1111188888W5
XXXXXXXXXXXXXXXChain Link FenceR/WR/W
R/WConcrete CurbConcrete CurbPrivate Road GateNow or Formerly:GT&R Employees Credit UnionDeed Book 19342, Page 235P.P.No. 20308302Lot 1Map Book 43 Page 631R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WX X X X X X X X X X X X X XXXXXXXXXXXXX XXWWWWWWWWWWWWWWWWWWWWATERPITCONCWATERPITGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSIGNCONCTELPEDR/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WCONCPADGRATE
UGTUGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGTUGTUGTUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGEUGEUGEUGEOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUUGEUGEUGEUGEUGEUGEUGEUGEUGEUGT UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTSSSSSSSSSSSSSSSSSSSSSSSSSSSDBLDGOHU OHU OHUCONC FLUMEOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUMHTOP= 632.89IE= 625.45IE= 624.94MHTOP= 632.49IE= 628.48IE= 624.18IE= 626.66IE= 627.26MHTOP= 634.15IE= 628.33123424310" PVC8" STEEL6"
PVC8" PVCSDSDMHTOP= 633.14IE= 628.89IE= 628.68IE= 629.20IE= 628.6012344321DI W/ GRATETOP=628.93IE= 626.97DI W/ GRATETOP=628.89IE= 626.86IE= 626.868" PVC8" PVCRIP RAPChain Link Fence CONCBOXCONCPADPAINTED WALK WAYSDSDSDSDCONC WALKWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWCONTINENTAL BOULEVARD(60' PUBLIC ROW)PIONEER AVENUE(60' PUBLIC ROW)EXISTING PROPERTY LINEEXISTING PROPERTY LINE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEFFE = 633.17PHASE PHASE PHASE PHASEPHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEWWWWWWWWWWWWWWWW633.17633.17633.17630.50631.25N
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE II
GRADING & DRAINAGE PLANSheet 14 of 26CII-4.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONGRADING LEGENDEXISTING CONTOURPROPOSED CONTOURPROPOSED LIMITS OF CONSTRUCTIONPROPOSED STORM DRAINAGE EASEMENTPROPOSED SPOT ELEVATION (AT CURB: TOC/BOC)PROPOSED SPOT ELEVATION (NO CURB)PROPOSED JUNCTION BOXPROPOSED CATCH BASINPROPOSED DROP INLETPROPOSED FLARED END SECTIONPROPOSED OUTLET STRUCTUREPROPOSED HEADWALLPROPOSED RIPRAP APRONFLOW DIRECTION ARROWLOCLOCSDESDE100.50100.00100.00GRADING KEYSG1G2ADJUST RIM TO MATCH PROPOSED GRADE.G2G2G2TERMINATE CURB.
XXXXXXXXXXXXXXXChain Link FenceR/WR/W
R/WConcrete CurbConcrete CurbPrivate Road GateNow or Formerly:GT&R Employees Credit UnionDeed Book 19342, Page 235P.P.No. 20308302Lot 1Map Book 43 Page 631R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WX X X X X X X X X X X X X XXXXXXXXXXXXX XXWWWWWWWWWWWWWWWWWWWWATERPITCONCWATERPITGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSIGNCONCTELPEDR/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WCONCPADGRATE
UGTUGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGTUGTUGTUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGEUGEUGEUGEOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUUGEUGEUGEUGEUGEUGEUGEUGEUGEUGT UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTSSSSSSSSSSSSSSSSSSSSSSSSSSSDBLDGOHU OHU OHUCONC FLUMEOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSDSDRIP RAPChain Link Fence CONCBOXCONCPADPAINTED WALK WAYSDSDSDSDCONC WALKWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWCONTINENTAL BOULEVARD(60' PUBLIC ROW)PIONEER AVENUE(60' PUBLIC ROW)EXISTING PROPERTY LINEEXISTING PROPERTY LINE
X
XXXPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPHASE PHASE PHASE PHASEPHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEWWWWWWWWWWWWWWWWN
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE II
EROSION CONTROL PLANSheet 15 of 26CII-5.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONEROSION CONTROL LEGENDEXISTING CONTOURPROPOSED CONTOURPROPOSED LIMITS OF CONSTRUCTIONPROPOSED SILT FENCEPROPOSED INLET PROTECTIONTREE PROTECTION FENCINGLOCLOCXX1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OFCHARLOTTE ENGINEERING DEPARTMENT.2.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH THE EROSIONCONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TODISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCHCONFERENCE 48 HOURS PRIOR TO LAND DISTURBING ACTIVITY IS AVIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO FINE.3.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, INLET PROTECTION, SILTDITCHES, TREE PROTECTION AND OTHER MEASURES AS SHOWN ON THEPLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.4.CALL FOR ONSITE INSPECTION BY INSPECTOR OF EROSION CONTROLDEVICES. WHEN APPROVED, CLEARING AND GRUBBING MAY BEGIN.5.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALLEROSION CONTROL DEVICES AND STRUCTURES.6.FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITHEROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACHPHASE OF EROSION CONTROL MEASURES.7.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.8.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED INACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROLPLANNING AND DESIGN MANUAL, CHARLOTTE LAND DEVELOPMENTSTANDARDS, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, ANDTHE U.S. DEPT. OF AGRICULTURE.9.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALLEROSION CONTROL DEVICES AND STRUCTURES. THE CONTRACTOR SHALLMAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTOR SOTHAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATESTAGES OF CONSTRUCTION.10.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OFEROSION CONTROL MEASURES.CONSTRUCTION SEQUENCEEROSION CONTROL KEYSCETEMPORARY STABILIZED CONSTRUCTION ENTRANCE.SFTEMPORARY SILT FENCE.SF2TEMPORARY DOUBLE ROW OF SILT FENCE.ROTEMPORARY ROCK OUTLET IN SILT FENCE.SMSLOPE MATTING.PBTEMPORARY POROUS BAFFLES.IPTEMPORARY STONE INLET PROTECTION.LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC LOC LOC LOC LOC LOCLOCLOCLOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOCLOCLOCLOC
LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLIMITS OF CONSTRUCTION6.5 ACRESLIMITS OF CONSTRUCTION6.5 ACRESSFROROSFSF
XXXXXXXXXXXXXXXChain Link FenceR/WR/W
R/WConcrete CurbConcrete CurbPrivate Road GateNow or Formerly:GT&R Employees Credit UnionDeed Book 19342, Page 235P.P.No. 20308302Lot 1Map Book 43 Page 631R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WX X X X X X X X X X X X X XXXXXXXXXXXXX XXWWWWWWWWWWWWWWWWWWWWATERPITCONCWATERPITGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSIGNCONCTELPEDR/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WCONCPADGRATE
UGTUGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGTUGTUGTUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGEUGEUGEUGEOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUUGEUGEUGEUGEUGEUGEUGEUGEUGEUGT UGT
UGTUGTUGTUGTUGTUGTUGTUGTUGTSSSSSSSSSSSSSSSSSSSSSSSSSSSDBLDGOHU OHU OHUCONC FLUMEOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSDSDRIP RAPChain Link Fence CONCBOXCONCPADPAINTED WALK WAYSDSDSDSDCONC WALKWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWCONTINENTAL BOULEVARD(60' PUBLIC ROW)PIONEER AVENUE(60' PUBLIC ROW)EXISTING PROPERTY LINEEXISTING PROPERTY LINE50'50'PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASEPHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEWWWWWWWWWWWWWWWWN
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE II
LANDSCAPE PLANSheet 16 of 26CII-6.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONSHUMARD OAKEASTERN REDBUDLANDSCAPE LEGENDHEIGHT/SIZECOMMON NAMEQTY.SYM.BOTANICAL NAMEROOT/CONTAINERLOCATION* - FULL-TO-GROUNDSPACINGTYPEPHASE II LANDSCAPE SCHEDULE2" CAL./8' TALL (SINGLE TRUNK)B & BAS SHOWNSO24QUERCUS SHUMARDIISHUMARD OAKVEHICLE USE AREALARGE MATURINGNATIVEYB & BAS SHOWNRB2CERCIS CANADENSISEASTERN REDBUDVEHICLE USE AREA SMALL MATURING2" CAL./8' TALL (SINGLE TRUNK)YNOTE: SPADE EXISTING TREES IF FEASIBLE.NOTE: EXISTING TREES MAY BE SUBSTITUTED FORPROPOSED TREES AS LONG AS CITY OFCHARLOTTE REQUIREMENTS ARE MET.COORDINATE WITH URBAN FORESTER.SOSOSOSOSOSOSOSOSOSOSOSOSOSOSMSMSMSMSMSMSMSOSOSOSOSOSOSOSOSMSMSMRBRBSOLANDSCAPE CALCULATIONSINTERNAL PLANTING REQUIREMENTS1 TREE PER 10,000 SF IMPERVIOUS AREAIMPERVIOUS AREA = 2,641,889 SF264 TREES REQUIRED106 TREES EXISTING158 TREES PROVIDEDPHASE I:61 TREES PROVIDEDPHASE II:39 TREES PROVIDEDPHASE III:58 TREES PROVIDED264 TOTAL INTERNAL TREESPERIMETER REQUIREMENTS1 TREE PER 40 LF (MIN. 10' WIDE LANDSCAPING STRIP)SHRUBS REQUIRED AT PARKING49 EXISTING STREET TREES1 ADDITIONAL TREE PROVIDED (PHASE III)74 SHRUBS PROVIDED (PHASE I)NO PARKING SPOT CAN BE OVER: 40' FROM PROPOSED TREE60' FROM EXISTING TREE60' FROM TREE IN CONTINUOUS PLANTING STRIPLARGE MATURING REQUIREMENTS75% LARGE MATURING TREES REQUIRED159 TREES PROVIDED146 LARGE MATURING TREES PROVIDEDPHASE I:55 LARGE MATURING = 90.2%PHASE II:37 LARGE MATURING = 94.9%PHASE III:54 LARGE MATURING = 91.5%91.8% LARGE MATURING TREES PROVIDEDSIGHT TRIANGLESMUST BE CLEAR BETWEEN 30" AND 72".OBJECTS THAT MAY BE REQUIRED WITHINSIGHT TRIANGLES, SUCH AS FIREHYDRANTS, UTILITY POLES, AND TRAFFICCONTROL DEVICES, SHALL BE LOCATEDSO THAT THEY MINIMIZE OBSTRUCTION.SIGHT TRIANGLESMUST BE CLEAR BETWEEN 30" AND 72".OBJECTS THAT MAY BE REQUIRED WITHINSIGHT TRIANGLES, SUCH AS FIREHYDRANTS, UTILITY POLES, AND TRAFFICCONTROL DEVICES, SHALL BE LOCATEDSO THAT THEY MINIMIZE OBSTRUCTION.TREES TO BE PLANTEDAS PART OF PHASE III.TREES TO BE PLANTEDAS PART OF PHASE III.SOSUGAR MAPLEB & BAS SHOWNSM13ACER SACCHARUMSUGAR MAPLEVEHICLE USE AREA 2" CAL./8' TALL (SINGLE TRUNK)YLARGE MATURINGEXISTING TREE (TYP)
XXXXXXXXXXXXXXXXXXXXXXXXXChain Link FenceEdge of Asphalt(TYP)3" BOLL(TYP)3" BOLLCONCPADGRATESSSSSSSSSSSSSSSSSSSSSSSSSSSDSDMHTOP= 632.89IE= 625.45IE= 624.94MHTOP= 632.49IE= 628.48IE= 624.18IE= 626.66IE= 627.26MHTOP= 634.15IE= 628.331234124310" PVC12" CMP8" STEEL6" PVCSDSDHEAD WALL4" PVCIE= 629.928" PVCSDMHTOP= 633.14IE= 628.89IE= 628.68IE= 629.20IE= 628.6012344321DI W/ GRATETOP=628.89IE= 626.86IE= 626.868" PVCCONCPADSDSD
WWW
WWWWWWWWWWWWWWWWWWWWWWWPHASEPHASE PHASE PHASE
PHASESDSDSDSDSDSDSD SD SD XXXWood Fence4 Story Stucco BuildingF.F.=632.0834,212 sq. ft.R/W~ Asphalt ~~ Asphalt ~~ Asphalt ~Concrete Curb
Edge of Asphalt Edge of AsphaltEdge of AsphaltConcrete CurbConcrete CurbR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WXXWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW GGGGGGGGGGGGGGGGGGGGGGGGGGGGTELPEDSIGNJUNCTIONBOXES
ELEC.BOXELEC.BOXBREAKLINE GENPADTRANS.PADA/CPADA/CPADRAMPLOADING~ Asphalt ~SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS
SSMHTOP=621.23IE= 612.58IE= 612.92IE= 612.18IE= 612.18SSMHTOP=622.67IE= 613.22IE= 613.15IE= 618.41SSMHTOP=625.09IE= 614.14IE= 610.64IE= 620.69SSMHTOP=630.05IE= 615.70IE= 615.60IE= 625.65SSMHTOP=632.44IE= 617.81IE= 617.79SSMHTOP=632.83IE= 618.83IE= 618.68SSMHTOP=632.78IE= 619.23SSCBTOP=628.44IE= 624.58CBTOP=624.79IE= 620.90CBTOP=623.60IE= 619.94IE= 619.68CBTOP=620.64IE= 617.20SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDCBTOP=627.14IE= 621.93IE= 621.98CBTOP=627.04IE= 621.71IE= 621.49SDSD15" RCP15" RCP18" RCP18" RCP18" RCP18" RCP36" RCP15" RCPCBTOP=626.66IE= 620.72IE= 619.41SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMHTOP=630.72IE= 623.77IE= 623.52IE= 624.02231123123123SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS12323112312312344321SD SD SD SD SDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSD
SDUGTUGT UGT UGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEOHUOHUOHUOHUOHUOHUOHUUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTSD
CBTOP=619.68IE= 615.29IE= 614.78IE= 614.69123123CBTOP=621.93IE= 615.84IE= 615.77CBTOP=626.72IE= 617.37MHTOP=630.77IE= 623.97IE= 625.47IE= 623.83IE= 623.7312344321CBTOP=627.26IE= 625.09IE= 624.83DITOP=632.05IE= 626.65IE= 626.79DITOP=631.31IE= 628.36IE= 628.24DITOP=631.65IE= 627.5715" RCP15" RCP15" RCP18" RCP12" STEEL6" PVC18" RCPDITOP=632.91IE= 629.73 8" CLAYIE= 629.17 8" STEELIE= 630.05 8" STEELIE= 629.23 18" RCP1234418" RCP
DITOP=632.38IE= 628.81IE= 628.3918" RCPDITOP=632.30IE= 620.16MHTOP=632.30IE= 627.82IE= 627.70IE= 629.63IE= 626.68SDSDSDDI GRATETOP=632.25IE= 622.19SD123412346"
ROOF12" RCP18" RCPDITOP=630.63IE= 626.63IE=626.50MHTOP= 630.80IE= 619.27IE= 625.08IE= 619.1418
"

R
C
P36" RCP36" RCP123123MHTOP= 629.43IE= 618.25IE= 618.0936" RCP48" RCP48" RCP48" RCPCBTOP= 627.48IE= 617.15IE= 617.06CBTOP= 627.48IE= 616.51IE= 616.50CBTOP= 627.55IE= 615.78IE= 615.55STEELPLATEFLAGPOLEA/C PADA/CGLASS FRONTSDSDSDMHTOP= 627.94IE= 620.40IE= 621.30IE= 620.30SD
12312318" RCPORANGE PAINT FIBER OPTIC FIBER OPTIC FIBER OPTICFIBER OPTICFIBER OPTICFIBER OPTICUNDERGROUND ELECUNDERGROUND ELECBRICKPATIO36" RCPSD6" DIP12" CMPDITOP=631.36IE= FULL OFDEBRISIE= 629.04IE= 629.64IE= 629.13MHTOP= 632.89IE= 625.45IE= 624.94SSMHTOP= 627.79IE= 623.49IE= 623.19LPLPLPLPLPLPLPLPCONCPADCABLEBOXAREA(CONC)SHRUBAREAWV PITWV PITDITOP=629.94IE= 626.64IE= 626.6215" RCP12" RCP10" CLAY8" CLAY8" CLAY8" CLAY8" CLAY8" CLAY
18" RCP8" CLAY 8" CLAY18
"
RCPFF= 633.24WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSDSDSDSDSDSD36" RCPNOT FIELD VERIFIEDNOT F
IELD
VER
IF
IEDCONTINENTAL BOULEVARD(60' PUBLIC ROW)CONTINENTAL BOULEVARD(60' PUBLIC ROW)NOT FIELD VERIFIEDEXISTING PROPERTY LINEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEX X X X X X X XGGGGGGSDSD
W/VPITCBTOP= 631.74IE= 628.5615" RCPSDSDSDSD15" RCPIE= 626.47PHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASEN
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE III
DEMOLITION PLANSheet 17 of 26CIII-2.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONDEMOLITION LEGEND- EXISTING INFRASTRUCTURE TO BE REMOVED- EXISTING MISC. & UTILITIES TO BE REMOVEDLOC- PROPOSED LIMITS OF CONSTRUCTION- EXISTING TREE TO BE REMOVEDTPTP- PROPOSED TREE PROTECTIONCOORDINATE CLOSELY WITH UTILITYCOMPANIES TO AVOID DISRUPTION OFSERVICE. CONTACTS LISTED ON COVERSHEET.NOTE:COORDINATE DEMOLITION WITHEROSION CONTROL INSPECTORNOTE:CONTRACTOR RESPONSIBLE FOROBTAINING DEMOLITION PERMIT(S)NOTE:ALL WORK IN CITY OF CHARLOTTER/W IS SUBJECT TO ENCROACHMENTPERMIT AND DRIVEWAY PERMITCONDITIONSPHASE III INSET 'A'SCALE: 1" = 40'PHASE III INSET 'B'SCALE: 1" = 40'EXISTING CURB & GUTTER & ASPHALTTO BE REMOVED. SAWCUT EDGES.EXISTING CURB & GUTTER, SIDEWALK & ASPHALTTO BE REMOVED. SAWCUT EDGES.EXISTING SIDEWALKTO BE REMOVED. SAWCUT EDGES.EXISTING SIDEWALKTO BE REMOVED. SAWCUT EDGES.EXISTING SIDEWALKTO BE REMOVED. SAWCUT EDGES.EXISTING FLAG POLETO BE RELOCATED.EXISTING SIDEWALKTO BE REMOVED. SAWCUT EDGES.EXISTING STEEL PLATETO BE REMOVED.EXISTING CONCRETE PADTO BE REMOVED.EXISTING STORM DRAINAGETO BE REMOVED. GROUT OPENINGAT EXISTING STRUCTURE TO REMAIN.EXISTING STORM DRAINAGETO BE REMOVED.EXISTING STRIPINGTO BE REMOVED.EXISTING STORMDRAINAGETO BE REMOVED.EXISTING STORM DRAINAGETO BE REMOVED. GROUT OPENINGAT EXISTING STRUCTURE TO REMAIN.EXISTING ASPHALTTO BE REMOVED.SAWCUT EDGES.EXISTING LIGHT POLETO REMAIN.EXISTING BUILDINGCURRENTLY BEING DEMOLISHEDUNDER SEPARATE CONTRACT.COORDINATE DEMOLITION WITHOWNER AND CONTRACTOR ONSITE.EXISTING CURB & GUTTER & ASPHALTTO BE REMOVED. SAWCUT EDGES.EXISTING CURB & GUTTERTO BE REMOVED. SAWCUT EDGES.EXISTING SIDEWALKTO BE REMOVED. SAWCUT EDGES.EXISTING HYDRANT & BOLLARDSTO BE REMOVED. HYDRANT TO BE SALVAGED.EXISTING SIDEWALKTO BE REMOVED. SAWCUT EDGES.EXISTING BOLLARDSTO BE REMOVED. UTILITY TO BECONVERTED TO ROAD BOX.EXISTING STORMDRAINAGETO BE REMOVED.EXISTING CHAINLINK FENCETO BE REMOVED.EXISTING BOLLARDSTO BE REMOVED. UTILITY TO BECONVERTED TO ROAD BOX.EXISTING CHAINLINK FENCETO BE REMOVED.EXISTING HYDRANT & BOLLARDSTO BE REMOVED. HYDRANT TO BE SALVAGED.EXISTING CONCRETE & ASPHALTTO BE REMOVED. SAWCUT EDGES.EXISTING STORMTO BE REMOVED & REPLACED.EXISTING STORM & BOLLARDSTO BE REMOVED. STORM TO BE CAPPED.EXISTING BOLLARDSTO BE REMOVED IF CONFLICTING WITHPROPOSED PARKING.EXISTING STORM DRAINAGETO BE REMOVED OR FILLED WITHFLOWABLE FILL.350 LF OF EXISTING WATERLINETO BE VERTICALLY OFFSET USING)285ƒ%(1'6
SD SD SDWood Fence4 Story Stucco BuildingF.F.=632.0834,212 sq. ft.R/W~ Asphalt ~Concrete CurbConcrete CurbR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WXXWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW GGGGGGGGGGGGGGGGGGGGGGGGGGGGTELPEDSIGNJUNCTIONBOXES
ELEC.BOXELEC.BOXBREAKLINE GENPADTRANS.PADA/CPADA/CPADRAMPLOADINGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS
SSMHTOP=621.23IE= 612.58IE= 612.92IE= 612.18IE= 612.18SSMHTOP=622.67IE= 613.22IE= 613.15IE= 618.41SSMHTOP=625.09IE= 614.14IE= 610.64IE= 620.69SSMHTOP=630.05IE= 615.70IE= 615.60IE= 625.65SSMHTOP=632.44IE= 617.81IE= 617.79SSMHTOP=632.83IE= 618.83IE= 618.68SSMHTOP=632.78IE= 619.23SSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMHTOP=630.72IE= 623.77IE= 623.52IE= 624.02231123123123SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS12323112312312344321SD SD SD SD SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSD
SDUGTUGT UGT UGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEOHUOHUOHUOHUOHUOHUOHUUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
SDA/C PADA/CGLASS FRONTSDSDSDSD
ORANGE PAINT FIBER OPTIC FIBER OPTIC FIBER OPTICFIBER OPTICFIBER OPTICFIBER OPTICUNDERGROUND ELECUNDERGROUND ELECBRICKPATIOSSMHTOP= 627.79IE= 623.49IE= 623.19LPLPLPLPLPLPLPCABLEBOXAREA(CONC)WV PITWV PIT10" CLAY8" CLAY8" CLAY8" CLAY8" CLAY
8" CLAY 8" CLAY
FF= 633.24WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSDSDSDSDSDSDCONTINENTAL BOULEVARD(60' PUBLIC ROW)CONTINENTAL BOULEVARD(60' PUBLIC ROW)EXISTING PROPERTY LINEFWFWFWFWFWFWFWFWFW50'50'PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE30'5'15.8'45.3'32.2'24'24'9'18'7'5'5'30'
135'30'30'R25'R
1
0
'
R70'R100'R36'R8'R8'R15'R5'R8'R8'R8'R4'R8'R60.5'R8'R8'
R
1
5
'
R165'
R80'
R110'
R135'R30'R25'42PROPOSED PROPERTY LINEPROPOSED PROPERTY LINEPROPOSED PROPERTY LINECONCPADGRATESSSSSSSSSSSSSSSSSSSSSSSSSSSDSDCONCPADSDSD
WWW
WWWWWWPHASEPHASE PHASE PHASE
PHASEWWWWWWWWWWWWWWWWR15'R6
0
.
5
'
R50
'R8'R5'R15'3X X X X GGGGGGW/VPITSDSDSDSDPHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASEN
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE III
SITE & UTILITY PLANSheet 18 of 26CIII-3.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONPAVEMENT HATCH LEGENDNORMAL DUTY ASPHALTNEW HEAVY DUTY ASPHALTEXISTING HEAVY DUTY ASPHALT(TO BE VERIFIED)5" PORTLANDCEMENT (4,000 PSI@ 28 DAYS)COMPACTEDSUBBASE* - PAVEMENT SECTION BASED ON PREVIOUS SITE IMPROVEMENT PLANS DATED 2010 BY ESPASSOCIATES. CONTRACTOR SHALL PROVIDE OWNER WITH MATERIAL TESTING REPORTS BY ACERTIFIED TESTING COMPANY.HEAVY DUTY CONCRETE PAVEMENT SECTION*4" CABC STONE - FINAL LIFT OF SURFACE COURSE TO BE APPLIED AFTER 75% DEVELOPMENT OCCUPANCY OR1 YEAR FROM INTERMEDIATE COURSE PLACEMENT (WHICHEVER OCCURS FIRST) - 8" COMPACTED AGGREGATE BASE COURSE, OR 4" BCBG TYPE B25.0B SHOULD ENTIREDEVELOPMENT HAVE A CBR OF 6 OR GREATER, THEN AN ALTERNATE BASE COURSEPAVEMENT DESIGN MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.* - PAVEMENT SECTION BASED ON PREVIOUS SITE IMPROVEMENT PLANS DATED 2010 BY ESPASSOCIATES. CONTRACTOR SHALL PROVIDE OWNER WITH MATERIAL TESTING REPORTS BY ACERTIFIED TESTING COMPANY.NORMAL DUTY PAVEMENT SECTION*6COMPACTEDSUBBASETACK COAT (IFREQUIRED)1" SF 9.5A8" CABC STONE1.5" S9.5A, S9.5B - PAVEMENT SECTION OF 6.5" ASPHALT AND 10" STONE ASSUMES A CBR OF 4.8. SUBGRADESOIL CONDITIONS AND CBR VALUES SHALL BE VERIFIED BY OWNER'S GEOTECHNICALENGINEER. CBR VALUES LESS THAN 4.8 MAY WARRANT A MODIFIED PAVEMENT DESIGN BYTHE OWNER'S GEOTECHNICAL ENGINEER.* - PAVEMENT SECTION BASED ON PREVIOUS SITE IMPROVEMENT PLANS DATED 2010 BY ESPASSOCIATES. CONTRACTOR SHALL PROVIDE OWNER WITH MATERIAL TESTING REPORTS BY ACERTIFIED TESTING COMPANY.COMPACTED SUBBASE(CBR OF 4.8)TACK COAT (IFREQUIRED)1" SF 9.5B10" CABC STONE2.5" I 19.0XHEAVY DUTY PAVEMENT SECTION*73" TYPE B37.5CWATER LEGENDEXISTING WATERLINEPROPOSED WATERLINEPROPOSED FIRE LINEPROPOSED WATER METERPROPOSED BACKFLOW PREVENTERPROPOSED FIRE HYDRANT1155271451120S1S1W7W5W7W5W5W5141412214145SIGHT TRIANGLESMUST BE CLEAR BETWEEN 30" AND 72".OBJECTS THAT MAY BE REQUIRED WITHINSIGHT TRIANGLES, SUCH AS FIREHYDRANTS, UTILITY POLES, AND TRAFFICCONTROL DEVICES, SHALL BE LOCATEDSO THAT THEY MINIMIZE OBSTRUCTION.W5SITE KEYS12NEW 1'-6" CONCRETE CURB & GUTTER. SEE DETAILS ON SHEET C7.0.NEW CONCRETE SIDEWALK. SEE GENERAL NOTES ON SHEET C1.1 & DETAILS ONSHEET C7.0.34NEW ACCESSIBLE RAMP IN ACCORDANCE WITH N.C. ACCESSIBILITY CODE, ADA & CITYOF CHARLOTTE REQUIREMENTS & SPECIFICATIONS (G.S. 20-37.6). SEE DETAILS ONSHEET C7.0.NEW ACCESSIBLE PARKING SIGNAGE. SEE DETAILS SHEET C7.0.567NEW NORMAL DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET C1.1 &ADDITIONAL INFORMATION SHOWN ON THIS SHEET.NEW HEAVY DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET C1.1 &ADDITIONAL INFORMATION SHOWN ON THIS SHEET.8NEW PAINT STRIPE. 4" WIDE; WHITE IN COLOR.9NEW DRIVEWAY. DRIVEWAY TO BE TO THE CITY OF CHARLOTTE STANDARDS. SEEDETAIL ON SHEET C7.1.10TRANSITION NEW 1'-6" CURB AND GUTTER INTO EXISTING CURB AND GUTTER AND/OREDGE OF PAVEMENT.11SAWCUT EXISTING PAVING.NEW CHAINLINK FENCE TO MATCH EXISTING FENCING.12RELOCATED MAILBOX.13NEW CONTRACTOR-INSTALLED CONDUIT TO BE COORDINATED WITH UTILITY ANDIRRIGATION CONTRACTORS FOR SIZE AND LOCATIONS (TYPICAL).14RELOCATED SIGN.15RELOCATED LIGHT POLE.16NEW STOP SIGN, PER MUTCD STANDARDS.1718NEW BOLLARD. SEE DETAIL ON SHEET C7.0.EXISTING LIGHT POLE (TYPICAL).19NEW RETAINING WALL. DESIGN BY OTHERS.UTILITY KEYSW1W2W3W6CONNECT NEW 10" PRIVATE FIRE LINE TO EXISTING 8" FIRE LINE WITH 8" TO 10"REDUCER.W7EXISTING 6" REDUCED PRESSURE BACK FLOW ASSEMBLY.W4NEW FIRE PUMP HOUSE TO BE PAINTED TO MATCH EXISTING BUILDING (FFE: 629.50).W11REROUTED DRY FIRE LINE.NEW 10" PRIVATE FIRE LINE (C900 PVC PRESSURE PIPE).W5EXISTING FIRE HYDRANT.REINSTALL SALVAGED FIRE HYDRANT WITH NEW 12"X6" CUT IN TEE AND 6" GATEVALVE AND BOX. HYDRANT TO BE APPROVED BY AND INSTALLED PER CITY OFCHARLOTTE STANDARDS. HYDRANT LEADS SHALL BE CONSTRUCTED OF 6"DUCTILE IRON PIPE WITH RESTRAINED JOINTS.EXISTING 12" LOOPED FIRE LINE.W9EXISTING PIV TO BE CONVERTED TO ROAD BOX.W8EXISTING DEDICATED FIRE SERVICE LINE (PER FACILITY OPERATIONS MANAGER,NOT VERIFIED) TO BE ABANDONED WHEN NEW SYSTEM IS OPERATIONAL.W10NEW HYDRANT ASSEMBLY WITH 6" GATE VALVE AND BOX.S1EXISTING 8" GRAVITY SANITARY SEWER.S2EXISTING SANITARY SEWER MANHOLE. ADJUST RIM ELEVATION TO MATCH GRADE.W12(;,67,1*:$7(5/,1(72%(9(57,&$//<2))6(786,1*)285ƒ%(1'6$6NECESSARY TO MAINTAIN 36" OF COVER.PHASE III INSET 'A'SCALE: 1" = 40'PHASE III INSET 'B'SCALE: 1" = 40'711W91010W7W519W6S1S111W98NEW PAINT STRIPE. 4" WIDE; WHITE IN COLOR.9NEW DRIVEWAY. DRIVEWAY TO BE TO THE CITY OF CHARLOTTE STANDARDS. SEEDETAIL ON SHEET C7.1.1011SAWCUT EXISTING PAVING.NEW CHAINLINK FENCE TO MATCH EXISTING FENCING.RELOCATED MAILBOX.13NEW CONTRACTOR-INSTALLED CONDUIT TO BE COORDINATED WITH UTILITY ANDIRRIGATION CONTRACTORS FOR SIZE AND LOCATIONS (TYPICAL).14RELOCATED SIGN.15RELOCATED LIGHT POLE.16NEW STOP SIGN, PER MUTCD STANDARDS.1718NEW BOLLARD. SEE DETAIL ON SHEET C7.0.EXISTING LIGHT POLE (TYPICAL).SITE KEYS12NEW 1'-6" CONCRETE CURB & GUTTER. SEE DETAILS ON SHEET C7.0.NEW CONCRETE SIDEWALK. SEE GENERAL NOTES ON SHEET C1.1 & DETAILS ONSHEET C7.0.34NEW ACCESSIBLE RAMP IN ACCORDANCE WITH N.C. ACCESSIBILITY CODE, ADA & CITYOF CHARLOTTE REQUIREMENTS & SPECIFICATIONS (G.S. 20-37.6). SEE DETAILS ONSHEET C7.0.NEW ACCESSIBLE PARKING SIGNAGE. SEE DETAILS SHEET C7.0.567NEW NORMAL DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET C1.1 &ADDITIONAL INFORMATION SHOWN ON THIS SHEET.NEW HEAVY DUTY ASPHALT PAVEMENT. SEE GENERAL NOTES ON SHEET C1.1 &ADDITIONAL INFORMATION SHOWN ON THIS SHEET.TRANSITION NEW 1'-6" CURB AND GUTTER INTO EXISTING CURB AND GUTTER AND/OREDGE OF PAVEMENT.UTILITY KEYSW1W2W3W6CONNECT NEW 10" PRIVATE FIRE LINE TO EXISTING 8" FIRE LINE WITH 8" TO 10"REDUCER.W7EXISTING 6" REDUCED PRESSURE BACK FLOW ASSEMBLY.W4NEW 10" PRIVATE FIRE LINE (C900 PVC PRESSURE PIPE).W5EXISTING FIRE HYDRANT.REINSTALL SALVAGED FIRE HYDRANT WITH NEW 12"X6" CUT IN TEE AND 6" GATEVALVE AND BOX. HYDRANT TO BE APPROVED BY AND INSTALLED PER CITY OFCHARLOTTE STANDARDS. HYDRANT LEADS SHALL BE CONSTRUCTED OF 6"DUCTILE IRON PIPE WITH RESTRAINED JOINTS.EXISTING 12" LOOPED FIRE LINE.W9EXISTING PIV TO BE CONVERTED TO ROAD BOX.W8EXISTING DEDICATED FIRE SERVICE LINE (PER FACILITY OPERATIONS MANAGER,NOT VERIFIED) TO BE ABANDONED WHEN NEW SYSTEM IS OPERATIONAL.W10NEW HYDRANT ASSEMBLY WITH 6" GATE VALVE AND BOX.NEW FIRE PUMP HOUSE TO BE PAINTED TO MATCH EXISTING BUILDING (FFE: 629.50).UTILITY KEYS CONTINUEDW11REROUTED DRY FIRE LINE.S1EXISTING 8" GRAVITY SANITARY SEWER.1168811W64410W12(;,67,1*:$7(5/,1(72%(9(57,&$//<2))6(786,1*)285ƒ%(1'6$6NECESSARY TO MAINTAIN 36" OF COVER.W121219NEW RETAINING WALL. DESIGN BY OTHERS.19191919S2EXISTING SANITARY SEWER MANHOLE. ADJUST RIM ELEVATION TO MATCH GRADE.S2S21
SD SD SDWood Fence4 Story Stucco BuildingF.F.=632.0834,212 sq. ft.R/W~ Asphalt ~Concrete CurbConcrete CurbR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WXXWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW GGGGGGGGGGGGGGGGGGGGGGGGGGGGTELPEDSIGNJUNCTIONBOXES
ELEC.BOXELEC.BOXBREAKLINE GENPADTRANS.PADA/CPADA/CPADRAMPLOADINGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS
SSCBTOP=628.44IE= 624.58CBTOP=624.79IE= 620.90CBTOP=623.60IE= 619.94IE= 619.68CBTOP=620.64IE= 617.20SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDCBTOP=627.14IE= 621.93IE= 621.98CBTOP=627.04IE= 621.71IE= 621.49SDSD15" RCP15" RCP18" RCP18" RCP18" RCP18" RCP36" RCP15" RCPCBTOP=626.66IE= 620.72IE= 619.41SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSD SD SD SD SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSD
SDUGTUGT UGT UGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEOHUOHUOHUOHUOHUOHUOHUUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
CBTOP=619.68IE= 615.29IE= 614.78IE= 614.69123123CBTOP=621.93IE= 615.84IE= 615.77CBTOP=626.72IE= 617.37MHTOP=630.77IE= 623.97IE= 625.47IE= 623.83IE= 623.7312344321CBTOP=627.26IE= 625.09IE= 624.83DITOP=632.05IE= 626.65IE= 626.7915" RCP18" RCP12" STEEL6" PVC18" RCPDITOP=632.91IE= 629.73 8" CLAYIE= 629.17 8" STEELIE= 630.05 8" STEELIE= 629.23 18" RCP1234418" RCP
DITOP=632.38IE= 628.81IE= 628.3918" RCPDITOP=632.30IE= 620.16MHTOP=632.30IE= 627.82IE= 627.70IE= 629.63IE= 626.68SD123412346"
ROOF12" RCP18" RCPDITOP=630.63IE= 626.63IE=626.50MHTOP= 630.80IE= 619.27IE= 625.08IE= 619.1418
"

R
C
P
36" RCP12323MHTOP= 629.43IE= 618.25IE= 618.0936" RCP48" RCP48" RCP48" RCPCBTOP= 627.48IE= 617.15IE= 617.06CBTOP= 627.48IE= 616.51IE= 616.50CBTOP= 627.55IE= 615.78IE= 615.55A/C PADA/CSDSDSDMHTOP= 627.94IE= 620.40IE= 621.30IE= 620.30SD
12312318" RCPORANGE PAINT
36" RCPMHTOP= 632.89IE= 625.45IE= 624.94LPLPLPLPLPLPLPCABLEBOXAREA(CONC)WV PITWV PITDITOP=629.94IE= 626.64IE= 626.6212" RCP8" CLAY18" RCPFF= 633.24WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSDSDSDSDSDSD36" RCPNOT FIELD VERIFIEDNOT F
IELD
VER
IF
IEDCONTINENTAL BOULEVARD(60' PUBLIC ROW)CONTINENTAL BOULEVARD(60' PUBLIC ROW)NOT FIELD VERIFIEDEXISTING PROPERTY LINEFWFWFWFWFWFWFWFWFWPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEFFE = 633.17FFE = 633.17PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE628.32627.82))( “631.20630.70 (HP)631.50631.00631.30630.30631.50631.00630.50630.00627.65627.78627.28X X X X GGGGGGW/VPITCBTOP= 631.74IE= 628.56SDSDSDSD15" RCPIE= 626.47PHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASECONCPADGRATESSSSSSSSSSSSSSSSSSSSSSSSSSSDMHTOP= 632.89IE= 625.45IE= 624.94MHTOP= 632.49IE= 628.48IE= 624.18IE= 626.66IE= 627.26MHTOP= 634.15IE= 628.33123424310" PVC8" STEEL6" PVC8" PVCSDMHTOP= 633.14IE= 628.89IE= 628.68IE= 629.20IE= 628.6012344321DI W/ GRATETOP=628.89IE= 626.86IE= 626.868" PVCCONCPADSDSD
WWW
WWWWWWPHASEPHASE PHASE PHASE
PHASEWWWWWWWWWWWWWWWW633.17633.17633.17630.50631.25N
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE III
GRADING & DRAINAGE PLANSheet 19 of 26CIII-4.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONGRADING KEYSGRADING LEGENDEXISTING CONTOURPROPOSED CONTOURPROPOSED LIMITS OF CONSTRUCTIONPROPOSED STORM DRAINAGE EASEMENTPROPOSED SPOT ELEVATION (AT CURB: TOC/BOC)PROPOSED SPOT ELEVATION (NO CURB)PROPOSED JUNCTION BOXPROPOSED CATCH BASINPROPOSED DROP INLET100.50100.00100.00PROPOSED FLARED END SECTIONPROPOSED OUTLET STRUCTUREPROPOSED HEADWALLPROPOSED RIPRAP APRONFLOW DIRECTION ARROWG1G2ADJUST RIM TO MATCH PROPOSED GRADE.TERMINATE CURB.LOCLOCSDESDEG1PROVIDE 18" (MIN) OF CLEARANCEOVER SANITARY SEWER.G1PHASE III INSET 'A'SCALE: 1" = 40'PHASE III INSET 'B'SCALE: 1" = 40'G1G3MATCH EXISTING GRADE.G3FFE = 633.17EXISTINGFFE = 633.17SLOPE VARIES1.0%EXISTING 10" PVCDESIGN BY OTHERSPHASE III INSET 'A' CROSS-SECTION A-ANOT TO SCALETRENCH DRAINAA3"EX.GRADEZURN 874-12 TRENCH DRAINOR APPROVED EQUAL (TYP.)(SHOWN FOR CLARITY)4'10'10'93.3 LF OF TRENCH DRAINCONNECT TO HDPE AT INVERT ELEV: 627.43120 LF OF TRENCH DRAINCONNECT TO PVC AT INVERT ELEV: 627.1580 LF OF TRENCH DRAINCONNECT TO STORM MANHOLE@ INVERT ELEV: 627.57G4CONNECT TO EXISTING ROOF DRAINS.G4G4CONTRACTOR TO VERIFYCONDITION OF MANHOLEPRIOR TO CONSTRUCTION.
SD SD SDWood Fence4 Story Stucco BuildingF.F.=632.0834,212 sq. ft.R/W~ Asphalt ~Concrete CurbConcrete CurbR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WXXWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW GGGGGGGGGGGGGGGGGGGGGGGGGGGGTELPEDSIGNJUNCTIONBOXES
ELEC.BOXELEC.BOXBREAKLINE GENPADTRANS.PADA/CPADA/CPADRAMPLOADINGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS
SSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSD SD SD SD SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSD
SDUGTUGT UGT UGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEOHUOHUOHUOHUOHUOHUOHUUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
SDA/C PADA/CSDSDSDSD
ORANGE PAINT LPLPLPLPLPLPLPCABLEBOXAREA(CONC)WV PITWV PITFF= 633.24WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSDSDSDSDSDSDCONTINENTAL BOULEVARD(60' PUBLIC ROW)CONTINENTAL BOULEVARD(60' PUBLIC ROW)EXISTING PROPERTY LINEX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFWFWFWFWFWFWFWFWFWPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEX X X X GGGGGGW/VPITSDSDSDSDPHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASECONCPADGRATESSSSSSSSSSSSSSSSSSSSSSSSSSSDSDCONCPADSDSD
WWW
WWWWWWWPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE
PHASEWWWWWWWWWWWWWWWWN
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE III
EROSION CONTROL PLANSheet 20 of 26CIII-5.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONEROSION CONTROL LEGENDEXISTING CONTOURPROPOSED CONTOURPROPOSED LIMITS OF CONSTRUCTIONPROPOSED SILT FENCEPROPOSED INLET PROTECTIONTREE PROTECTION FENCINGLOCLOCXXEROSION CONTROL KEYSCETEMPORARY STABILIZED CONSTRUCTION ENTRANCE.SFTEMPORARY SILT FENCE.SF2TEMPORARY DOUBLE ROW OF SILT FENCE.ROTEMPORARY ROCK OUTLET IN SILT FENCE.SMSLOPE MATTING.PBTEMPORARY POROUS BAFFLES.IPTEMPORARY STONE INLET PROTECTION.LOCLOC LOC LOC LOC LOC LOC LOC LOC LOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC LOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC LOC LOC LOC LOC LOC LOC
IPLIMITS OF CONSTRUCTION5.0 ACRES(6.6 ACRES TOTAL PHASE III)1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OFCHARLOTTE ENGINEERING DEPARTMENT.2.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH THE EROSIONCONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TODISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCHCONFERENCE 48 HOURS PRIOR TO LAND DISTURBING ACTIVITY IS AVIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECT TO FINE.3.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, INLET PROTECTION, SILTDITCHES, TREE PROTECTION AND OTHER MEASURES AS SHOWN ON THEPLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.4.CALL FOR ONSITE INSPECTION BY INSPECTOR OF EROSION CONTROLDEVICES. WHEN APPROVED, CLEARING AND GRUBBING MAY BEGIN.5.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALLEROSION CONTROL DEVICES AND STRUCTURES.6.FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITHEROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACHPHASE OF EROSION CONTROL MEASURES.7.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.8.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED INACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROLPLANNING AND DESIGN MANUAL, CHARLOTTE LAND DEVELOPMENTSTANDARDS, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, ANDTHE U.S. DEPT. OF AGRICULTURE.9.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALLEROSION CONTROL DEVICES AND STRUCTURES. THE CONTRACTOR SHALLMAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTOR SOTHAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATESTAGES OF CONSTRUCTION.10.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OFEROSION CONTROL MEASURES.CONSTRUCTION SEQUENCELIMITS OF CONSTRUCTION5.0 ACRES(6.6 ACRES TOTAL PHASE III)IPIPIPIPIPIPIPIPIPROSFROROROROSFROSFROROSFPHASE III INSET 'A'SCALE: 1" = 40'PHASE III INSET 'B'SCALE: 1" = 40'LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
LOC LOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLO
C
LOCLOCLOCLOCLOCLOCLOCLOCLOC LOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLIMITS OF CONSTRUCTION0.6 ACRES(6.6 ACRES TOTAL PHASE III)LIMITS OF CONSTRUCTION1.0 ACRES(6.6 ACRES TOTAL PHASE III)IPIPIPIPIP
SD SD SDWood Fence4 Story Stucco BuildingF.F.=632.0834,212 sq. ft.R/W~ Asphalt ~Concrete CurbConcrete CurbR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WXXWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW GGGGGGGGGGGGGGGGGGGGGGGGGGGGTELPEDSIGNJUNCTIONBOXES
ELEC.BOXELEC.BOXBREAKLINE GENPADTRANS.PADA/CPADA/CPADRAMPLOADINGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS
SSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSD SD SD SD SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSD
SDUGTUGT UGT UGT UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEOHUOHUOHUOHUOHUOHUOHUUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
SDA/C PADA/CSDSDSDSD
ORANGE PAINT LPLPLPLPLPLPLPCABLEBOXAREA(CONC)WV PITWV PITFF= 633.24WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSDSDSDSDSDSDCONTINENTAL BOULEVARD(60' PUBLIC ROW)CONTINENTAL BOULEVARD(60' PUBLIC ROW)EXISTING PROPERTY LINEFWFWFWFWFWFWFWFWFW50'50'PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEPHASEX X X X GGGGGGW/VPITSDSDSDSDPHASE PHASE PHASE PHASE PHASE
PHASEPHASEPHASEPHASEPHASECONCPADGRATESSSSSSSSSSSSSSSSSSSSSSSSSSSDSDCONCPADSDSD
WWW
WWWWWWPHASEPHASE PHASE PHASE
PHASEWWWWWWWWWWWWWWWWN
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
PHASE III
LANDSCAPE PLANSheet 21 of 26CIII-6.0RevisionsSeal05/26
/2016TRUENORTHPLANNORTHWEDRAWING INFORMATIONSHUMARD OAKEASTERN REDBUDLANDSCAPE LEGENDHEIGHT/SIZECOMMON NAMEQTY.SYM.BOTANICAL NAMEROOT/CONTAINERLOCATION* - FULL-TO-GROUNDSPACINGTYPEPHASE III LANDSCAPE SCHEDULE2" CAL./8' TALL (SINGLE TRUNK)B & BAS SHOWNSO36QUERCUS SHUMARDIISHUMARD OAKVEHICLE USE AREALARGE MATURINGNATIVEYB & BAS SHOWNRB5CERCIS CANADENSISEASTERN REDBUDVEHICLE USE AREA SMALL MATURING2" CAL./8' TALL (SINGLE TRUNK)YBURFORD HOLLY SHRUBNOTE: SPADE EXISTING TREES IF POSSIBLE.NOTE: EXISTING TREES MAY BE SUBSTITUTED FORPROPOSED TREES AS LONG AS CITY OFCHARLOTTE REQUIREMENTS ARE MET.COORDINATE WITH URBAN FORESTER.SOSOSOSOSOSOSMSOSOSOSOSOSOSOSOSOSOSOSORBRBRBRBRBSOPHASE III INSET 'A'SCALE: 1" = 40'PHASE III INSET 'B'SCALE: 1" = 40'SIGHT TRIANGLESMUST BE CLEAR BETWEEN 30" AND 72".OBJECTS THAT MAY BE REQUIRED WITHINSIGHT TRIANGLES, SUCH AS FIREHYDRANTS, UTILITY POLES, AND TRAFFICCONTROL DEVICES, SHALL BE LOCATEDSO THAT THEY MINIMIZE OBSTRUCTION.SUGAR MAPLESMSMSMSMSMSMSMSMSMB & BAS SHOWNSM18ACER SACCHARUMSUGAR MAPLEVEHICLE USE AREA LARGE MATURING2" CAL./8' TALL (SINGLE TRUNK)YINTERNAL PLANTING REQUIREMENTS1 TREE PER 10,000 SF IMPERVIOUS AREAIMPERVIOUS AREA = 2,641,889 SF264 TREES REQUIRED106 TREES EXISTING158 TREES PROVIDEDPHASE I:61 TREES PROVIDEDPHASE II:39 TREES PROVIDEDPHASE III:58 TREES PROVIDED264 TOTAL INTERNAL TREESPERIMETER REQUIREMENTS1 TREE PER 40 LF (MIN. 10' WIDE LANDSCAPING STRIP)SHRUBS REQUIRED AT PARKING49 EXISTING STREET TREES1 ADDITIONAL TREE PROVIDED (PHASE III)74 SHRUBS PROVIDED (PHASE I)NO PARKING SPOT CAN BE OVER: 40' FROM PROPOSED TREE60' FROM EXISTING TREE60' FROM TREE (CONTINUOUS PLANTING STRIP)LARGE MATURING REQUIREMENTS75% LARGE MATURING TREES REQUIRED159 TREES PROVIDED146 LARGE MATURING TREES PROVIDEDPHASE I:55 LARGE MATURING = 90.2%PHASE II:37 LARGE MATURING = 94.9%PHASE III:54 LARGE MATURING = 91.5%91.8% LARGE MATURING TREES PROVIDEDLANDSCAPE CALCULATIONSEXISTING TREE (TYP)
N
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
GENERAL DETAILSSheet 22 of 26C7.0RevisionsSeal05/26
/2016TYPICAL TRAFFIC ARROWNO SCALE1'-6"4'-0"2'-6"9"1'-0"2'-6"9"FEATHERING CURB AND GUTTER DETAIL2'-0"(N.T.S.)Bituminuous Curb orConcrete Curb & GutterTo Be RoundedTransition1" RADIUS @ EDGE1/2" EXPSN. JNT.(1) #4 CONT.1'-4"
6"
3"8"MIN.TYP. TURN-DOWN SIDEWALK DETAILNOT TO SCALEPROVIDE 6" DIAM. STD. STL. PIPEBOLLARD(S) (PAINTED) SET IN 4000PSICONCRETE MIN 12" x 12" x 36" DEEP FILLPIPE SOLID W/ CONCRETE FLUSH W/TOP.4'-0"1'-0"3'-0"TYP. STL. BOLLARD DETAILNOT TO SCALECONCRETE SLOPEDCAPAPPROVED DATE: 02/200710' (EX.)10" (EX.)2.1.APPROVED DATE: 02/2007APPROVED DATE: 02/2007APPROVED DATE: 02/2007GS20-37.612"APPROVED DATE: 02/2007APPROVED DATE: 02/2007
N
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
GENERAL DETAILSSheet 23 of 26C7.1RevisionsSeal05/26
/2016
N
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
UTILITY DETAILSSheet 24 of 26C7.2RevisionsSeal05/26
/2016
N
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
STORMWATER DETAILSSheet 25 of 26C7.3RevisionsSeal05/26
/2016APPROVED DATE: 02/2007APPROVED DATE: 02/2007RIP RAP SUMMARY CHARTOUTLETLaW1W2T*H
N
LP
SEALREINEENG33996ONSRAISOTO
R
EHR
FOCLIAANTHIS DRAWING IS THE
PROPERTY OF BURTON
ENGINEERING ASSOCIATES
AND IS NOT TO BE
REPRODUCED OR COPIED IN
WHOLE OR IN PART. IT IS NOT
TO BE USED ON ANY OTHER
PROJECT AND IS TO BE
RETURNED UPON REQUEST.
LAND PLANNERS
ENGINEERING
ASSOCIATES
BURTON
CIVIL ENGINEERS
[phone] Fax [phone]
5950 Fairview Rd. Suite 100 Charlotte, NC 28210GTWProject Number601-002DateEngineerDrawn By05/26/16EJRSheet
Project
Title
1900 CONTINENTAL BLVD
CHARLOTTE, NORTH CAROLINA
1900 CONTINENTAL SITE IMPROVEMENTS
Firm License #1557
EROSION CONTROL
DETAILSSheet 26 of 26C7.4RevisionsSeal05/26
/20166' MAX.NOTES:A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVETHE CONSTRUCTION SITE ONTO A PUBLIC STREET.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONALSTONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHENWASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO ANAPPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.PUBLIC STREETEXISTING GROUND100' MIN.SOIL STABILIZATION FABRICUNDER 2"-3" WASHED STONE100' MIN.FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.COUNTY MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TOACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.1.2.3.4.5.6.APPROVED DATE: 02/2007APPROVED DATE: 02/2007APPROVED DATE: 02/2007AA12" #5 WASHED STORAGE CATCH PLAN VIEWSECTION A-ASTONEAREABASINAREASTORAGE CATCH BASINAPPROVED DATE: 02/20074' MAX.1' MIN.

Appendix B
Contingency Plan

1
S:\AAA-Master Projects\LRC Patriot (LRC)\LRC-003 Continental EMP - bldg improvements\EMP\EMP_Cover Page, TOC and Appendix B.doc
Contingency Plan Building Improvements
1900 Continental Blvd, Charlotte, North Carolina
Brownfields Project #17047-13-060 H&H Job No. LRC-003
This Contingency Plan is required by Part 9 of the NC DEQ template Environmental
Management Plan (EMP) for building improvements at the property located at 1900 Continental
Boulevard in Charlotte, Mecklenburg County, North Carolina. This EMP is specifically for
water tank removal, landscaping, stormwater pond, and parking lot work near existing buildings
at this site.

There is no known environmental contamination in the proposed work areas. However, this
Contingency Plan has been prepared to identify the management policies and field procedures to
be taken to address potential unknown environmental conditions in the event any are identified
during the building improvement work.

Contingency Actions

In the event that contractors encounter unknown sub-surface environmental conditions (i.e.
tanks, drums, or waste materials) during construction activities, the actions noted below will be
used.

1. During soil disturbance at the site, the workers or contractors will observe soils for evidence
of impacted soil that may not be suitable to leave in place in exposed areas at an industrial
use site. Evidence of potential impacted soil includes a distinct unnatural color,
discoloration, strong odor, or observance of filled or previously disposed materials of
concern (i.e. chemicals, tanks, drums, etc.). Should any of the above be noted during site
work, the contractor will contact the project environmental professional to observe the
suspect condition. If the project environmental professional confirms that the material may
be impacted, then the procedures below will be implemented. In addition, the environmental
professional will contact the DEQ Brownfields project manager within 48 hours of discovery
2
S:\AAA-Master Projects\LRC Patriot (LRC)\LRC-003 Continental EMP - bldg improvements\EMP\EMP_Cover Page, TOC and Appendix B.doc
to advise that person of the condition. H&H personnel will remain on call to provide
assistance on an as-needed-basis. In addition, H&H will visit the construction site to check
for environmental concerns 2 to 3 times during site work.

2. In the event that a previously unidentified UST is encountered, the UST and impacted soil, if
any, will be managed in accordance with the procedures described below.

Initial activities will include uncovering the UST using an excavator and removal of residual
fluids (if any) for proper off-site disposal at a permitted facility. Following uncovering and
removal of residual fluids, dry ice (carbon dioxide) will be added to purge potential explosive
vapors from the tank before it is removed from the ground. A lower explosion level (LEL)
meter will be utilized to monitor for an explosive atmosphere in the tank during the purging
process. Tank purging will continue until readings within the tank are less than 10% of the
LEL. Following purging, the tank will be removed from the ground, the exterior of the tank
will be cleaned of soil and loaded onto a trailer for off-site recycling or disposal.

Closure soil samples will then be collected in accordance with the NC DEQ UST Section
Guidelines for Site Checks, Tank Closure, and Initial Response and Abatement for UST
Releases, March 1, 2007 Version, Change 5, Effective December 1, 2013 (Guidelines).
During the UST closure activities, H&H will screen soil using sensory methods (i.e. visual
and olfactory evaluation) and for the presence of organic vapors using a calibrated
photoionization detector (PID). If suspected impacted soil is encountered and is over
excavated from the UST basin, H&H will collect post excavation confirmation samples in
accordance with the UST Section Guidelines. The excavation will proceed only as far as
needed to allow grading and/or construction. Impacted soil (if removed) will be properly
disposed at a permitted facility or reused on site if the criteria for reuse of impacted soil on-
site are met as described in Section 4 below.

3. Suspect impacted soil excavated during grading and/or utility installation or removal may be
stockpiled and covered in a secure area on-site to allow construction to progress. Suspect
impacted soil will be underlain by and covered with a minimum 10-mil plastic sheeting. At
3
S:\AAA-Master Projects\LRC Patriot (LRC)\LRC-003 Continental EMP - bldg improvements\EMP\EMP_Cover Page, TOC and Appendix B.doc
least one representative sample of the soil will be collected for analysis of total VOCs by
EPA Method 8260B, SVOCs by EPA Method 8270D, and HSL metals by EPA Methods
6010/7470. If the results of analysis of the sample indicate that the soil could potentially
exceed toxicity characteristic hazardous waste criteria, then the soil will also be analyzed for
toxicity characteristic leaching procedure (TCLP) for appropriate compounds. Impacted soil
will managed in accordance with the following paragraph.

4. Soil sampled in accordance with Paragraph 3 of this section and other soil to be removed
from this site will be handled in the manner described below based upon the laboratory
analyses:

i. If detectable levels of compounds are found which do not exceed the DEQ
IHSB Industrial PSRGs (other than which are attributable to sampling or
laboratory artifacts or which are consistent with published regional
background levels for metals) and the TCLP concentrations are below
hazardous waste criteria, then the soil may be used on-site as fill without
conditions or transported to a permitted disposal facility. The location
where impacted soil is placed will be mapped using a GPS unit or land
surveyor. The soil disposal facility will likely be Republic’s Charlotte
Motor Speedway Landfill in Concord, NC.

ii. If detectable levels of compounds are found which exceed the DEQ IHSB
Industrial PSRGs (other than which are attributable to sampling or
laboratory artifacts or which are consistent with published regional
background levels for metals) and the TCLP concentrations are below
hazardous waste criteria, then the soil, with DEQ’s approval, may be used
on-site as fill below an impervious surface, beneath at least 2 ft of
compacted clean soil, or transported to a permitted disposal facility.

5. If excavation of unexpected impacted soils occurs, confirmation sampling will be conducted
for purposes of recording areas of impacts remaining at the Site, if any, and to determine if
4
S:\AAA-Master Projects\LRC Patriot (LRC)\LRC-003 Continental EMP - bldg improvements\EMP\EMP_Cover Page, TOC and Appendix B.doc
additional soil to be removed for construction should be managed as impacted. It is
anticipated that four sidewall samples and one base sample will be collected as post-
excavation confirmation samples. The confirmation samples would be analyzed for VOCs,
SVOCs, and/or HSL metals.

6. With DEQ’s written approval, corrective actions shall ensure there is a barrier between future
Site visitors/occupants/workers and soil that remains in place in the building improvement
work areas, if any, at concentrations above DEQ IHSB Industrial PSRGs. The barrier may
be a building, paving, hardscape surface, or clean soil of a 2 ft minimum thickness.

7. If a sub-grade feature or pit is encountered and does not require removal for geotechnical or
construction purposes, it will be filled with soil or suitable fill and construction will proceed.
Where appropriate, the bottom may be penetrated before backfilling to prevent fluid
accumulation. If the pit has waste in it, the waste may be set aside in a secure area and will
be sampled for waste disposal purposes for TCLP VOCs, TCLP SVOCs, and TCLP RCRA
metals and disposed off-site at a permitted facility or the waste will be managed in
accordance with Paragraph 4 of this section above, whichever is most applicable based on the
type of waste present. If the pit must be removed and the observed waste characteristics
indicate the concrete may potentially be contaminated to a significant degree, the concrete
will be sampled and analyzed by methods specified by the disposal facility.

8. If buried piping is encountered and must be removed to allow work to proceed, the contractor
will inspect the pipe for fluids, collect the fluids where appropriate, and look for signs of a
release using the above mentioned field methods. If the nature of the fluids is unknown, the
collected fluids will be sampled for VOCs, SVOCs, and HSL metals to determine appropriate
disposition of the fluid.

9. Open excavations associated with such instances above will be bermed or covered to
minimize run-off in the event of substantial rainfall. In the event that soil within an
excavation cannot be dried adequately for construction purposes using the methods described
in the EMP, the soil may be amended with clean soil, aggregate, drying agents, and/or
5
S:\AAA-Master Projects\LRC Patriot (LRC)\LRC-003 Continental EMP - bldg improvements\EMP\EMP_Cover Page, TOC and Appendix B.doc
stabilizing agents to achieve the desired geotechnical qualities. Amendment may be
conducted inside or outside the excavation and the material replaced into the excavation. If
an amendment is used, the type of amendment will be provided to DEQ for approval prior to
its use.

Dust Control
Dust will be controlled by keeping site access roads and active work areas damp and by watering
or misting as necessary prior to and during grading activities. A water truck and/or appropriate
water misting equipment will be available if needed at the site during work activities that may
suppress dust. Non-hazardous impacted stormwater or groundwater encountered during
construction may be used for dust control.