20019_Sinclair Refining Company_Environmental Management Plan_20190703

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EMP Version 2, June 2018   
NORTH CAROLINA BROWNFIELDS PROGRAM 
ENVIRONMENTAL MANAGEMENT PLAN 

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

The EMP is a typical requirement of a Brownfields Agreement (BFA).  Its purpose is to clarify 
actions to be taken during the demolition and construction at Brownfields properties in an 
effort to avoid delays in the event of the discovery of new contamination sources or other 
environmental conditions.  The EMP provides a means to document redevelopment plans and 
environmental data for each applicable environmental medium to inform regulatory‐compliant 
decision‐making at the site.  As much detail as possible should be included in the EMP, 
including contingency planning for unknowns.  Consult your project manager if you have 
questions. 

Prospective Developers and/or their consultants must complete and submit this form and all 
pertinent attachments, see checklist below, to their Brownfields project manager prior to any 
earthmoving or other development‐related activities that have the potential to disturb soil at 
the Brownfields Property, including demolition.  For the resultant EMP to be valid for use, it 
must be completed, reviewed by the program, signed by all parties working on the project, 
and approved by the Brownfields project manager.  Failure to comply with the requirements of 
the EMP could jeopardize project eligibility, or in the event of a completed agreement, be 
cause for a reopener   

So that the EMP provides value in protecting brownfields eligibility and public health, the 
preparer shall ensure that the following steps have been completed prior to submitting the 
EMP for review.  Any EMP prepared without completing these steps is premature.   

☒ Site sampling and assessment that meets Brownfields’ objectives is complete and has 
been reviewed and approved by the Brownfields Project Manager. 

☒ Specific redevelopment plans, even if conceptual, have been developed for the project, 
submitted and reviewed by the Brownfields Project Manager. 

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EMP Version 2, June 2018   
Please submit, along with the completed EMP form, the following attachments, as relevant 
and applicable to the proposed redevelopment:      

☒ A set of redevelopment plans, including architectural/engineering plans, if available; if 
not conceptual plans may suffice if updated when detailed plans are drafted. 

☒ A figure overlaying redevelopment plans on a map of the extent of contamination for 
each media. 

☒ Site grading plans that include a cut and fill analysis. 

☐ A figure showing the proposed location and depth of impacted soil that would remain 
on site after construction grading. 

☐ Any necessary permits for redevelopment (i.e. demolition, etc.). 

☒ A detailed construction schedule that includes timing and phases of construction. 

☒ Tabulated data summaries for each impacted media (i.e. soil, groundwater, soil gas, 
etc.) applicable to the proposed redevelopment. 

☒ Figures with the sampling locations and contamination extents for each impacted media 
applicable to the proposed redevelopment. 

☐ A full final grade sampling and analysis plan, if the redevelopment plan is final. 

☐ If known, information about each proposed potential borrow soil source, such as aerial 
photos, historic site maps, historic Sanborn maps, a site history, necessary for 
brownfields approval. 

☒ Information and, analytical data if required, for quarries, or other borrow sources, 
detailing the type of material proposed for importation to the Brownfields Property. 

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

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

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

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EMP Version 2, June 2018   
GENERAL INFORMATION 
Date: 4/19/2019 Revision Date (if applicable): 6/29/2019 
Brownfields Assigned Project Name: Sinclair Refining Co. 
Brownfields Project Number: 20019‐16‐060 
Brownfields Property Address: 409 E 35th Street & 436 E 36th Street, Charlotte, NC 28205 
Brownfields Property Area (acres): 1.103 
Is Brownfields Property Subject to RCRA Permit?.......................☐ Yes   ☒ No 
If yes enter Permit No.: NA 
Is Brownfields Property Subject to a Solid Waste Permit….……..☐ Yes  ☒ No 
If yes, enter Permit No.: NA 
COMMUNICATIONS 
A copy of this EMP shall be distributed to all the parties below as well as any contractors or site workers 
that may be exposed to site vapors, soil, groundwater, and/or surface water.  Additionally, a copy of the 
EMP shall be maintained at the Brownfields Property during redevelopment activities.  NOTE, THE EMP 
DOES NOT TAKE THE PLACE OF A SITE‐SPECIFIC HEALTH AND SAFETY PLAN. 
Prospective Developer (PD): AP 436 E 36th Street LP  
Contact Person: Welch Liles  
Phone Numbers:   Office: 704‐423‐1721 Mobile: 704‐490‐2528   
Email: [e-mail]  
Contractor for PD: Liles Construction  
Contact Person: Paul Liles 
Phone Numbers:   Office: 704‐786‐3450 Mobile: 704‐701‐6902   
Email: [e-mail]  
Environmental Consultant: ONE Environmental Group  
Contact Person: Eli Holland 
Phone Numbers:   Office: 919‐803‐5511 Mobile: 919‐699‐7347   
Email: [e-mail] 
Brownfields Program Project Manager:  Joselyn Harriger 
Phone Numbers:   Office: 704‐235‐2195 Mobile: 704‐431‐9825   
Email: [e-mail]  
Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch, 

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EMP Version 2, June 2018   
Hazardous Waste, Solid Waste):  
NA 

NOTIFICATIONS TO THE BROWNFIELDS PROGRAM   

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

On‐site assessment or remedial activities:……………………………………….…… 10 days Prior        ☒ 

Construction or grading start:……………………………………….………………………. 10 days Prior       ☒

Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously 
unknown contamination: ……………………………….……………………………………. Within 48 hours   ☒

Implementation of emergency actions (e.g. dewatering, flood or soil erosion control measures in 
area of contamination, ventilation of work zones):…………….……….……… Within 48 hours  ☒ 

Installation of mitigation systems:………………………….………………….……….. 10 days Prior         ☒

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

REDEVELOPMENT PLANS 

1) Type of Redevelopment (check all that apply): 
☐Residential  ☐Recreational  ☐Institutional  ☒Commercial  ☒Office  ☐Retail  ☐Industrial 
☐Other specify: 
NA 

2) Check the following activities that will be conducted prior to commencing earth‐moving activities 
at the site: 
☒ Review of historic maps (Sanborn Maps, facility maps) 
☒ Conducting geophysical surveys to evaluate the location of suspect UST, fuel lines, utility 
lines, etc. 
☒ Interviews with employees/former employees/facility managers/neighbors 

3) Summary of Redevelopment Plans (MANDATORY: attach detailed plans or conceptual plans, if 
detailed plans are not available. EMP review without such information would be premature): 
  Provide brief summary of redevelopment plans, including demolition, removal of building 
slabs/pavement, grading plans and planned construction of new structures:  
The property will be redeveloped for commercial office space use.  The skeletal structure of the 

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EMP Version 2, June 2018   
existing building will remain in‐tact, including portions of the exterior walls.  The interior will be 
retrofitted with new separating walls, restrooms at the center of the building, lighting, plumbing, 
etc.  Newly aesthetic features will be added to the exterior of the building including raised patios, 
entryways, windows, signage, roofing, greenery, etc.  Regrading of the property is expected 
throughout.  All existing hardscapes (exterior asphalt) will be removed and replaced with new 
hardscapes (newly poured asphalt or concrete) or covered with vegetation.  New footers will be 
installed along the western and eastern structure boundaries.  The rear, eastern exterior storage 
building will be removed.  A more detailed and thorough site design of the property is provided 
as Attachment A.   

4) Do plans include demolition of structure(s)?: 
   ☒ Yes  ☐ No ☐ Unknown  
☒ If yes, please check here to confirm that demolition will be conducted in accordance with 
applicable legal requirements, including without limitation those related to lead and asbestos 
abatement that are administered by the Health Hazards Control Unit within the Division of Public 
Health of the North Carolina Department of Health and Human Services.  If available, please 
provide a copy of your demolition permit.  

5) Are sediment and erosion control measures required by federal, state, or local regulations? 
  ☒ Yes    ☐ No    ☐ Unknown  
☒  If yes, please check here to confirm that demolition will be conducted in accordance with 
applicable legal requirements.  If soil disturbance is necessary to install sediment and erosion 
control measures, they may not begin until this EMP is approved.  

6) Which category of risk‐based screening level is used or is anticipated to be specified in the 
Brownfields Agreement?  Note: If children frequent the property, residential screening levels shall 
be cited in the Brownfields Agreement for comparison purposes. 
☒ Residential   ☒ Non‐Residential or Industrial/Commercial 

7) Schedule for Redevelopment (attach construction schedule): 
a) Construction start date: 6/24/2019 

b) Anticipated duration (specify activities during each phase):  
The activities depicted within the property’s site design (Attachment A) and as described in 
Part 3 above are anticipated to be completed by December 10, 2019. A detailed construction 
schedule is provided as Attachment B.  

c) Additional phases planned? ☐ Yes  ☒ No   
  If yes, specify the start date and/or activities if known:  
Start Date:  NA 
    Planned Activity: 
NA 

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EMP Version 2, June 2018   
Start Date:  NA 
    Planned Activity: 
NA 

Start Date: NA 
    Planned Activity: 
NA 

d) Provide the planned date of occupancy for new buildings: 2/1/2020

CONTAMINATED MEDIA 

1) Contaminated Media on the Brownfields Property 
Part 1. Soil:……………………………………….……………. ☒  Yes   ☐ No   ☐ Suspected   
Part 2. Groundwater:.……………………….……..……. ☒  Yes   ☐ No   ☐ Suspected   
Part 3. Surface Water:.……………...……..…………… ☐  Yes   ☒ No   ☐ Suspected   
Part 4. Sediment:.……………...……..…………………… ☐  Yes   ☒ No   ☐ Suspected   
Part 5. Soil Vapor:…..…………...……..…………………. ☐  Yes   ☒ No   ☐ Suspected   
Part 6. Sub‐Slab Soil Vapor:……...……..…………….. ☒  Yes   ☐ No   ☐ Suspected 
Part 7. Indoor Air:...……..…………………………………. ☐  Yes   ☒ No   ☐ Suspected 

2) For the Area of Proposed Redevelopment on the Brownfields Property, attach tabulated data 
summaries for each impacted media and figure(s) with sample locations.  

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

1) Known or suspected contaminants in soil (list general groups of contaminants): 
Benzo[a]pyrene (Semi‐volatile organic compound)  
Manganese (Metal)  
Chromium (Metal) 
Please see Attachment C for historical analytical detections. 

2) Depth of known or suspected contaminants (feet): 
Benzo[a]pyrene (Semi‐volatile organic compound) – 1.5‐2.5 ft  
Manganese (Metal) – 1.0‐7.0 ft  
Chromium (Metal)‐ 1.5‐2.5 ft. 

3) Area of soil disturbed by redevelopment (square feet): 
Total of approximately 35,000 sq. ft. (interior and exterior estimates) 

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EMP Version 2, June 2018   

4) Depths of soil to be excavated (feet): 
Maximum of 1.5 ft. for footers & foundation; Maximum of 5 ft. for utility piping/drains  

5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan): 
~156 Cu. Yd is anticipated to be cut based on discussions with the construction team.  It is 
anticipated that no soils will be exported, only imported to meet grading plans.  A contour map 
illustrating current contours (dashed lines) and proposed contours (solid lines) is provided as 
Attachment D. 

6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:             
Excavation for a wastewater line trench (approximately 0.4 cubic yards of soil) will occur within 
the vicinity of historical soil boring, SB‐1.  Chromium was detected at a concentration of 120 
mg/kg in one (1) shallow sample above the EPA Region IX Commercial PRGs of 64 mg/kg.  
Although the concentration is above the EPA Commercial PRG, the detected concentration is 
within the range of NCDEQ published background concentrations of between 2.0 mg/kg and 150 
mg/kg.  Soils excavated from within this location will be stockpiled adjacent to the trench and 
under cover within the building.  Once wastewater line activities are complete, the soil will be 
returned to its original location from which it was excavated and re‐capped with new concrete 
flooring.  

Manganese metal was detected throughout the site and at concentrations above the NCDEQ 
IHSB Residential PSRGs in three (3) sample locations, SB‐7 through SB‐0. However, the detected 
concentrations are within the range of published background concentrations of between 8.0 
mg/kg and 3,394 mg/kg.   

Only one (1) soil sample at the property reported an exceedance of the IHSB Residential PSRG for 
PAH, benzo[a]pyrene.  Benzo[a]pyrene was detected at SB‐2 at a concentration of 0.43 mg/kg 
between 1.5 to 2.0 ft bgs, above the NCDEQ IHSB Residential PSRG concentration of 0.11 mg/kg.  
The location of SB‐2 is within the western interior of the property building.  No excavations are 
expected to occur in this location. 

Areas of planned excavation and/or demolition at the site overlain with historical sampling 
locations are provided as Attachment E   

7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:   
NA – No soils are expected to be disposed of or transported offsite.  

Part 1.A. MANAGING ONSITE SOIL 
If soil is anticipated to be excavated from the Brownfield Property, relocated on the Brownfields 
Property, or otherwise disturbed during site grading or other redevelopment activities, please 
provide a grading plan that clearly illustrates areas of cut and fill (approximate areas & volumes are 

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EMP Version 2, June 2018   
acceptable, if only preliminary data available).   

1) HAZARDOUS WASTE DETERMINATION:  
a) Does the soil contain a LISTED WASTE as defined in the North Carolina Hazardous 
Waste Section under 40 CFR Part 261.31‐261.35?....................................... ☐Yes   ☒No 
☐ If yes, explain why below, including the level of knowledge regarding processes 
generating the waste (include pertinent analytical results as needed). 
NA 

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

b) NOTE: IF SOIL MEETS THE DEFINITION OF A LISTED HAZARDOUS WASTE AND EXCEEDS 
THE CONTAINED‐OUT LEVELS IN ATTACHMENT 1 TO THE NORTH CAROLINA 
CONTAINED‐IN POLICY THE SOIL MAY NOT BE RE‐USED ON SITE AND MUST BE 
DISPOSED OF IN ACCORDANCE WITH DEQ HAZARDOUS WASTE SECTION RULES AND 
REGULATIONS.     
c)  Does the soil contain a CHARACTERISTIC WASTE?.................................... ☐ Yes   ☒ No 
☐ If yes, mark reason(s) why below (and include pertinent analytical results). 
☐ Ignitability  NA                
☐ Corrosivity NA 
☐ Reactivity NA 
☐ Toxicity NA 
☐ TCLP results NA 
☐ 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)   
NA 

☒ If no, explain rationale:  
Soil in one (1) area of the site (SB‐2) contain elevated concentrations of 
benzo[a]pyrene and soil in a second area of the site (SB‐1) contain elevated 
concentrations of chromium.  Hazardous waste characterization determinations 
for soil in these areas have not been completed.  TCLP sampling, if necessary, in 
addition to hexavalent chromium analysis, will be conducted prior to any off‐site 
disposal to determine the proper disposal method and facility.    

d) 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 DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS. 

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EMP Version 2, June 2018   

2) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in 
place with low permeability barrier, removed to onsite location and capped, removed offsite): 
      ☐ Preliminary Health‐Based Residential SRGs  
      ☒ Preliminary Health‐Based Industrial/Commercial SRGs  
           ☒ Division of Waste Management Risk Calculator (For Brownfields Properties Only) 
    ☐ Site‐specific risk‐based cleanup level. Please provide details of methods used for 
determination/explanation.  
NA 

Additional comments:  
Visual field screening during excavations in the area of elevated chromium (area of SB‐1) will 
be conducted by ONE and documented.  Field screening in the area of elevated 
benzo[a]pyrene (area of SB‐2) will be conducted if development plans are modified and 
excavations are anticipated to occur at this location.   

3) If known impacted soil is proposed to be reused within the Brownfields Property Boundary, 
please check the measures that will be utilized to ensure safe placement and documentation of 
same.   Please attach a proposed location diagram/site map.        
☒ Provide documentation of analytical report(s) to Brownfields Project Manager 
☒ Provide documentation of final location, thickness and depth of relocated soil on site map 
to Brownfields Project Manager once known 
☐ Geotextile to mark depth of fill material.  
Provide description of material:  
NA 

☒ Manage soil under impervious cap ☒  or clean fill ☒  
☒ Describe cap or fill:  
Areas of disturbed, impacted soil will be managed under an impervious slab or under two 
(2) feet of clean fill.  

☒ Confer with NC BF Project Manager if Brownfield Plat must be revised (or re‐recorded if 
actions are Post‐Recordation).         
☐ GPS the location and provide site map with final location. 
☐ Other. Please provide a description of the measure:  

4) Please describe the following action(s) to be taken during and following excavation and 
management of site soils: 
Management of fugitive dust from site 
NA 

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EMP Version 2, June 2018   
☒ Yes, describe the method will include: 
Dry soils will be managed in accordance with typical construction practices including 
monitoring of wind speed, wind direction, and moisture content during grading and 
stockpiling activities to minimize fugitive dust generation.  In the unlikely event 
contaminated soil is encountered during excavation, appropriate dust control measures (i.e. 
equipment spraying, plastic covering, excavation watering, etc.) will be implemented as 
needed based on site and atmospheric conditions.      

☐ No, explain rationale: 
NA 

Field Screening of site soil 
☒ Yes, describe the field screening method, frequency of field screening, person conducting 
field screening:  
Soils that are disturbed at the property will be field monitored for staining, odors, debris, 
etc. by ONE Environmental Group (ONE) on a weekly basis in historic areas of concern and 
as needed based on contractor observations.  The contractor will be required to notify ONE 
of any observed changes in site conditions (staining, odors, etc.) including changes to the 
areas of redevelopment.  If evidence of suspect contaminated soils is observed by the 
construction team, ONE will complete a visual and olfactory field screen and determine if 
the material shows signs of impact.  If impacted, the contingency procedures in Part 9 will 
be implemented and the NCDEQ Brownfields Project Manager will be contacted within 48 
hours to notify them of the condition.    

☐ No, explain rationale:    
NA 

Soil Sample Collection 
☒ Yes, describe the sampling method (e.g., in‐situ grab, composite, stockpile, etc.):  
In areas of newly discovered impact and that are to remain on the property, a 
representative sample will be collected for laboratory analysis.  The contingency 
procedures in Part 9 will be implemented.  TCLP and hexavalent chromium for waste 
disposal purposes will be conducted by ONE if modifications to the development plans are 
made and offsite disposal is desired or warranted. 

☐ No, explain rationale:  
Click or tap here to enter text. 

If soil samples are collected for analysis, please check the applicable chemical analytes: 
☒ Volatile organic compounds (VOCs) by EPA Method 8260 
☒ Semi‐volatile organic compounds (SVOCs) by EPA Method 8270 
☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium 

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and silver): Specify Analytical Method Number(s): 
EPA Method 6010D

☐ Pesticides: Specify Analytical Method Number(s):  
NA

☐ PCBs: Specify Analytical Method Number(s):  
NA

☒ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium, 
Herbicides, etc.): Specify Analytical Method Number(s): 
If soils are required to be disposed of off‐site, hexavalent chromium by EPA 
Method 7199 in addition to TCLP analysis will be conducted.  

☒ Check to confirm that stockpiling of known or suspected impacted soils will be conducted 
in accordance with Figure 1 of this EMP.  Stockpile methodology should provide erosion 
control, prohibiting contact between surface water/precipitation and contaminated soil, 
and preventing contaminated runoff.  Explain any variances or provide additional details as 
needed: 

☐ Final grade sampling of exposed native soil (i.e., soil that will not be under buildings or 
permanent hardscape). Select chemical analyses for final grade samples with check boxes 
below (Check all that apply): 
☐ Volatile organic compounds (VOCs) by EPA Method 8260 
☐ Semi‐volatile organic compounds (SVOCs) by EPA Method 8270 
☐ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, 
selenium and silver): Specify Analytical Method Number(s): 
NA

☐ Pesticides: Specify Analytical Method Number(s):    
NA

☐ PCBs: Specify Analytical Method Number(s):  
NA

☐ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent 
Chromium, Herbicides, etc.):  
NA

Please provide a scope of work for final grade sampling, including a diagram of soil 
sampling locations, number of samples to be collected, and brief sampling methodology.  
Samples should be collected from 0‐2 ft below ground surface, with the exception of VOCs 
which should be taken from 1‐2 ft below ground surface.  Alternatively, a work plan for 
final grade sampling may be submitted under separate cover. 
NA 
NA 

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☒ If final grade sampling was NOT selected please explain rationale: 
Known areas of impacted soil are currently managed under an impervious concrete slab 
(SB‐1 and SB‐2).  Upon completion of the wastewater line trench and connection within 
the area of SB‐1, soils excavated within this location will be returned to its original location 
and depth.  The area will be re‐capped with new concrete flooring. Clean fill is expected to 
be imported and used to top off property grounds as needed for proper grading.  
Placement of import fill will be documented.   

Part 1.B. IMPORTED FILL SOIL 

NO SOIL MAY BE BROUGHT ONTO THE BROWNFIELDS PROPERTY WITHOUT PRIOR APPROVAL 
FROM THE BROWNFIELDS PROGRAM.  According to the Brownfields IR 15, “Documenting 
imported soil (by sampling, analysis, and reporting in accordance with review and written 
approval in advance by the Brownfields Program), will safeguard the liability protections provided 
by the brownfields agreement and is in the best interest of the prospective developer/property 
owner.” 

Requirements for importing fill: 

1) Will fill soil be imported to the site?................................................ ☒ Yes  ☐ No  ☐ Unknown 

2) If yes, what is the estimated volume of fill soil to be imported?  
~342.36 cubic yards of clean fill and ~70 cubic yards of topsoil  

3) If yes, what is the anticipated depth that fill soil will be placed at the property? (If a range 
of depths, please list the range.) 
0‐5 feet (grading/leveling)  

4) Provide the source of fill, including: location, site history, nearby environmental concerns, 
etc. Attach aerial photos, maps, historic Sanborn maps and a borrow source site history: 
Martin Marietta Quarry (Beatties Ford Road location), a reputable source for general clean fill 
material.  Sampling of the fill material prior to site placement will be conducted if deemed 
necessary by DEQ. Contact information for the Martin Marietta Quarry is provided as Attachment 
F. 

5) PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide a plan to analyze fill 
soil to demonstrate that it meets acceptable standards applicable to the site and can be 
approved for use at the Brownfields property. 
The Martin Marietta Quarry is deemed a reputable source for clean fill material.  Fill material 
supplied by the Martin Marietta Quarry (Beatties Ford Road location) has an extensive history of 
sampling, utilization, and approval by DEQ Brownfields.  Sampling of the fill material prior to site 
placement will be conducted if deemed necessary by DEQ 

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6) Please check the applicable chemical analytes for fill soil samples.  (Check all that apply): 
☒ Volatile organic compounds (VOCs) by EPA Method 8260 
☒ Semi‐volatile organic compounds (SVOCs) by EPA Method 8270 
☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, 
selenium and silver): Specify Analytical Method Number(s): 
EPA Method 6010D

☐ Pesticides: Specify Analytical Method Number(s):    
NA

☐ PCBs: Specify Analytical Method Number(s):  
NA

☐ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent 
Chromium, Herbicides, etc.):  
NA

7) The scope of work for import fill sampling may be provided below or in a Work Plan 
submitted separately for DEQ review and approval.  Attach specific location maps for in‐situ 
borrow sites.  If using a quarry, provide information on the type of material to be brought 
onto the Brownfields Property. 
Import fill will be purchased from Martin Marietta Quarry (Beatties Ford Road location).  The 
specific type of fill required for the property will be determined at a later date and time.  
Brownfields will be notified prior to import of the required fill to be obtain preapproval.  

Part 1.C. EXPORTED SOIL 

NO SOIL MAY LEAVE THE BROWNFIELDS PROPERTY WITHOUT APPROVAL FROM THE 
BROWNFIELDS PROGRAM.  FAILURE TO OBTAIN APPROVAL MAY VIOLATE A BROWNFIELDS 
AGREEMENT CAUSING A REOPENER OR JEOPARDIZING ELIGIBILITY IN THE PROGRAM, 
ENDANGERING LIABILITY PROTECTIONS AND MAKING SAID ACTION POSSIBLY SUBJECT TO 
ENFORCEMENT.  JUSTIFICATIONS PROVIDED BELOW MUST BE APPROVED BY THE PROGRAM IN 
WRITING PRIOR TO COMPLETING TRANSPORT ACTIVITIES.  Please refer to Brownfields IR 15 for 
additional details.  

1) If export from a Brownfields Property is anticipated, please provide details regarding the 
proposed export actions.  Volume of exported soil, depths, location from which soil will 
be excavated on site, related sampling results, etc. Provide a site map with locations of 
export and sampling results included. 
NA 

2) To what type of facility will the export Brownfields soil be sent?  
☒ Subtitle D/Municipal Solid Waste Landfill (analytical program to be determined by 
landfill) 
☐ Permitted but Unlined Landfill (i.e. LCID, C&D, etc.) Analytical program to be 

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EMP Version 2, June 2018   
determined by the accepting Landfill;  
☐ Landfarm or other treatment facility  
☒ Use as fill at another suitable Brownfields Property – determination that a 
site is suitable will require, at a minimum, that similar concentrations of the same or 
similar contaminants already exist at both sites, use of impacted soil will not increase 
the potential for risk to human health and the environment at the receiving Brownfields 
property, and that a record of the acceptance of such soil from the property owner of 
the receiving site is provided to Brownfields.  Please provide additional details below.  
☐ Use as Beneficial Fill off‐site at a non‐Brownfields Property ‐ Please provide 
documentation of approval from the property owner for receipt of fill material.  This will 
also require approval by the DEQ Solid Waste Section.  Additional information is 
provided in IR 15.  Please provide additional details below.  

3) Additional Details: (if transfer of soil to another property is requested above, please provide 
details related to the proposed plans). 
Off‐site disposal of soil is not anticipated based on the current grading plan.    

Part 1.D. MANAGEMENT OF UTILITY TRENCHES 

☐ Install liner between native impacted soils and base of utility trench before filling with clean fill 
(Preferred) 

☒ Last out, first in principle for impacted soils (if soil can safely be reused onsite and is not a 
hazardous waste), i.e., impacted soils are placed back at approximately the depths they 
were removed from such that impacted soil is not placed at a greater depth than the original 
depth from which it was excavated. 

☐ Evaluate whether necessary to install barriers in conduits to prevent soil vapor transport, 
and/or degradation of conduit materials due to direct impact with contaminants? 
☐ If yes, provide specifications on barrier materials: 
NA 

☒ If no, include rationale here: 
Sub‐slab soil gas contaminant 1,3‐Butadiene was detected at concentrations that exceed 
residential IHSB VISLs in two (2) locations and that exceed commercial IHSB VISLs in one (1) 
location all within the eastern, asphalt‐covered exterior portion of the property.  Risk 
calculations of each sample for non‐residential exposure scenarios were completed by Hart and 
Hickman in 2016 using the IHSB Brownfields Vapor Intrusion Assessment Calculator.  The results 
of the assessment reported a cumulative non‐residential lifetime incremental cancer risk (LICR) 
of less than 1x10ିସ  and a non‐residential hazard index (HI) of less than 1, which are within the 
acceptable risk range.  Based on these results, there appears to be no significant risk associated 
with the vapor intrusion to the property’s future commercial tenants.  

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Other comments regarding managing impacted soil in utility trenches:  
NA 

PART 2. GROUNDWATER – Please fill out the information below. 

1) What is the depth to groundwater at the Brownfields Property? 
14 – 19 feet below ground surface 

2) Is groundwater known to be contaminated by ☒onsite  ☐offsite   ☐both or ☐unknown 
sources?  Describe source(s):  
The source of the detected contaminants is unknown; however, is believed to be attributed to 
the prior industrial uses of the Property. 

3) What is the direction of groundwater flow at the Brownfields Property?  
The direction of groundwater flow at the property is unknown.  According to topographic map 
interpretation, the direction of groundwater in the vicinity of the property is inferred to flow 
toward the west‐northwest. 

4) Will groundwater likely be encountered during planned redevelopment activities?    
☐Yes    ☒No  
If yes, describe these activities: 
NA 

Regardless of the answer; in the event that contaminated groundwater is encountered 
during redevelopment activities (even if no is checked above), list activities for contingent 
management of groundwater (e.g., dewatering of groundwater from excavations or 
foundations, containerizing, offsite disposal, discharge to sanitary sewer, NPDES permit, or 
sampling procedures).  
In the instance that contaminated groundwater is encountered, appropriate worker safety 
measures will be undertaken, and groundwater will be allowed to re‐infiltrate for 24 hours (if 
construction schedule allows).  No soil will be added to the excavation during the re‐infiltration 
period.  If accumulated water remains in the excavation after 24 hours, groundwater samples 
will be collected and analyzed for VOCs by EPA Method 8260, SVOCs by EPA Method 8270, and 
RCRA metals by EPA Method 6010.  If analytical results determine that the accumulated water 
contains contaminants that are above the NCAC 2B Surface Water Standards, the water will be 
containerized and disposed at an off‐site permitted facility.  Accumulated water that does not 
contain contaminants above NCAC 2B Surface Water Standards will be managed on site or 
discharged to surface water or the storm sewer in accordance with municipal, state, and federal 
requirements.    

5) Are monitoring wells currently present on the Brownfields Property?.................☐Yes   ☒No    
If yes, are any monitoring wells routinely monitored through DEQ or other 
agencies?..................................................................................................................☐Yes   ☐No  

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6) Please check methods to be utilized in the management of known and previously 
unidentified wells.   
☐ Abandonment of site monitoring wells in accordance with all applicable regulations.  It 
is the Brownfields Program’s intent to allow proper abandonment of well(s) as 
specified in the Brownfields Agreement, except if required for active monitoring 
through another section of DEQ or the EPA.   
☐ Location of existing monitoring wells marked 
☐ Existing monitoring wells protected from disturbance  
☒ Newly identified monitoring wells will be marked and protected from further 
disturbance until notification to DEQ Brownfields can be made and approval for 
abandonment is given. 

7) Please provide additional details as needed:   

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

PART 3. SURFACE WATER ‐Please fill out the information below. 
1) Is surface water present at the property?  ☐ Yes ☒ No 
2) Attach a map showing the location of surface water at the Brownfields Property. 
3) Is surface water at the property known to be contaminated? ☐ Yes  ☒ No 
4) Will workers or the public be in contact with surface water during planned redevelopment 
activities?    ☐ Yes  ☒ No 
5) In the event that contaminated surface water is encountered during redevelopment 
activities, or clean surface water enters open excavations, list activities for management of 
such events (e.g. flooding, contaminated surface water run‐off, stormwater impacts): 
The property contains no surface water.  In the instance of flooding or contaminated surface 
water run‐off from an offsite source, appropriate worker safety measures will be undertaken. If 
surface water accumulates in an open excavation, the water will be allowed to re‐infiltrate for 24 
hours (if construction schedule allows).  No soil will be added to the excavation during the re‐
infiltration period.  If accumulated water remains in the excavation after 24 hours, groundwater 
samples will be collected and analyzed for VOCs by EPA Method 8260, SVOCs by EPA Method 
8270, and RCRA metals by EPA Method 6010.  If analytical results determine that the 
accumulated water contains contaminants that are above the NCAC 2B Surface Water Standards, 
the water will be containerized and disposed at an off‐site permitted facility.  Accumulated water 
that does not contain contaminants above NCAC 2B Surface Water Standards will be managed on 
site or discharged to surface water or the storm sewer in accordance with municipal, state, and 
NA 

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federal requirements. 

PART 4. SEDIMENT – Please fill out the information below. 

1) Are sediment sources present on the property?  ☐ Yes  ☒ No 

2) If yes, is sediment at the property known to be contaminated: ☐ Yes  ☐ No 

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

4) Attach a map showing location of known contaminated sediment at the property. 

5) In the event that contaminated sediment is encountered during redevelopment activities, list 
activities for management of such events (stream bed disturbance): 
There is no sediment or surface water at the property; however, if contaminated sediment is 
encountered, the following minimum steps will be utilized: Halt current activities until the 
situation is further assessed, place and maintain silt fences to control movement of the 
contaminated sediment; notify Brownfields; inquire further direction from Brownfields.   

PART 5.  SOIL VAPOR – Please fill out the information below. 

1) Do concentrations of volatile organic compounds at the Brownfields property exceed the 
following vapor intrusion screening levels (current version) in the following media: 
IHSB Residential Screening Levels: 
Soil Vapor:………..☒ Yes ☐ No  ☐ Unknown 
Groundwater:.….☒ Yes ☐ No ☐ Unknown 
IHSB Industrial/Commercial Screening Levels: 
Soil Vapor:………..☒ Yes ☐ No ☐ Unknown 
Groundwater:…..☐ Yes ☒ No ☐ Unknown 
2) Attach a map showing the locations of soil vapor contaminants that exceed site 
screening levels.  
3) If applicable, at what depth(s) is soil vapor known to be contaminated?  
Three (3) temporary soil gas samples (SB/SV‐2, SB/SV‐3, SB/SV‐4) were collected at a depth of 13 ft. 
within the northeastern portion of the site.  Contaminant 1,3‐ Butadiene was detected in all three (3) 
samples at concentrations above the NCDEQ IHSB Residential Vapor Intrusion Screening Level (VISL) 
ranging from 41 ug/m3 to 190 ug/m3.  Only one (1) sample, SB/SV‐4 was detected at a concentration 
above the NCDEQ IHSB Non‐Residential VISL of 180 ug/m3.  

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4) Will workers encounter contaminated soil vapor during planned redevelopment activities? 
  ☐ Yes  ☒ No ☐ Unknown 
5) In the event that contaminated soil vapor is encountered during redevelopment activities 
(trenches, manways, basements or other subsurface work,) list activities for management 
of such contact:  
If contaminated soil vapors are encountered during redevelopment activities, ONE will be 
notified and will assess the presence of vapors with a PID.  If vapors do not readily dissipate, soil 
samples may be obtained and analyzed for VOCs and SVOCs to evaluate the source of the vapors 
and appropriate worker safety measures to be employed (i.e. increased natural ventilation, 
installation of mechanical ventilation systems, etc.).  Brownfields will be notified to inform them 
of site conditions. 

PART 6.  SUB‐SLAB SOIL VAPOR – Please fill out the information below if existing buildings or 
foundations will be retained in the redevelopment. 
1) Are sub‐slab soil vapor data available for the Brownfields Property? ☒ Yes   ☐ No   ☐ Unknown 
2) If data indicate that sub‐slab soil vapor concentrations exceed screening levels, attach a map 
showing the location of these exceedances. 
3) At what depth(s) is sub‐slab soil vapor known to be contaminated? ☐0‐6 inches ☒Other, please 
describe:   
One (1) sub‐slab soil gas sample (SB/SV‐1) was collected from within the building interior at a 
depth of 13 ft. Contaminant 1,2,4‐Trimethylbenzene was detected above the NCDEQ IHSB 
Residential VISL at a concentration of 130 ug/m3; however, below the Commercial VISL of 613 
ug/m3.   

4) Will workers encounter contaminated sub‐slab soil vapor during planned redevelopment 
activities? ☒ Yes   ☐ No   ☐ Unknown 
5) In the event that contaminated soil vapor is encountered during redevelopment activities, list 
activities for management of such contact 
Halt activities until the situation is further assessed; increase natural or mechanical ventilation 
within the space; place a barrier around the contaminated area; keep workers from re‐entering 
this area; notify Brownfields; allow the area to off‐gas; inquire further direction from 
Brownfields. 
One (1) groundwater sample collected from temporary monitoring well, TMW‐3, at a depth of 30 ft. 
and within the northeastern portion of the site reported a concentration of 1,2,4‐Trimethylbenzene at 
123 ug/L, above the NCDEQ IHSB Residential VISL of 50 ug/L.  Groundwater at the property is 
anticipated to be between 14 and 19 ft. below ground surface.  Maximum excavation depths at the 
site are anticipated to extend only 5 ft. below ground surface.  Encounters with groundwater are not 
expected.    

19 
EMP Version 2, June 2018   

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

1) Are indoor air data available for the Brownfields Property? ☐ Yes   ☒ No   ☐ Unknown 
2) Attach a map showing the location(s) where indoor air contaminants exceed site screening levels. 
3) If the structures where indoor air has been documented to exceed risk‐based screening levels will 
not be demolished as part of redevelopment activities, will workers encounter contaminated 
indoor air during planned redevelopment activities? ☐ Yes   ☒ No   ☐ Unknown 
4) In the event that contaminated indoor air is encountered during redevelopment activities, list 
activities for management of such contact: 

VAPOR INTRUSION MITIGATION SYSTEM – Please fill out the information below. 
Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property? 
☐ Yes   ☒ No   ☐ Unknown 
If yes, ☐ VIMS Plan Attached or ☐ VIMS Plan to be submitted separately   
If submitted separately provide date:  
NA 

VIMS Plan shall be signed and sealed by a NC Professional Engineer 

If no, please provide a brief rationale as to why no vapor mitigation plan is warranted:  
Sub‐slab soil gas contaminant 1,3‐Butadiene was detected at concentrations that exceed 
residential IHSB VISLs in two (2) locations and that exceed commercial IHSB VISLs in one (1) 
location all within the eastern, asphalt‐covered exterior portion of the property.  Risk 
calculations of each sample for non‐residential exposure scenarios were completed by Hart and 
Hickman in 2016 using the IHSB Brownfields Vapor Intrusion Assessment Calculator.  The results 
of the assessment reported a cumulative non‐residential lifetime incremental cancer risk (LICR) 
of less than 1x10ିସ  and a non‐residential hazard index (HI) of less than 1, which are within the 
acceptable risk range.   Based on these results, there appears to be no significant risk associated 
with the vapor intrusion to the property’s future commercial tenants. A VIMS does not appear 
warranted.   

Halt activities until the situation is further assessed; increase natural or mechanical ventilation within 
the space; place a barrier around the contaminated area; keep workers from re‐entering this area; 
notify Brownfields; develop an indoor air sampling plan to present to Brownfields.  

20 
EMP Version 2, June 2018   
CONTINGENCY PLAN – encountering unknown tanks, drums, or other waste materials 

In this section please provide actions that will be taken to identify or manage unknown 
potential new sources of contamination.   During redevelopment activities, it is not uncommon 
that unknown tanks, drums, fuel lines, landfills, or other waste materials are encountered.  
Notification to DEQ Brownfields Project Manager, UST Section, Fire Department, and/or other 
officials, as necessary and appropriate, is required when new potential source(s) of 
contamination are discovered.  These Notification Requirements were outlined on Page 1 of this 
EMP.   

Should potentially impacted materials be identified that are inconsistent with known site 
impacts, the DEQ Brownfields Project Manager will be notified and a sampling plan will be 
prepared based on the EMP requirements and site‐specific factors.  Samples will generally be 
collected to document the location of the potential impacts.   

Check the following chemical analysis that are to be conducted on newly identified releases: 
☒ Volatile organic compounds (VOCs) by EPA Method 8260 
☒ Semi‐volatile organic compounds (SVOCs) by EPA Method 8270 
☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and 
silver) 
NA 

☐ Pesticides: Specify Analytical Method Number(s):  
NA 

☐ PCBs: Specify Analytical Method Number(s):  
NA 

☒ Other Constituents & Analytical Method(s) (i.e. Hexavalent Chromium, Herbicides, etc.) 
Please note, if field observations indicate the need for additional analyses, they should 
be conducted, even if not listed here.  
If soils are required to be disposed of off‐site, hexavalent chromium by EPA Method 
7199 in addition to TCLP analysis will be conducted. 

Please provide details on the proposed methods of managing the following commonly 
encountered issues during redevelopment of Brownfields Properties. 
The possibility exists for encounters with unknown material including tanks, unidentified waste, and 
impacted soils.  In the event such conditions are encountered during site redevelopment, the 
following actions noted below will be taken.   

Underground Storage Tanks:  
If a UST is encountered, the Brownfields Project Manager will be notified within 48 hours of 
discovery.  The UST will be removed and soil confirmation samples will be collected from the four 
sidewalls and excavation floor.  In the event the property owner desires to close to the UST in place, 
ONE will consult with the Brownfields Program to obtain preapproval.  Any samples collected will be 

21 
EMP Version 2, June 2018   
analyzed for VOCs by EPA Method 8260, SVOCs by EPA Method 8270, and RCRA metals by EPA 
Method 6010.   If soils are required to be disposed of off‐site, hexavalent chromium by EPA Method 
7199 in addition to TCLP analysis will be conducted.  A written report regarding the UST will be 
submitted to Brownfields and shall include a location map, description of the UST, a sampling 
location map, description of excavation activities, photographs, analytical reports, and information 
on the disposal facility.   

Sub‐Grade Feature/Pit: 
If a sub‐grade feature, structure, or pit is encountered, Brownfields will be notified within 48 hours. 
Visual observations and olfactory senses will be used to observe the area of the pit or sub‐grade 
feature for any contents.  If waste content is present, it will be removed, set aside in a secure area, 
profiled, and disposed of at a permitted facility.  If the sub‐grade feature does not interfere with 
construction activities, it will be left in place and filled with suitable fill material.  If the sub‐grade 
feature must be removed and observed waste characteristics indicate the structure may contain 
hazardous constituents, the sub‐grade feature will be sampled and analyzed for constituents 
specified by the designated disposal facility.  A draft assessment plan will be prepared and 
submitted to Brownfields prior to the initiation of the assessment activities.    

Buried Waste Material: 
If buried waste is encountered, Brownfields will be notified within 48 hours.  Buried waste material 
will be visually inspected, excavated and disposed of in accordance with State and Federal 
regulations.  Visual observations and olfactory senses will be used to observe the area of buried 
waste.  If a release is suspected, ONE will discuss with Brownfields to determine the appropriate 
course of action.  Confirmation sampling may be completed within the excavation pit dependent 
upon the identified material and recorded observations.  

Re‐Use of Impacted Soils On‐Site: 
If impacted soils are encountered, the contractor will contact ONE to observe the suspect area.  If 
ONE confirms that the material may be impacted, Brownfields will be notified within 48 hours.  
Excavations will be limited to the necessary depth of the intended construction activity.  Suspect 
materials will be stockpiled in a secure, covered area to allow construction to continue.  The 
stockpile will be underlain by and covered with a 10‐mil plastic sheeting.  A representative soil 
sample will be collected for analysis of VOCs by EPA Method 8260, SVOCs by EPA Method 8270, and 
RCRA metals by EPA Method 6010.  Depending on the results of the laboratory analyses, soils may 
be managed in the following ways: 
1. If contaminant concentrations are detected; but do not exceed NCDEQ IHSB Non‐Residential 
PSRG concentrations and contain metals that are indicative of site‐specific background levels, 
the soil may be used as fill onsite without conditions. 
2.  If contaminant concentrations are detected above the NCDEQ IHSB Non‐Residential PSRG 
concentrations and contain metals that are above site‐specific background levels, the soil may 
be used as fill onsite under an impervious surface or under two feet of clean fill.  

If soils are required to be disposed of off‐site, hexavalent chromium by EPA Method 7199 in 

22 
EMP Version 2, June 2018   
addition to TCLP analysis will be conducted to determine the appropriate disposal facility.  
Brownfields will be notified of the analytical results prior to disposal to obtain approval of the 
facility. 

If excavation of impacted soil is confirmed, confirmation sampling of the excavation sidewalls and 
base will be conducted to record the remaining areas of impact.   

If unknown, impacted soil is identified on‐site, management on‐site can be considered after the 
project team provides the necessary information, outlined in Part 1.A. Item 11, for Brownfields 
Project Manager approval prior to final placement on‐site.  

If other potential contingency plans are pertinent, please provide other details or scenarios as 
needed below: 
NA 

POST‐REDEVELOPMENT REPORTING 

☒  Check this box to acknowledge that a Redevelopment Summary Report will be required for the 
project.  If the project duration is longer than one year, an annual update is required and will be 
due by January 31 of each year, or 30 days after each one‐year anniversary of the effective date of 
this EMP (as agreed upon with the Project Manager).  These reports will be required for as long as 
physical redevelopment of the Brownfields Property continues, except that the final 
Redevelopment Summary Report will be submitted within 90 days after completion of 
redevelopment.  Based on the estimated construction schedule, the first Redevelopment Summary 
Report is anticipated to be submitted on 1/31/2020  

The Redevelopment Summary Report shall include environment‐related activities since the last 
report, with a summary and drawings, that describes:  
1. actions taken on the Brownfields Property;   
2. soil grading and cut and fill actions;  
3. methodology(ies) employed for field screening, sampling and laboratory analysis of 
environmental media;  
4. stockpiling, containerizing, decontaminating, treating, handling, laboratory analysis and 
ultimate disposition of any soil, groundwater or other materials suspected or confirmed 
to be contaminated with regulated substances; and  
5. removal of any contaminated soil, water or other contaminated materials (for example, 
concrete, demolition debris) from the Brownfields Property (copies of all legally required 
manifests shall be included). 

☒ Check box to acknowledge consent to provide a NC licensed P.G. or P.E. sealed, Redevelopment 

23 
EMP Version 2, June 2018   
Summary Report in compliance with the site’s Brownfields Agreement. 

Ϯϭ
DWsĞƌƐŝŽŶϮ͕:ƵŶĞϮϬϭϴ
APPROVAL SIGNATURES
Brownfields Project Number: ϮϬϬϭϵͲϭϲͲϬϲϬ
Brownfields Project Name: ^ŝŶĐůĂŝƌZĞĨŝŶŝŶŐŽ͘
Prospective Developer:AP 436 E 36th Street LP Date
Printed Name/Title/Company:Welch Liles / Director-
Development / Asana Partners
Consultant:ONE Environmental Group of Carolina, PLLC Date
Printed Name/Title/Company:Eli Holland / Principal / ONE
Environmental Group
Brownfields Project Manager:Joselyn Harriger Date
ϲͬϭϳͬϮϬϭϵ
0--2019
ospective Developer:AP 436 E 36th
7/3/2019for Joselyn Harriger

25 
EMP Version 2, June 2018   

26 
EMP Version 2, June 2018   

ATTACHMENTS

ATTACHMENT A:

Site Design

(NOT TO SCALE)
NTSSCALE:
LANDDESIGN
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
LANDSCAPE ARCHITECT
OWNER/DEVELOPER
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC 28203
704.423.1660
ARCHITECT
BB+M
1435 WEST MOREHEAD ST. STE. 160
CHARLOTTE, NC, 28208
704.334.1716
LANDDESIGN
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
CIVIL ENGINEER
DATE:
VICINITY MAP PROJECT TEAMSHEET INDEX
4/30/2019 1:05 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-COVR.DWG
04.30.2019
CHARLOTTE, NC
SITE IMPROVEMENTS
436 E. 36TH STREET
LAND DEVELOPMENT SUBMITTAL #2
CONTACT NAME: ADAM MCGUIRE
CONTACT NAME: ALY MONIACI
E
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3
6TH
ST
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PROJECT SITE E.
3
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Sheet Number Sheet Title
G0-00 COVER SHEET
G1-00 GENERAL NOTES
G1-01 GENERAL NOTES
G1-02 SITE PLAN
G2-00 APPROVED REZONING
G2-01 APPROVED REZONING
G2-02 APPROVED REZONING
G2-03 APPROVED REZONING
G3-00 SURVEY
C1-00 EROSION CONTROL PHI
C1-01 EROSION CONTROL PHII
C1-02 EROSION CONTROL DETAILS
C2-00 DEMO PLAN
C3-00 UTILITY PLAN
C3-01 UTILITY NOTES AND DETAILS
C3-02 UTILITY NOTES AND DETAILS
C4-00 STORM DRAINAGE PLAN
C4-01 STORMWATER DETAILS
C5-00 E. 35TH ST. ROADWAY IMPROVEMENTS
C5-01 DRIVEWAY SIGHT DISTANCE
C5-02 DRIVEWAY SIGHT DISTANCE
C5-03 DRIVEWAY SIGHT DISTANCE
L1-00 MATERIALS PLAN
L2-00 LAYOUT PLAN
L3-00 GRADING PLAN
L4-00 REQUIRED PLANTING
L4-01 SUPPLEMENTAL PLANTING PLAN
L4-02 PLANTING DETAILS
L4-03 PLANTING DETAILS
L4-04 PLANTING DETAILS
L6-00 SITE DETAILS
L6-01 SITE DETAILS
L6-02 SITE DETAILS
L6-03 SITE DETAILS
NC Engineering Firm License: #C-0658
04.30.19
04.30.19
PROJECT_#
G0-00 - COVER SHEET
436 E. 36THSTREETASANA PARTNERS1616 CAMDEN RD. #210CHARLOTTE, NC1018295GENERAL NOTESN/AAMCWLDG1-004/30/2019 1:05 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-NOTES.DWGNOTE: ABBREVIATIONS APPLY TO LANDDESIGN NOTATIONS ONLY.SURVEY, ARCHITECTURAL AND OTHER ABBREVIATIONS MAY VARY.AADJAFGALTALUMAPPROXARCHADJACENTABOVE FINISHED GRADEALTERNATEALUMINUMAPPROXIMATEARCHITECT(URAL)BCBLDGBLKGBOTBOTTOM OF CURBBUILDINGBLOCKINGBOTTOMBSBOTTOM OF STAIRBWBOTTOM OF WALLCEMCIPCJCMUCOLCONTCEMENTCAST IN PLACECONTROL JOINTCONCRETE MASONRY UNITCOLUMNCONTINUOUSCONCCONCRETECU FTCUBIC FEETDDDIDIADIAGDIMDNDECK DRAINDRAIN INLETDIAMETERDIAGONALDIMENSIONDOWNDSDOWN SPOUTDRAWING(S)EEAEJELELECEQUIPEASTEACHEXPANSION JOINTELEVATIONELECTRIC(AL)EQUIPMENTEWEACH WAYEXPEXPANSIONEXISTEXISTINGEXTEXTERIOREQEQUALFABFINFABRICFINISHGAGALVGCGAUGEGALVANIZEDGENERAL CONTRACTORHDWHDWDHORZHARDWAREHARDWOODHORIZONTALHPHTHIGH POINTHEIGHTIDINCLINTINSIDE DIAMETERINCLUDEINTERIORINVINVERTINSULINSULATIONLLENGTHMASMMASONRYMATLMATERIALMAXMAXIMUMMECHMECHANICALMEDMEDIUMMFRMANUFACTURERMINMINIMUMMISCMISCELLANEOUSMTLMETALNNORTHNICNOT IN CONTRACTNONUMBERNOMNOMINALNTSNOT TO SCALEOCON CENTERODOUTSIDE DIAMETEROPNGOPENINGOPPOPPOSITEPERFPERFORATEDPNLPANELPNTPAINT(ED)PSIPOUNDS/SQUARE INCHPTPRESSURE TREATEDPOBPOINT OF BEGINNINGPOCPOINT OF CURVATURERADRADIUSREINFREINFORC(E), (ING)REQDREQUIREDREVSSOUTHSCHEDSCHEDUL(E), (ED)SDSTORM DRAINSIMSIMILARSQSQUARESTLSTEELSTDSTANDARDSUSPSUSPENDEDTBDTO BE DETERMINEDTCTOP OF CURBTHKTHICK(NESS)TSTOP OF STAIRTWTOP OF WALLTYPTYPICALUEUTILITY EASEMENTJBJUNCTION BOXKOKNOCK OUTVERTVERTICALVIFVERIFY IN FIELDWWEST, WIDE, WIDTHW/WITHW/OWDWOODWTWEIGHTWWMWELDED WIRE MESHCOCLEANOUTFHFIRE HYDRANTFDCFIRE DEPT. CONNECTIONGVGATE VALVEJTJOINTPROPPROPOSEDSWSIDEWALKSSMHSANITARY SEWER MANHOLEWMWATER METERWLWATER LINEGALGALLONSFSQUARE FOOT, FEETSYMSYMBOLQTYQUANTITYABBREVIATIONSBOCBACK OF CURBDEDRAINAGE EASEMENTEOPEDGE OF PAVEMENTFOCFACE OF CURBFTFTGFOOT, FEETFOOTINGR.O.WRIGHT OF WAYSBSETBACKU.N.OUNLESS NOTED OTHERWISEPBPLANT BEDADAREA DRAINBCDDWG(S)EESMTEASEMENTFGHIJKLLTLIGHTLPLOW POINTNOPQRREVISIONSSTLSTAINLESS STEELSTUVWWITHOUTLLENGTHLLTLIGHTLPLOW POINTBRBOTTOM OF RAMPTRTOP OF RAMPSYMBOLSLEGENDDRAWING TITLESECTION REFERENCEELEVATION REFERENCEENLARGEMENT REFERENCEMATERIAL/OBJECT INDICATORTITLEVIEW1" = 1'-0"X-XXNORTH ARROWGRAPHIC SCALEREVISION00CODE (REFERENCEDIN MATERIALS LEGEND)DETAIL NUMBERSHEET NUMBERENLARGEMENT AREADETAIL NUMBERSHEET NUMBERDETAIL NUMBERSHEET NUMBERDRAWING/DETAIL NUMBERDRAWING TITLESHEET NUMBERDRAWING TYPESCALEDETAIL REFERENCEDETAIL NUMBERSHEET NUMBERPLANT BEDPLANTING SYMBOLSGREEN ROOFBIORETENTION05'10'20'SPOT ELEVATIONXX.XXPROPERTY LINECENTERLINEEASEMENTSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEKEY MAPSEALPROJECTNORTHORIGINAL SHEET SIZE: 22" X 34"REVISION / ISSUANCENO.DESCRIPTIONDATEVERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-06581LAND DEVELOPMENTSUBMITTAL #103.22.2019No. 123204.30.192BUILDING PERMIT04.10.20193LAND DEVELOPMENTSUBMITTAL #204.29.2019
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
GENERAL NOTES
N/A
AM
CW
LD
G1-01
4/30/2019 1:05 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-NOTES.DWG
GENERAL NOTES:
1.BASE INFORMATION, INCLUDING EXISTING CONDITIONS, TOPOGRAPHY, EXISTING UTILITIES, AND BOUNDARY INFORMATION IS FROM PLANS
BY: R.B. PHARR & ASSOCIATES
2.ARCHITECTURAL INFORMATION IS FROM PLANS BY: BB&M
3.WRITTEN DIMENSIONS PREVAIL OVER SCALED DIMENSIONS. NOTIFY LANDDESIGN OF ANY DISCREPANCIES.
4.DIMENSIONS ARE TO FACE OF OBJECT, UNLESS NOTED OTHERWISE.
5.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR
TO CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING UTILITIES ARE TO BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE TO THE
OWNER. LANDDESIGN ASSUMES NO RESPONSIBILITY FOR ANY UTILITIES NOT SHOWN ON PLANS.
6.ALL PROPOSED FINISHED GRADES ARE BASED ON INFORMATION PROVIDED BY THE OWNER'S SURVEY AND OR CIVIL ENGINEER. ANY
DISCREPANCIES IN ACTUAL FIELD MEASUREMENTS ARE TO BE REPORTED TO LANDDESIGN IMMEDIATELY.
7.PRIOR TO COMMENCEMENT OF HARDSCAPE CONSTRUCTION, ALL PIERS, FOOTINGS, AND WALLS ARE TO BE SURVEYED, LAID OUT, AND
STAKED IN THE FIELD FOR REVIEW BY LANDDESIGN. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY DEMOLITION,
ADJUSTMENTS, OR RECONSTRUCTION OF HARDSCAPE CONSTRUCTION RESULTING FROM UNAUTHORIZED CONSTRUCTION.
8.CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ALL ITEMS PER DRAWINGS AND SPECIFICATION. NOTIFY LANDDESIGN OF ANY
MAJOR DISCREPANCIES BETWEEN CONTRACTOR'S VERIFIED QUANTITIES, BID BOOK, AND INTENT OF DRAWING.
9.CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES PER DRAWINGS AND SPECIFICATIONS ANY QUANTITIES PROVIDE BY LANDDESIGN
ARE PROVIDED FOR CONVENIENCE ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE. LANDDESIGN SHOULD BE NOTIFIED OF ANY GRADING
DISCREPANCIES.
10.THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT
AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH
KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED ANY DISCREPANCY AND/ OR UNCERTAINTY AS TO WHAT MATERIAL OR PRODUCT IS
TO BE USED, SHALL BE VERIFIED WITH THE OWNER OR LANDDESIGN PRIOR TO BIDDING.
11.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES
REQUIRED FOR SAFE EXECUTION AND COMPLETION OF WORK, AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
12.IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER & LANDDESIGN SHALL BE NOTIFIED IMMEDIATELY.
13.CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY LANDDESIGN OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
14.CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THIS SITE AND AND BE RESPONSIBLE FOR ACCURACY AND CORRECTNESS OF SAME.
15.CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES AND NOTIFY OWNER & LANDDESIGN OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
16.THE CONTRACTOR SHALL EMPLOY, AS REQUIRED BY GOVERNING AUTHORITIES, AN APPROVED TESTING LABORATORY TO MAKE ALL TESTS
FROM CONCRETE, SOIL COMPACTION AND WELDING TO INSURE COMPLIANCE WITH PLANS, STANDARDS AND CODES. COST SHALL BE
INCLUDED AS INCIDENTAL TO THE CONTRACT.
17.ALL EXISTING WORK OR LANDSCAPING NOT SHOWN TO BE ALTERED OR REMOVED SHALL BE PROTECTED FROM DAMAGE DURING
CONSTRUCTION. THE CONTRACTOR(S) SHALL BEAR THE TOTAL EXPENSE FOR, AND SHALL REPAIR ANY DAMAGE TO EXISTING CONDITIONS,
OR IMPROVEMENTS NOT INDICATED IN THE DRAWINGS OR SPECIFICATIONS TO RECEIVE ALTERATION, ADDITIONS OR REMOVAL.
LAYOUT NOTES:
1.ALL MATERIALS AND CONSTRUCTION WITHIN RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH THE CITY OF CHARLOTTE STANDARD
SPECIFICATIONS AND CONSTRUCTION STANDARDS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PREPARED BY CLT
WATER. (LATEST REVISION)
2.EXISTING UTILITIES ARE SHOWN SCHEMATICALLY AND ARE FOR THE CONTRACTOR'S GUIDANCE ONLY. THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND, WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS PRIOR TO
ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS IN THE CONSTRUCTION OF THIS PROJECT. THE
CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION. REPAIRS SHALL BE
EQUAL TO OR BETTER THAN CONDITION PRIOR TO CONSTRUCTION.
4.ALL ONSITE PAVING DIMENSIONS ARE TO THE FACE OF CURB, WHERE APPLICABLE, UNLESS NOTED OTHERWISE.
5.ALL CURB RADII AND SIDEWALK RETURNS ARE 2' UNLESS NOTED OTHERWISE.
6.ALL PAVING AND EARTHWORK OPERATIONS SHALL CONFORM TO THE PROJECT GEOTECHNICAL REPORT.
7.BOUNDARY SURVEY: BOUNDARY SURVEY INFORMATION IS BASED ON THE BOUNDARY SURVEY PREPARED BY R.B. PHARR & ASSOCIATES.
REFER TO THE BOUNDARY SURVEY AND PLAT TO VERIFY PROPERTY LINES AND EASEMENT LOCATIONS.
8.BUILDING DIMENSIONS: THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS TO VERIFY THE EXACT BUILDING DIMENSIONS.
9.LAY PAVERS IN PATTERN(S) SHOWN ON DRAWINGS. PLACE UNITS HAND TIGHT WITHOUT USING HAMMERS. MAKE HORIZONTAL ADJUSTMENTS
TO PLACEMENT OF LAID PAVERS WITH RUBBER HAMMERS AS REQUIRED.
10.PROVIDE JOINTS BETWEEN PAVERS BETWEEN 1/16 IN. AND 3/16 IN. (2 AND 5 MM) WIDE. NO MORE THAN 5% OF THE JOINTS SHALL EXCEED 1/4"
WIDE TO ACHIEVE STRAIGHT BOND LINES.
11.JOINT (BOND) LINES SHALL NOT DEVIATE MORE THAN ±1/2 IN. (±15 MM) OVER 50 FT. (15 M) FROM STRING LINES.
12.FILL GAPS AT THE EDGES OF THE PAVED AREA WITH CUT PAVERS OR EDGE UNITS.
13.CUT PAVERS TO BE PLACED ALONG THE EDGE WITH A MASONRY SAW.
14.ADJUST BOND PATTERN AT PAVEMENT EDGES SUCH THAT CUTTING OF EDGE PAVERS IS MINIMIZED.
15.IN NO CASE SHALL A CUT PAVER BE LESS THAN 1/3 FULL PAVER SIZE.
16.PAVER DIMENSIONS ARE NOMINAL. PRIOR TO POURING SLABS, BANDING, OR OTHERWISE SETTING PAVER FIELDS, VERIFY ACTUAL PAVER
SIZES AND LAYOUT OF THE PAVER FIELDS. MAKE MINOR ADJUSTMENTS TO EDGE CONSTRAINTS AS REQUIRED TO ACCOMMODATE ACTUAL
PAVER SIZES. NOTIFY LANDDESIGN IMMEDIATELY OF DISCREPANCIES AND/OR ADJUSTMENTS.
GRADING NOTES:
1.STAKE PER SPOT ELEVATIONS AND NOTED SLOPES. CONTOURS ARE PROVIDED FOR MASS GRADING/INTENT ONLY.
2.WRITTEN DIMENSIONS AND GRADES PREVAIL OVER SCALED DIMENSIONS. NOTIFY LANDDESIGN OF ANY DISCREPANCIES.
3.ALL SPOT ELEVATIONS SHOWN ON GRADING PLAN ARE TO BOTTOM OF CURB/TOP OF PAVEMENT UNLESS OTHERWISE NOTED. ALL RIM
ELEVATIONS ARE TO EDGE OF PAVEMENT.
4.REFER TO GEOTECHNICAL ENGINEER AND GEOTECH REPORT FOR INFORMATION ON SUBSURFACE MATERIALS, TOPSOIL, STRUCTURAL
MATERIAL, DEEP FILLS, EXCAVATION, AND FOUNDATIONS.
5.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE
GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
6.IN ORDER TO ASSURE PROPER DRAINAGE, KEEP A MINIMUM OF .5% SLOPE ON THE CURB.
7.ALL PLANTING ISLANDS SHALL BE GRADED TO MOUND TO PROVIDE POSITIVE DRAINAGE.
8.CONTRACTOR TO VERIFY 2% MAX. CROSS-SLOPE ON ALL SIDEWALKS.
9.CONTRACTOR TO VERIFY THAT ALL SIDEWALK SLOPES, HANDICAP RAMPS, AND HANDICAP PARKING SPACES MEET ADA REQUIREMENTS.
10.CONCRETE SIDEWALKS ADJACENT TO TREE SAVE LOCATIONS SHOULD BE POURED ON TOP OF EXISTING GRADE.
11.REFER TO LANDSCAPE PLAN FOR ALL TREE PROTECTION FENCE LOCATIONS AND INSTALLATION PROCEDURES. BEFORE
GRADING/CONSTRUCTION BEGINS, CALL FOR INSPECTION OF TREE PROTECTION BARRICADES. NO SOIL DISTURBANCE OR COMPACTION,
CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING, OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION
ZONE.
12.DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO LAYOUT FOOTINGS.
13.GRADING CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO
THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL
PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER
TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES.
14.GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE
PROPER AND TIMELY COMPLETION OF THIS PROJECT.
MATERIALS + PAVING NOTES:
1.ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT SERVICES AND TESTING FOR ALL IMPROVEMENTS SHALL BE IN
ACCORDANCE WITH THE PROJECT DOCUMENTS AND THE GOVERNING AUTHORITIES' REQUIREMENTS. IN THE EVENT OF A CONFLICT
BETWEEN THE PROJECT DOCUMENTS AND THE GOVERNING AUTHORITIES' REQUIREMENTS, THE MORE STRINGENT SHALL APPLY.
2.SUBGRADE PREPARATION, PAVEMENT STRENGTH AND THICKNESS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED
FOR THIS PROJECT.
2.1.PROOF-ROLL SUBGRADE: PRIOR TO PREPARATION OF THE SUBBASE, THE SUBGRADE SHALL BE PROOF-ROLLED WITH HEAVY PNEUMATIC
EQUIPMENT. ANY SOFT OR PUMPING AREAS SHALL BE EXCAVATED TO FIRM SUBGRADE AND BACKFILLED AND COMPACTED IN
ACCORDANCE WITH THE GEOTECHNICAL REPORT.
2.2.PAVEMENT SUBGRADE SHALL BE GRADED TO PREVENT PONDING AND INFILTRATION OF EXCESSIVE MOISTURE ON OR ADJACENT TO THE
PAVEMENT SUBGRADE.
3.THE USE OF "LEVEL UP" SAND UNDER PAVEMENT WILL NOT BE ACCEPTED, UNLESS NOTED OTHERWISE..
4.CONCRETE SHALL NOT BE PLACED WHEN THE TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT AND FALLING, BUT MAY BE PLACED WHEN
THE TEMPERATURE IS ABOVE 35 DEGREES FAHRENHEIT AND RISING. THE TEMPERATURE READING SHALL BE TAKEN IN THE SHADE AWAY
FROM ARTIFICIAL HEAT.
4.1. DO NOT PLACE CONCRETE WHILE IT IS RAINING OR WHEN RAIN IS IMMINENT.
5.CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:
5.1.MINIMUM 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS NOTED OTHERWISE.
5.2.AGGREGATES: ASTM C33 MAX 3/4" IN SIZE, UNLESS NOTED OTHERWISE
5.3. SLUMP: 3 TO 5 INCHES
5.4.AIR CONTENT: 4 TO 6 PERCENT BY VOLUME
6.CONCRETE THICKNESS:
6.1.PEDESTRIAN AREA: 4" THICK, UNLESS NOTED OTHERWISE.
6.2.ALL OTHER CONCRETE COMPONENTS INSTALL PER SIZE SPECIFIED IN DRAWINGS
7.CONCRETE REINFORCING:
7.1.4" THICK PAVING: #3's AT 24" SPACING UNLESS NOTED OTHERWISE IN DRAWINGS
7.2.6" THICK PAVING: #4s AT 24" SPACING UNLESS NOTED OTHERWISE IN DRAWINGS
7.3.8" THICK PAVING: #5's AT 24" SPACING UNLESS NOTED OTHERWISE IN DRAWINGS
7.4.ALL PAVEMENT REINFORCING BARS SHALL BE GRADE 60 KSI DEFORMED BILLET STEEL BARS, UNCOATED FINISH. SIZE AND SPACING
SHALL BE IN ACCORDANCE WITH THE PAVING PLAN AND DETAILS.
7.5.ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT CLEARANCES BY
THE USE OF BAR CHAIRS.
8.CONTROL JOINTS (TROWEL OR SAW CUT)
8.1.TO BE PLACED AS INDICATED ON PLANS AND DETAILS TO A MINIMUM DEPTH OF 1/8 OF CONCRETE THICKNESS.
8.2.SAW CUT JOINTS TO BE EXECUTED WITHIN 12 HOURS OF CONCRETE PLACEMENT.
8.3.SAWN JOINTS ARE TO BE TRUE IN ALIGNMENT AND SHALL CONTINUE THROUGH ADJACENT CURBS. RADIAL JOINTS SHALL BE NO
SHORTER THAN 18".
8.4.SAWN JOINTS TO BE CLEANED OF DEBRIS, DIRT, DUST, SCALE, CURING COMPOUND AND CONCRETE, BLOWN DRY AND IMMEDIATELY
SEALED. SEALANT MATERIAL SHALL BE SONNEBORN SONOLASTIC SL2 MULTI-COMPONENT, SELF-LEVELING, ELASTOMERIC
POLYURETHANE OR EQUIVALENT. SEALANT COLOR SHALL MATCH PAVEMENT.
9.EXPANSION JOINTS
9.1.PLACE AT A MAXIMUM SPACING OF 30' O.C. AND COORDINATE WITH OVERALL PAVING PATTERN AND COLOR.
9.2.PROVIDE DOWELS AS SPECIFIED IN DRAWING DETAILS.
9.3.CONTRACTOR SHALL PREPARE A JOINT LAYOUT AND PROVIDE IT TO THE ENGINEER FOR REVIEW. THE JOINT LAYOUT SHALL BE
PROVIDED A MINIMUM OF ONE WEEK PRIOR TO PLACING CONCRETE. PATTERN SHALL BE CAREFULLY DESIGNED BY THE CONTRACTOR
TO AVOID IRREGULAR SHAPES. EXPANSION JOINTS SHALL NOT BE LOCATED ALONG VALLEYS IN PAVEMENT.
10.ALL CONSTRUCTION JOINTS SHALL BE SAWN, CONCRETE FINISHES TO BE PER DRAWING DETAILS AND SPECIFICATIONS.
11.CONCRETE SHALL BE BROOM FINISHED AND CURED FOR A MINIMUM OF 72 HOURS UNLESS NOTED OTHERWISE.
12.BREAKOUTS FOR REMOVAL OF EXISTING PAVEMENT AND CURBS SHALL BE MADE BY FULL DEPTH SAW CUT WHEN ADJACENT TO PROPOSED
PAVEMENT AND/OR CURBS.
13.PROPOSED PAVEMENT AND/OR CURBS INTENDED TO TIE INTO EXISTING SHALL MATCH SHALL MATCH THE ELEVATION OF EXISTING
PAVEMENT AND/OR CURBS.
14.PAVEMENT MARKINGS
14.1.PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH THE MUTCD "UNIFORM TRAFFIC MANUAL FOR PAVEMENT MARKINGS."
14.2.FIRE LANES SHALL BE STRIPED AND/OR SIGNED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES' REGULATIONS.
14.3.ALL ACCESSIBLE PAVEMENT MARKINGS SHALL COMPLY WITH ADAAG STANDARDS AND STATE AND LOCAL CODES.
14.4.PARKING SPACE STRIPES, ACCESSIBLE SPACES, PEDESTRIAN STRIPING, DIRECTIONAL ARROWS AND LETTERING SHALL BE SOLID WHITE,
UNLESS A SPECIFIC COLOR IS REQUIRED BY LOCAL CODE. TWO (2) COATS OF VOC COMPLIANT, LOCAL DOT APPROVED, UNDILUTED,
SOLVENT BASED OR LATEX TRAFFIC PAINT SHALL BE APPLIED. USE MANUFACTURER'S RECOMMENDED APPLICATION RATE, WITHOUT
ADDITION OF A THINNER, WITH A MAXIMUM OF 100 SQUARE FEET PER GALLON OR AS REQUIRED. PROVIDING MINIMUM 15 MILS WET FILM
THICKNESS AND 7 MILS DRY FILM THICKNESS PER COAT WITH A MINIMUM OF 30 DAYS BETWEEN APPLICATIONS. PAINT SHALL BE CRISP,
STRAIGHT AND APPLIED UNIFORMLY ACROSS THE WIDTH OF THE LINE FOR A MINIMUM TOTAL DRY FILM THICKNESS OF 15 MILS.
15.CONTRACTOR SHALL REFER TO THE SITE CIVIL, MEP AND IRRIGATION PLANS FOR CONDUIT TO BE INSTALLED UNDER PAVEMENT PRIOR TO
COMMENCING PAVEMENT SUBGRADE PREPARATION.
16.ALL TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY, EMPLOYED AND PAID DIRECTLY BY THE OWNER. TESTING SHALL
BE PERFORMED, AT A MINIMUM, IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. IN THE EVENT THE
RESULTS OF THE INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND THE SPECIFICATIONS, SUBSEQUENT TEST NECESSARY TO
DETERMINE THE ACCEPTABILITY OF CONSTRUCTION SHALL BE AT THE CONTRACTOR'S EXPENSE. PAVEMENT FOUND TO BE DEFICIENT IN
STRENGTH OR THICKNESS SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR.
ACCESSIBILITY NOTES:
1.MAX CROSS SLOPE ON PAVED SURFACES SHALL BE 2% MAXIMUM, UNLESS NOTED OTHERWISE.
2.MAX RUNNING SLOPE ON PAVED SURFACES SHALL BE 5% MAXIMUM, UNLESS NOTED OTHERWISE.
3.ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM, AND PROTRUDING OBJECTS
GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80". CONTRACTOR SHALL VERIFY THAT THERE ARE NO BARRIERS
IN THE PATH OF TRAVEL.
4.ALL CURB RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO SLOPE.
5.ALL CURB RAMPS SHALL HAVE A 1:12 MAX SLOPE IN THE DIRECTION OF TRAVEL, 2% MAX CROSS SLOPE.
6.IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL APPROPRIATE FAIR HOUSING ACCESSIBILITY GUIDELINES AND
GENERAL NOTES FOR PUBLIC AND COMMON USE FACILITIES. REPORT ANY DISCREPANCIES TO LANDDESIGN.
CDOT NOTES:
1. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT
AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE
INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT [phone].
2.ANY WORK WITHIN THE CITY'S R.O.W. THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE APPROVED BY CDOT AND WILL
REQUIRE A R/W USE PERMIT OR R.O.W. LEASE DEPENDING UPON THE PROPOSED DURATION OF CLOSURE. THESE APPROVALS ARE IN
ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED WITH CDOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT CDOT
AT [phone] AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS. CONTRACTOR SHALL CONTACT
CDOT AT [phone] AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY EFFORT SHALL BE MADE TO CONSTRUCT
IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS.
3.THE DEVELOPER SHALL CONTACT THE CHARLOTTE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086) TO IDENTIFY ANY
CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT. 60- 90 DAYS WILL BE REQUIRED TO COORDINATE RELOCATION. DEVELOPER SHALL BE
RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER
3.DEVELOPER TO CONTACT CDOT (ALFRED OYOYO, 704.336.3939 DURING SITE PLAN PREPARATION TO DISCUSS STREET LIGHTING
REQUIREMENT, IF ANY, FOR THIS PROJECT. COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TO DETERMINE LIGHTING LEVELS,
LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION.
4.PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION - FOR UTILITY COORDINATION RELATED TO BOTH EXISTING UTILITY
RELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS, PLEASE CONTACT RALPH TRUITT, CDOT ROW UTILITY COORDINATION AT
704.336.4248 OR [e-mail]
PLANTING NOTES:
1.ALL QUANTITIES LISTED IN THE DRAWINGS ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
QUANTITIES AND TO PROVIDE ALL MATERIALS NECESSARY FOR FULL COVERAGE IN ALL PLANTING AREAS AS SPECIFIED ON THE
DRAWINGS. ANY DISCREPANCY SHOULD BE REPORTED TO THE OWNER.
2.ALL PLANTS SHOULD BE IN ACCORDANCE WITH ANSI Z60.1 -2014, AMERICAN STANDARD FOR NURSERY STOCK PUBLICATION, APPROVED
APRIL 14, 2014.
3.CALIPER SIZE OF CANOPY TREES ARE TO BE MEASURED PER LOCAL CITY LANDSCAPE ORDINANCE.
4.ALL PLANT MATERIAL SHALL CONFORM TO THE SIZE SPECIFICATIONS (CALIPER, HEIGHT AND SPREAD) GIVEN IN THE PLANT SCHEDULE
AND SHALL BE NURSERY GROWN UNLESS SPECIFIED OTHERWISE.
5.ANY PLANT SUBSTITUTION SHALL BE APPROVED BY LANDDESIGN PRIOR TO PURCHASE.
6.SIZES LISTED ARE MIN. AND REFER TO HEIGHT, UNLESS OTHERWISE SPECIFIED.
7.LANDSCAPE CONTRACTOR SHALL STAKE OUT LOCATIONS OF ALL TREES TO BE PLANTED FOR REVIEW BY LANDDESIGN PRIOR TO
INSTALLING. LANDDESIGN RESERVES THE RIGHT TO ADJUST TREE LOCATIONS IN THE FIELD AS NECESSARY.
8.SHRUB/GROUNDCOVER BEDS SHALL BE STAKED FOR REVIEW BY LANDDESIGN/OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION AND
OR BED PREPARATION.
9.LANDSCAPE CONTRACTOR SHALL INSTALL STEEL EDGING BETWEEN PLANTING BEDS AND LAWNS, OR AS SHOWN IN DETAILS.
10.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. PIPES,
STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL.
11.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE LANDDESIGN OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS
INSTALLATION AS SHOWN ON THE DRAWINGS.
12.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TO
ACCOMPLISH ALL PLANTING OPERATIONS.
13.ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION AND MUST BE REPLACED WITH PLANT OF SAME
VARIETY AND SIZE IF DAMAGED, DESTROYED, DEAD AND /OR REMOVED.
14.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND REMOVAL OF DEBRIS PRIOR TO PLANTING IN ALL AREAS.
15.FINAL FINISHED GRADING SHALL BE REVIEWED BY LANDDESIGN. CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL TOPSOIL
REQUIRED TO CREATE A SMOOTH CONDITION SUITABLE FOR PLANTING.
16.TREES OVERHANGING INTO THE PUBLIC R.O.W. SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF FOURTEEN(14) FEET OVER STREETS,
DRIVE AISLES, ALLEYS AND FIRE LANES. TREES OVERHANGING PRIVATE STREETS, WALKS, AND /OR PARKING LOTS SHALL HAVE A
MINIMUM CLEAR TRUNK HEIGHT OF SEVEN (7) FEET.
17.LANDSCAPE CONTRACTOR IS REQUIRED TO PERFORM A TREE PIT PERCOLATION TEST FOR EACH TREE PIT PRIOR TO INSTALLATION. IF
TREE PIT DOES NOT DRAIN WITHIN A 24-HOUR PERIOD, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A GRAVEL SUMP, FILTER
FABRIC AND STAND PIPE. ALL TREE PIT SUMPS SHALL BE INCLUDED IN IN THE CONTRACTOR'S BASE BID AS A UNIT PRICE AND PROVIDE
AS A DEDUCT ALTERNATE PER TREE PIT SUMPS NOT REQUIRED TO BE INSTALLED.
18.LANDSCAPE CONTRACTOR IS RESPONSIBLE TO REVIEW SITE ENVIRONMENTAL CONDITIONS PRIOR TO AND DURING INSTALLATION OF
PLANT MATERIAL. ANY DISCREPANCIES OR CONCERNS BETWEEN THE ENVIRONMENTAL SITE CONDITIONS (I.E., SOIL TYPE, WATER,
CLIMATE, WIND, SUN EXPOSURE ETC.) AND THE PLANT MATERIAL SPECIFIED WITHIN THE DRAWING SHALL BE BROUGHT TO THE
ATTENTION OF LANDDESIGN AND/OR OWNER, AND SHALL BE DONE SO IN WRITING. CONTRACTOR SHALL PROVIDE SUGGESTED
SOLUTIONS FOR ALTERNATIVE PLANT MATERIAL PROPOSED FOR SUBSTITUTION. LANDDESIGN TO REVIEW CONDITIONS AND
INFORMATION SUBMITTED BY CONTRACTOR AND WILL ISSUE DIRECTIVE. SHOULD PLANT MATERIAL DIE BECAUSE OF ENVIRONMENTAL
CONDITIONS DESCRIBED ABOVE, THE LANDSCAPE CONTRACTOR ASSUMES ALL WARRANTY AND GUARANTEE OF THE PLANT MATERIAL
INSTALLED.
19.ALL NEW PLANTING AREAS SHALL BE BACKFILLED WITH PLANTING SOIL THAT IS A MIXTURE OF 40-50% IMPORTED UNSCREENED TOPSOIL,
40-45% COARSE SAND, AND 10% COMPOST. FINAL TESTED ORGANIC MATTER SHALL BE BETWEEN 2.75 AND 4% (BY DRY WEIGHT).
BACKFILL SHALL BE TO A DEPTH OF 18" FOR SHRUB AND GROUNDCOVER ZONES AND 36" FOR TREE PITS.
20.AFTER PLANTING SOIL MIXES ARE INSTALLED IN PLANTING BED AREAS AND JUST PRIOR TO THE INSTALLATION OF SHRUB OR
GROUNDCOVER PLANTINGS, SPREAD 3-4 INCHES OF COMPOST OVER THE BEDS AND ROTO TILL INTO THE TOP 8 INCHES OF THE
PLANTING SOIL. THIS WILL RAISE GRADES SLIGHTLY ABOVE THE FINISHED GRADES, IN ANTICIPATION GRADES WILL SETTLE WITHIN A FEW
MONTHS AFTER INSTALLATION AS COMPOST BREAKS DOWN.
21.IN ALL EXISTING PLANTING AREAS DESIGNATED TO RECEIVE NEW PLANTINGS, SPREAD 3-4 INCHES OF COMPOST OVER THE BEDS AND
ROTO TILL INTO THE TOP 8 INCHES OF THE PLANTING SOIL. THIS WILL RAISE THE GRADES SLIGHTLY ABOVE THE FINISHED GRADES, IN
ANTICIPATION GRADES WILL SETTLE WITHIN A FEW MONTHS AFTER INSTALLATION AS COMPOST BREAKS DOWN. IN NO CASE WILL THIS BE
PERFORMED WHERE IT MAY NEGATIVELY IMPACT THE HEALTH OF ADJACENT, EXISTING PLANT MATERIALS WHICH ARE DESIGNATED TO
REMAIN.
22.LANDSCAPE CONTRACTOR TO WARRANTY ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR. THE CONTRACTOR AGREES TO REPLACE
DEFECTIVE WORK AND DEFECTIVE PLANTS, AND THAT THE OWNER'S REPRESENTATIVE SHALL MAKE THE FINAL DETERMINATION IF
PLANTS MEET THE REQUIRED SPECIFICATIONS OR THAT PLANTS ARE DEFECTIVE. PLANTS DETERMINED TO BE DEFECTIVE SHALL BE
REMOVED IMMEDIATELY UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE AND REPLACED WITHOUT COST TO THE OWNER, AS
SOON AS WEATHER CONDITIONS PERMIT AND WITHIN THE SPECIFIED PLANTING PERIOD. THE REPLACED MATERIALS SHALL ALSO
RECEIVE A WARRANTY PERIOD OF ONE YEAR WHICH STARTS AT THE DATE OF INSTALLATION. BULBS, ANNUAL FLOWERS, AND SEASONAL
COLOR PLANTS SHALL ONLY BE WARRANTED FOR THE PERIOD OF THE EXPECTED BLOOM OR PRIMARY DISPLAY.
PLANTERS/POTS/SEASONAL PLANTING NOTES:
1.SOIL SHOULD BE NUTRIENT-RICH, MOISTURE CONTAINING PLANTING MEDIUM AND BE A MINIMUM 18" DEPTH FOR SEASONALS,
PERENNIALS AND SMALL SHRUBS; MINIMUM 36" DEPTH FOR ALL TREES.
2.A LAYER OF RIVER ROCK SHALL BE PLACED IN THE BASE OF EACH PLANTER POT TO A MINIMUM 6" DEPTH OR AS ALLOWABLE BY
REQUIRED SOIL DEPTH. PLACE FILTER FABRIC BETWEEN SOIL MEDIUM AND RIVER ROCK AND SOIL MEDIUM AND PLANTER EDGES.
OVERLAP FABRIC 6" MINIMUM TO MINIMIZE SOIL WASH.
3.PLANTERS POTS WHICH DO NOT RECEIVE IRRIGATION SHALL BE HAND-WATERED. HAND WATERING SHOULD OCCUR MINIMUM 2 TIMES
PER WEEK DURING COOLER AND RAINY SEASONS AND INCREASED TO EVERY 2-3 DAYS DURING HOT/DRY WEATHER. ALWAYS CHECK SOIL
6" BELOW SURFACE FOR SATURATION PRIOR TO WATERING TO PREVENT OVERWATERING/DROWNING OF PLANT MATERIAL.
4.WHEN APPLICABLE, PLANTS TO REMAIN IN CONTAINERS FOR DURATION OF SEASON ARE SHOWN IN THE "PERMANENT" LAYOUT. EACH
SEASON WILL HAVE ITS OWN PLANT MATERIAL, SOME OF WHICH MAY LAST ALL YEAR. ROTATE IN THE PLANTS NOTED FOR EACH SEASON.
5.IF PLANT MATERIAL DIES DURING A SEASON AND IS EXPECTED TO REMAIN FOR AN ADDITIONAL SEASON, CONTRACTOR IS TO REPLACE AT
TIME OF NEXT SEASONAL ROTATION.
6.CONTACT LANDDESIGN FOR ANY REQUIRED SUBSTITUTIONS.
7.ALL PLANTS SHOULD BE FULL AT TIME OF INSTALLATION AND COVER 75% OF POT SURFACE AREA.
8.AVOID PLANTING IN THE ROOT ZONE OF ANY PERMANENT TREES, SHRUBS, OR PERENNIALS.
9.SEASONAL PLANTS SHOULD BE REMOVED FOLLOWING THE FIRST MAJOR FROST DIEBACK AND REPLACED WITH EVERGREEN BOUGHS OR
OTHER OWNER APPROVED WINTER DECOR. TREES, SHRUBS AND PERENNIALS SHOULD REMAIN IN THE CONTAINERS YEAR ROUND AND
REPLACED ONLY AS NECESSARY.
IRRIGATION NOTES:
1.A FULLY AUTOMATED IRRIGATION SYSTEM PROVIDING 100% COVERAGE SHALL BE PROVIDED FOR ALL PLANTING AREAS, UNLESS NOTED
OTHERWISE. SYSTEM SHALL BE IN OPERATION PRIOR TO INSTALLATION OF ANY PLANT MATERIAL OTHER THAN CANOPY TREES.
2.ALL PLANTING BEDS/ SHRUB AND GROUNDCOVER AREAS TO BE IRRIGATED WITH EITHER 12" SPRAY POP-UPS AND/OR A LANDSCAPE
DRIP-LINE SYSTEM, UNLESS NOTED OTHERWISE.
3.ALL PLANTER POTS AND RAISED PLANTERS TO BE IRRIGATED WITH MICRO SPRAY SPRINKLER HEADS.
4.IRRIGATION SYSTEM IS DESIGN/BUILD. CONTRACTOR TO PROVIDE DRAWINGS AND CUT SHEETS OF ALL COMPONENTS.
5.PROVIDE AS-BUILT DRAWINGS OF IRRIGATION AFTER INSTALLATION.
PUBLIC ART NOTES:
1.THE PETITIONER WILL PURCHASE OR HAVE COMMISSIONED A MINIMUM OF $10,000 WORTH OF PUBLIC ART THAT WILL BE INSTALLED ON
THE SITE. THE PETITIONER WILL HAVE THE PROPOSED PUBLIC ART INSTALLED PRIOR TO ANY ISSUANCE OF THE FINAL CERTIFICATE OF
OCCUPANCY FOR THE SITE. THE PETITIONER MAY ALTERNATELY CHOOSE TO CONTRIBUTE THE $10,000 TO THE DEVELOPER PUBLIC
ARTS FUND MANAGED BY THE ARTS AND SCIENCE FUND THAT WILL BE ESTABLISHED TO IMPLEMENT PUBLIC ART ON THE SITE. IF THIS
OPTION IS CHOSEN, A MINIMUM OF $10,000 WILL BE CONTRIBUTED TO THIS FUND BY THE PETITIONER PRIOR TO THE ISSUANCE OF A
CERTIFICATE OF OCCUPANCY FOR THE PROPOSED BUILDING. UNLESS APPROVED BY THE PETITIONER, THE ARTWORK SECURED OR
COMMISSIONED BY THESE FUNDS MUST BE LOCATED ON THE SITE, OR IF APPROVED BY THE PETITIONER OFF-SITE IN THE NODA
NEIGHBORHOOD. THE PETITIONER WILL HAVE THE RIGHT TO REVIEW AND APPROVE THE ARTWORK PURCHASED OR COMMISSIONED BY
THESE FUNDS.
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
No. 1232
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
Tax # 083-084-08
Area: 48,068 s.f. (1.1035 acres)E. 36th StreetE. 35th StreetNorth Davidson St.
Zoning: TOD-M
35th STREET IMPROVEMENTS:
NEW CURB AND GUTTER,
PLANTING STRIP AND SIDEWALK
EXISTING PLANTING ALONG
ALLEY TO REMAIN
DECORATIVE PAVING
PROPOSED SIDEWALK ACCESS
PROPOSED SIDEWALK ACCESS
PROPOSED SIDEWALK ACCESS
EXISTING BUILDING
DRIVEWAY PAVING TO TIE INTO
EXISTING DRIVEWAY
PATIO
BY
ARCH.
PROPOSED PARKING
PROPOSED COMMERCIAL TYPE
II DRIVEWAY PER CDOT
(NO SIDEWALK)
PROPOSED PARKING
NORF
O
L
K
-
S
O
U
T
H
E
R
N

R
A
I
L
R
O
A
D
PROPOSED PROPERTY LINE UPON
RIGHT OF WAY DEDICATION
PROPOSED MODIFIED TYPE II
DRIVEWAY
PARKING SCREENING PROPOSED DUMPSTER
ENCLOSURE
PARKING SCREENING
URBAN OPEN SPACE
PROPOSED SIDEWALK ACCESS
PATIO
BY
ARCH.
PROPOSED PARKING
PROPOSED FUTURE WALKWAY
CONNECTION - FINAL LAYOUT
TO BE DETERMINED IF/WHEN
APPROVAL IS GRANTED FROM
ACRW
8.008.002.00
SIDEWALK UTILITY EASEMENT
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
SITE PLAN
N/A
AM
CW
LD
G1-02
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0
1"=
10'20'40'
20'
DEVELOPMENT SUMMARY:
1.TAX PARCEL NUMBERS:
- 083-084-08
2.PROPOSED ZONING:
- TOD-M (O) SPA
3.SITE JURISDICTION:
- CITY OF CHARLOTTE
4.TOTAL SITE SF (ACREAGE):
- 47,992.38 SF (±1.103 AC)
5.EXISTING DIMENSIONAL REQUIREMENTS:
- NORFOLK-SOUTHERN RAILWAY:20' ORIGINAL RAILROAD R.O.W.
- E. 35TH ST. SETBACK: 16' FROM PROPOSED B.O.C.
- E. 36TH ST. SIDE: NONE REQUIRED
-SIDE YARD:EX. 5' SIDE SETBACK
-REAR YARD:NONE REQUIRED
6.TOTAL NUMBER OF EX BUILDINGS:
- 1
7.EXISTING ZONING AND BUILDING USES:
-TOD-M (O)
- WAREHOUSE
8.PROPOSED USES:
- OFFICE / COMMERCIAL
9.TOTAL RESIDENTIAL UNITS:
- 0 UNITS
10.TOTAL STORIES:
- 1 STORY
11.PROPOSED BUILDING HEIGHT:
- MAX BUILDING HEIGHT WILL NOT EXCEED 67 FEET AS ALLOWED BY THE ORDINANCE.
12.PROPOSED GROSS FLOOR AREA
- 20,019 SF
13.REQUIRED PARKING:
- PARKING SPACES REQUIRED:0
- PARKING SPACES PROVIDED:23
14.REQUIRED URBAN OPEN SPACE:
- PRIVATE OPEN SPACE: NONE REQUIRED
- PUBLIC OPEN SPACE: 500 SF REQUIRED; 500 SF PROVIDED
14.1. REQUIRED BIKE PARKING:
-LONG-TERM:
REQUIRED (1/10,000 SF):2
PROVIDED:3
-SHORT-TERM:
REQUIRED:2
PROVIDED: 2
14.2. SEATING
REQUIRED (1 LF PER EACH 30 SF OF URBAN OPEN SPACE): 17 LF
PROVIDED:17 LF
14.3. TREES:
REQUIRED (1 TREE PER EACH 500 SF OF URBAN OPEN SPACE): 1 TREE
PROVIDED:1 TREE SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
No. 1232
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
APPROVED REZONING
N/A
AM
CW
LD
G2-00
4/30/2019 1:05 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-REZONING.DWG
(NOT TO SCALE)
NTS
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
REZONING APPROVED 02.18.2019. PLANS
SHOWN ARE FROM CITY WEBSITE; CITY
STAMP MISSING AT TIME OF LAND
DEVELOPMENT SUBMITTAL
FOR REFERENCE ONLY
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
APPROVED REZONING
N/A
AM
CW
LD
G2-01
4/30/2019 1:06 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-REZONING.DWG
(NOT TO SCALE)
NTS
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
FOR REFERENCE ONLY REZONING APPROVED 02.18.2019. PLANS
SHOWN ARE FROM CITY WEBSITE; CITY
STAMP MISSING AT TIME OF LAND
DEVELOPMENT SUBMITTAL
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
APPROVED REZONING
N/A
AM
CW
LD
G2-02
4/30/2019 1:06 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-REZONING.DWG
(NOT TO SCALE)
NTS
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
FOR REFERENCE ONLY REZONING APPROVED 02.18.2019. PLANS
SHOWN ARE FROM CITY WEBSITE; CITY
STAMP MISSING AT TIME OF LAND
DEVELOPMENT SUBMITTAL
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
APPROVED REZONING
N/A
AM
CW
LD
G2-03
4/30/2019 1:06 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-REZONING.DWG
(NOT TO SCALE)
NTS
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
FOR REFERENCE ONLY REZONING APPROVED 02.18.2019. PLANS
SHOWN ARE FROM CITY WEBSITE; CITY
STAMP MISSING AT TIME OF LAND
DEVELOPMENT SUBMITTAL
(NOT TO SCALE)
NTS
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
SURVEY
N/A
AMM
AMM
LD
G3-00
4/30/2019 1:06 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-PLN-EX.CONDITIONS.DWG
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
NTS
FOR REFERENCE ONLY
STSTST ST STSTSTST
STTax # 083-084-08Area: 48,068 s.f. (1.1035 acres)E. 36th StreetE. 35th StreetZoning: TOD-MSTSTSTSTSTSTSTTPTPTP TP TPTPTPTPTPTP TPTPTPTP TPTPTPTP TPTPTPTP TPTPTPTP TPTPTPTP TPTP436 E. 36THSTREETASANA PARTNERS1616 CAMDEN RD. #210CHARLOTTE, NC1018295EROSION CONTROL PHIN/ARKAMLDC1-004/30/2019 1:06 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-PLN-EROSION.DWG0 1"=10'20'40'20'LEGENDPROPOSED SILT FENCEINLETPROTECTIONEX. CONTOURPR. CONTOURTPTPPROPOSED LIMITS OF CONSTRUCTIONPROPOSED TREE PROTECTIONPROPOSED ROCK BERMPROPOSED TEMPORARY CONSTRUCTIONENTRANCE WITH TIRE WASH100 YR FLOODPLAIN LIMITPROPERTY LINEEASEMENT LINEPROPOSED VEGETATIVE FILTER STRIPPROPOSED SOIL RETENTION BLANKET EROSION CONTROL GENERAL NOTES1.THE EROSION CONTROL PLAN MEASURES MAY ONLY BE PLACED INFRONT OF INLETS, OR IN CHANNELS, DRAINAGE WAYS OR BORROWDITCHES AT THE RISK OF CONTRACTORS. CONTRACTOR SHALL REMAINLIABLE FOR ANY DAMAGES CAUSED BY THE MEASURES, INCLUDINGFLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE.2.AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS, AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGEDOF ANY SEDIMENT GENERATED BY THE PROJECT AND DEPOSITED AS ARESULT OF EROSION CONTROL MEASURE.3.ALL EROSION CONTROL MEASURES SHALL BE PROVIDED AND INSTALLEDIN ACCORDANCE WITH THE CITY OF CHARLOTTE STANDARDCONSTRUCTION DETAILS. SEE STORM WATER POLLUTION PREVENTIONPLAN PREPARED SPECIFICALLY FOR THIS PROJECT FOR ADDITIONALDETAIL REGARDING EROSION CONTROL AND MONITORING.4.CONTRACTORS ARE RESPONSIBLE FOR LOCATING EXISTING UTILITIESPRIOR TO BEGINNING WORK.EROSION CONTROL NOTES:1. ALL STD. NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL(CLDS).2. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C. EROSIONAND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THEZONING ADMINISTRATOR.4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THECITY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO AFINE.6. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS. REFER TO THECITY OF CHARLOTTE SEDIMENT AND EROSION CONTROL ORDINANCE (CHAPTER 17, ARTICLEII, SECTION 17-33.) FOR ADDITIONAL REQUIREMENTS.7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY AREPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10'REQUIRE ADDITIONAL TERRACING.9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BECONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILLMATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THEPROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITEBORROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROLINSPECTOR.10. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINEDFROM THE AFFECTED PROPERTY OWNER.11. ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLYSTABILIZED.CONSTRUCTION SEQUENCE1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT.2. FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES, WETLANDS, OR EXISTING STRUCTURES NOTED TO REMAIN.3. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERINGDEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANYLAND-DISTURBING ACTIVITY IS A VIOLATION OF THE CITY CODE AND IS SUBJECT TO FINE.4. INSTALL TEMPORARY CONSTRUCTION ENTRANCES.5. INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, TEMPORARY DIVERSION DITCHES, CHECK DAMS, BYPASS PIPES AND ANYOTHER TEMPORARY MEASURES AS DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR.6. CALL FOR ON-SITE INSPECTION BY EROSION CONTROL INSPECTOR. WHEN APPROVED, INSPECTOR WILL ISSUE THE GRADING PERMITAND CLEARING, GRUBBING AND DEMOLITION MAY BEGIN.7. GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES ARE IN PLACE AND FUNCTIONING PRIOR TO GRUBBINGAND GRADING OPERATIONS.8. BEGIN CLEARING, GRUBBING AND DEMOLITION OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHEREEARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTERCLEARING AND GRUBBING.9. BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION CONTROL MEASURES AS INDICATED, AS REQUIRED, AND AS DEEMEDNECESSARY BY THE EROSION CONTROL INSPECTOR.10. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ONLARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE.11. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND WITH APPROVAL FROM EROSION CONTROL INSPECTOR.12. ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE A WEEK AND AFTER EVERY STORM EVENT OF 6" OR GREATER BY ACERTIFIED INSPECTOR. IF ANY FAILURES ARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.13. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROLPLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE, EROSION CONTROL ORDINANCE, AND THECHARLOTTE MECKLENBURG LAND DEVELOPMENT STANDARDS.14. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANTOFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BECHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY STORMEVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANYREPAIRS OR CLEANING NECESSARY TO MAINTAIN EROSION ANDSEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY.2. ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED ASNECESSARY, AND MULCHED ACCORDING TO THE SEEDING SCHEDULE.MAINTENANCE SCHEDULE:PROPOSED SILT FENCE, TYP.PROPOSED SILT FENCE, TYP.EXST BUILDINGEXST ASPHALT PARKINGPROP. INLETPROTECTIONPROP CONSTRUCTIONENTRANCE WITH TIRE WASHPROPOSED INLETPROTECTION, TYP.PROPOSED INLETPROTECTION, TYP.PROP CONSTRUCTIONENTRANCE WITH TIRE WASHPROPOSED SILT FENCE, TYP.PROPERTY LINE, TYP.PROPERTY LINE, TYP.EXIST. PLANTER ISLANDEXST GREEN SPACEEXST GREEN SPACEEXIST. OVERHEAD ELECTRICEXST ASPHALT PARKINGEXIST. OVERHEAD ELECTRICPROPERTY LINE, TYP.DENUDED LIMITS: 1.13 AC#5 WASHED STONE PIPEPROTECTIONTREE PROTECTION FENCE, TYP.ALLEY TO REMAIN OPEN TONEIGHBORING PROPERTIESEXIST. OVERHEAD ELECTRICSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEKEY MAPSEALPROJECTNORTHORIGINAL SHEET SIZE: 22" X 34"REVISION / ISSUANCENO.DESCRIPTIONDATEVERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-06581LAND DEVELOPMENTSUBMITTAL #103.22.2019SEAL04614404.30.192BUILDING PERMIT04.10.20193LAND DEVELOPMENTSUBMITTAL #204.29.2019PROP CONSTRUCTIONENTRANCE WITH TIRE WASH20.00 ORIGINAL RAIL R/W51.80 RAIL R/W59.60 RAIL R/W
ST ST STSTSTST
ST
ST
ST
Tax # 083-084-08
Area: 48,068 s.f. (1.1035 acres)E. 36th StreetE. 35th StreetZoning: TOD-MST
ST
ST
ST
ST
ST
ST
PATIO B
102
PATIO A
101
TENANT SPACE
100
TP TP TPTPTPTPTPTPTP TPTPTPTP TPTPTPTP TPTPTPTP TPTPTPTP TPTPTPTP TPTPTP436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
EROSION CONTROL PHII
N/A
RK
AM
LD
C1-01
4/30/2019 1:07 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-PLN-EROSION.DWG
0
1"=
10'20'40'
20'
LEGEND
PROPOSED SILT FENCE
INLET
PROTECTION
EX. CONTOUR
PR. CONTOUR
TP TP
PROPOSED LIMITS OF CONSTRUCTION
PROPOSED TREE PROTECTION
PROPOSED DURAWATTLE
PROPOSED ROCK BERM
PROPOSED FODS TRACKOUT CONTROL MAT
PROPOSED TEMPORARY CONSTRUCTION
ENTRANCE WITH TIRE WASH
100 YR FLOODPLAIN LIMIT
PROPERTY LINE
EASEMENT LINE
PROPOSED VEGETATIVE FILTER STRIP
PROPOSED SOIL RETENTION BLANKET
EROSION CONTROL GENERAL NOTES
1.THE EROSION CONTROL PLAN MEASURES MAY ONLY BE PLACED IN
FRONT OF INLETS, OR IN CHANNELS, DRAINAGE WAYS OR BORROW
DITCHES AT THE RISK OF CONTRACTORS. CONTRACTOR SHALL REMAIN
LIABLE FOR ANY DAMAGES CAUSED BY THE MEASURES, INCLUDING
FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE.
2.AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGE
WAYS, AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED
OF ANY SEDIMENT GENERATED BY THE PROJECT AND DEPOSITED AS A
RESULT OF EROSION CONTROL MEASURE.
3.ALL EROSION CONTROL MEASURES SHALL BE PROVIDED AND INSTALLED
IN ACCORDANCE WITH THE CITY OF CHARLOTTE STANDARD
CONSTRUCTION DETAILS. SEE STORM WATER POLLUTION PREVENTION
PLAN PREPARED SPECIFICALLY FOR THIS PROJECT FOR ADDITIONAL
DETAIL REGARDING EROSION CONTROL AND MONITORING.
4.CONTRACTORS ARE RESPONSIBLE FOR LOCATING EXISTING UTILITIES
PRIOR TO BEGINNING WORK.
EROSION CONTROL NOTES:
1. ALL STD. NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL
(CLDS).
2. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C. EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE
ZONING ADMINISTRATOR.
4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
CITY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A
FINE.
6. ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS. REFER TO THE
CITY OF CHARLOTTE SEDIMENT AND EROSION CONTROL ORDINANCE (CHAPTER 17, ARTICLE
II, SECTION 17-33.) FOR ADDITIONAL REQUIREMENTS.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 2:1 FILL SLOPES GREATER THAN 10'
REQUIRE ADDITIONAL TERRACING.
9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE
CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF
3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL
MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE
PROPERTY, THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY OFF-SITE
BORROW LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL
INSPECTOR.
10. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED
FROM THE AFFECTED PROPERTY OWNER.
11. ALL EROSION CONTROL DEVICES SHALL REMAIN UNTIL SITE HAS BEEN PERMANENTLY
STABILIZED.
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT.
2. FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES, WETLANDS, OR EXISTING STRUCTURES NOTED TO REMAIN.
3. SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING
DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY
LAND-DISTURBING ACTIVITY IS A VIOLATION OF THE CITY CODE AND IS SUBJECT TO FINE.
4. INSTALL TEMPORARY CONSTRUCTION ENTRANCES.
5. INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, TEMPORARY DIVERSION DITCHES, CHECK DAMS, BYPASS PIPES AND ANY
OTHER TEMPORARY MEASURES AS DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR.
6. CALL FOR ON-SITE INSPECTION BY EROSION CONTROL INSPECTOR. WHEN APPROVED, INSPECTOR WILL ISSUE THE GRADING PERMIT
AND CLEARING, GRUBBING AND DEMOLITION MAY BEGIN.
7. GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES ARE IN PLACE AND FUNCTIONING PRIOR TO GRUBBING
AND GRADING OPERATIONS.
8. BEGIN CLEARING, GRUBBING AND DEMOLITION OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE
EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER
CLEARING AND GRUBBING.
9. BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION CONTROL MEASURES AS INDICATED, AS REQUIRED, AND AS DEEMED
NECESSARY BY THE EROSION CONTROL INSPECTOR.
10. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON
LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE.
11. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND WITH APPROVAL FROM EROSION CONTROL INSPECTOR.
12. ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE A WEEK AND AFTER EVERY STORM EVENT OF 6" OR GREATER BY A
CERTIFIED INSPECTOR. IF ANY FAILURES ARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.
13. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE, EROSION CONTROL ORDINANCE, AND THE
CHARLOTTE MECKLENBURG LAND DEVELOPMENT STANDARDS.
14. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY STORM
EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
REPAIRS OR CLEANING NECESSARY TO MAINTAIN EROSION AND
SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY.
2. ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO THE SEEDING SCHEDULE.
MAINTENANCE SCHEDULE:
PROP DURAWATTLE TO BE PLACED
ON TOP OF ASPHALT, TYP.
PROPOSED SILT FENCE, TYP.
PROPOSED SILT FENCE, TYP.
PROP. INLET
PROTECTION
PROP CONSTRUCTION
ENTRANCE WITH TIRE WASH
PROPOSED INLET
PROTECTION, TYP.
PROPOSED INLET
PROTECTION, TYP.
PROPERTY LINE, TYP.
PROPERTY LINE, TYP.
EXIST. OVERHEAD ELECTRIC
EXIST. OVERHEAD ELECTRIC
PROPERTY LINE, TYP.
PROPOSED SILT FENCE, TYP.
PROPOSED 15" RCP
PROP ASPHALT PARKING
PROP ASPHALT PARKING
PROPOSED RELOCATED
POWER POLE
DENUDED LIMITS: 1.13 AC
PROP. DURAWATTLE
#5 WASHED STONE PIPE
PROTECTION
TREE PROTECTION FENCE, TYP.ALLEY TO REMAIN OPEN TO
NEIGHBORING PROPERTIES
PROPOSED FODS TRACKOUT
CONTROL MAT
EXIST. OVERHEAD ELECTRIC
LIGHT TO REMAIN
ANY DISTURBANCE IN
RAIL R/W TO BE
APPROVED BY ACRW
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
SEAL
046144
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
PROPOSED STORM.
SEE SHEET: C4-00
20.00 ORIGINAL RAIL R/W
51.80 RAIL R/W
59.60 RAIL R/W
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
EROSION CONTROL DETAILS
N/A
RK
AM
LD
C1-02
4/30/2019 1:07 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-DTL-EROSION.DWG
N/A
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
SEAL
046144
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
A
A
BELOW GRADE WASHOUT STRUCTURE
1:1SIDE SLOPE(TYP.)
10 MILPLASTICLINING
3'-0"MIN.& X'MAX.SECTION A-A
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURENOT TO SCALE
PLAN
SECTION B-B
HIGHCOHESIVE &LOW FILTRATIONSOIL BERM
8"6"
2'
HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE(TYP.)
10 MILPLASTIC LINING
B
B
3'-0"MIN.& X'MAX.A
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)OR STAPLES
SANDBAGS (TYP.)OR STAPLES
NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARY MARKED WITH SIGNAGE NOTING DEVICE.
NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURESSHALL BE MAINTAINED WHEN THE LIQUIDAND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY TO PROVIDEADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARY MARKED WITH SIGNAGENOTING DEVICE.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
CONCRETEWASHOUT CONCRETEWASHOUT
PLAN
CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)
SILT FENCE
10'MIN10'MIN
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasingland disturbance
7
7
7
14
None
None
(a)Perimeter dikes,swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days areallowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQWZones
-10 days for Falls Lake Watershed
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make this
requirement not practical:
(a)This general permit as well as the certificate of coverage, after it is received.
(b)Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records.
(c)All data used to complete the Notice of Intent and older inspection records shall bemaintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that must be reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(a)Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b)Anticipated bypasses and unanticipated bypasses.
(c)Noncompliance with the conditions of this permit that may endanger health or the
environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
ST ST STSTSTST
ST
ST
ST
Tax # 083-084-08
Area: 48,068 s.f. (1.1035 acres)E. 36th StreetE. 35th StreetZoning: TOD-MST
ST
ST
ST
ST
ST
ST
TP TP TPTPTPTPTPTPTP TPTPTPTP TPTPTPTP TPTPTPTP TPTPTPTP TPTPTPTP TPTPTP436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
DEMO PLAN
N/A
RAK
AMM
LD
C2-00
4/30/2019 1:08 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-PLN-DEMO.DWG
0
1"=
10'20'40'
20'
EX. WATER LINE
TO BE REMOVED
PROPERTY LINE, TYP.
EX. ASPHALT TO
BE REMOVED
EX. ASPHALT TO
BE REMOVED
EX. ASPHALT TO
BE REMOVED
EX. CONCRETE
TO BE REMOVED
EX. CONCRETE
TO BE REMOVED
EX. TREE TO BE
REMOVED, TYP.
EX. TREE TO BE
REMOVED, TYP.
EX. WOOD
RETAINING WALL TO
BE REMOVED, TYP.
EX. DOOR OVERHANG
TO BE REMOVED, TYP.
EX. FENCED AREA TO
BE REMOVED, TYP.
EX. FENCE TO BE
REMOVED, TYP.
EX. ASPHALT TO BE
REMOVED, TYP.
EX. CONCRETE DRIVE
TO BE REMOVED, TYP.
EX. POWER POLE TO BE RELOCATED.
OWNER/ CONTRACTOR TO COORDINATE
RELOCATION WITH DUKE ENERGY. REFER
TO UTILITY PLAN FOR APPROXIMATE NEW
POLE LOCATION.
EX. WATER METER TO BE DISMANTLED BY CLT
WATER, TYP. CONTRACTOR SHALL CUT AND
PLUG PRIVATE PIPING BEHIND METER VAULT
(ON BUILDING SIDE OF VAULT)
EX. CATCH BASIN TO BE
REMOVED. PORTION OF EX. 12"
STORM TO BE REMOVED. SEE
SHEET C4-00 FOR DETAILS
EX. CONCRETE
BLOCK GARAGE TO
BE REMOVED, TYP.
EX. TREES TO BE
REMOVED, TYP.
EX. FDC TO BE
REMOVED, TYP.
EX. FDC TO BE
REMOVED, TYP.
DEMOLITION NOTES:
1.CONTRACTOR TO SUBMIT DEMOLITION PLAN TO THE CITY OF CHARLOTTE BUILDING
STANDARDS BEFORE DEMOLITION IS TO BEGIN AND IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO OBTAIN ALL DEMOLITION PERMITS AS REQUIRED.
2.NO DEMOLITION RESULTING IN LAND DISTURBANCE PRIOR TO PRE-CONSTRUCTION
MEETING.
3.DEMOLITION AND REMOVAL OPERATIONS SHALL COMMENCE AFTER ALL EROSION CONTROL
MEASURES ARE IN PLACE AND ARE FUNCTIONAL. SEE SHEET C1-00 FOR EROSION CONTROL
DETAILS.
4.CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH
ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT
CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES
WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION.
5.DEMOLITION DEBRIS, EXCEPT AS OTHERWISE NOTED, SHALL BECOME THE PROPERTY OF
THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. ALL DEBRIS SHALL BE
DISPOSED OF OFF-SITE BY THE CONTRACTOR IN A LEGAL LANDFILL IN A TIMELY MANNER.
NO SALVAGE OR SALE OF DEMOLISHED MATERIALS ON SITE WILL BE ALLOWED WITHOUT
PERMISSION FROM THE OWNER.
6.LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN AREAS OF WORK. IF
UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND
PROTECTION DURING DEMOLITION OPERATION.
7.SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE
ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND UTILITY OWNER
FOR IMMEDIATE ACTION.
8.UNCHARTED TREES AND SHRUBS THAT CONFLICT WITH PROPOSED PAVING SHALL BE
REMOVED. SEE SHEET L2-00 FOR SITE LAYOUT DETAILS.
9.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM
DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND
OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION.
10.CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR
BETTER UNLESS OTHERWISE NOTED OR AS PART OF CONTINUING CONSTRUCTION
ACTIVITY PER SITE DEVELOPMENT PLANS AS PERMITTED.
11.CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE MATERIAL,
EQUIPMENT, ETC. FROM THE SITE IF NOT NEEDED AT CONTRACTORS EXPENSE.
12.THE LOCATION OF ALL UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM
AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.
THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR INACCURACY. CONTRACTOR
IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND ASSURING THAT
UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL NC ONE
CALL (PREVIOUSLY ULOCO) AT 1-800-632-4949 FOR UTILITY LOCATING SERVICES 48 HOURS
PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY LOCATION AND
DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
13.ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING
CODES AND LOCAL RESTRICTIONS. THE CONTRACTOR MUST COMPLY WITH ALL OF THE
CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES.
14.PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOR SHALL COORDINATE
HIS ACTIVITIES WITH ALL UTILITY COMPANIES SERVING THIS AREA. THE CONTRACTORS TO
COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF ALL
UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL BE RESPONSIBLE
FOR COORDINATING RELOCATION OR REMOVAL OF EXISTING PRIVATE AND PUBLIC
UTILITIES AS REQUIRED. RELOCATION COORDINATION SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR. ASSOCIATED FEES SHALL BE THE RESPONSIBILITY OF THE OWNER.
15.ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS SHOWN ON THE PLANS
OR AS DIRECTED BY THE ENGINEER OR OWNER.
16.RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE
COORDINATED WITH THE APPROPRIATE UTILITY COMPANY.
17.ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY.
18.CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE OWNER
PRIOR TO STARTING DEMOLITION ACTIVITIES.
19.CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC UTILITIES. ANY WORK ASSOCIATED
WITH SAID UTILITIES TO BE COORDINATED WITH APPROPRIATE UTILITY COMPANY.
DEMOLITION OF UTILITIES WHICH ARE ACTIVE SHALL BE SEQUENCED TO ALLOW FOR
INSTALLATION OF NEW OR REROUTED LINES, PRIOR TO REMOVAL OF EXISTING PORTION.
REFER TO UTILITY PLANS FOR PROPOSED WORK.
20.CONTRACTOR SHALL COORDINATE STORM DEMOLITION WITH STORM DRAIN
IMPROVEMENTS TO MAINTAIN POSITIVE DRAINAGE.
21.SHOULD THE CONTRACTOR ENCOUNTER ANY ADDITIONAL ITEMS THAT MAY REQUIRE
DEMOLITION (FENCES, GUARD RAIL, ETC.) - THE CONTRACTOR SHALL CONTACT THE
ENGINEER FOR FURTHER DIRECTION.
22.DEMOLITION WITHIN ADJACENT RIGHT OF WAYS SHALL BE COMPLETED IN ACCORDANCE
WITH THE TRAFFIC CONTROL REQUIREMENTS OF THE W.A.T.C.H. MANUAL. CONTRACTOR
SHALL INSTALL NEW CURB AND GUTTER AND STREET PAVEMENT IMMEDIATELY FOLLOWING
DEMOLITION ACTIVITIES THAT OCCUR IN THE RIGHT OF WAY PER SITE PLAN.
LEGEND
DEMO EX. GROUP OF TREES
DEMO EX. CURB AND GUTTER/RETAINING
WALL/FENCE
DEMO EX. UTILITY
ASPHALT TO BE REMOVED
CONCRETE TO BE REMOVED
100 YR FLOODPLAIN LIMIT
PROPERTY LINE
EASEMENT LINE
STRUCTURE TO BE REMOVED
NOTES:
·CONTRACTOR IS RESPONSIBLE FOR FIELD
LOCATING ALL EXISTING UTILITIES PRIOR TO
BEGINNING ANY WORK ON THE SITE AND
ENSURING THAT ALL UTILITY RELOCATIONS HAVE
BEEN COORDINATED PRIOR TO REMOVAL. SEE
SHEET C3-00.
EX. WATER LINE
TO BE REMOVED
EX. DOWNSPOUT TO
BE REMOVED, TYP.
PROPERTY LINE, TYP.
EX. GAS MARKER TO
REMAIN
EX. GATE BOX TO
BE REMOVED
EX. CONCRETE
TO BE REMOVED
EX. CONCRETE
TO BE REMOVED
EX BUILDING TO
REMAIN
EX. WATER METER TO BE DISMANTLED BY CLT
WATER, TYP. CONTRACTOR SHALL CUT AND
PLUG PRIVATE PIPING BEHIND METER VAULT
(ON BUILDING SIDE OF VAULT)
EX. WATER METER TO BE DISMANTLED BY CLT
WATER, TYP. CONTRACTOR SHALL CUT AND
PLUG PRIVATE PIPING BEHIND METER VAULT
(ON BUILDING SIDE OF VAULT)
ALLEY TO REMAIN OPEN TO
NEIGHBORING PROPERTIES
SEE SHEET C5-00 FOR
ROADWAY WORK LIMITS.
SEE SHEET C5-00 FOR EXTENTS
OF C&G REMOVAL
CONTRACTOR TO VERIFY
LIMITS OF RETAINING WALL
AND GARAGE FOUNDATION.
RETAINING WALL TO REMAIN.
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
SEAL
046144
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
APPROXIMATE LOCATION OF EXISTING
ROOF DRAINAGE COLLECTOR STORM.
STORM TO BE REMOVED.
TREE PROTECTION, TYP.
20.00 ORIGINAL RAIL R/W
51.80 RAIL R/W
59.60 RAIL R/W
ST ST STSTSTST
ST
ST
ST
Tax # 083-084-08
Area: 48,068 s.f. (1.1035 acres)E. 36th StreetE. 35th StreetZoning: TOD-MST
ST
ST
ST
ST
ST
ST
~~102.53 LF OF 4" PVC @ 1.00%PROP SSCO-01
RIM: 719.80
4" INV. OUT: 716.13 (PROP SSMH-01)
PROP SSMH-01
RIM: 718.18
4" INV. IN: 715.11 (PROP SSCO-01)
4" INV. OUT: 715.11 (PROP SSCO-02)
57.08 LF OF 4" PVC @ 1.00%
PROP SSCO-02
RIM: 720.00
4" INV. IN: 714.54 (PROP SSMH-01)
4" INV. OUT: 714.53 (TAPPING SADDLE)
15.48 LF OF 4" PVC @ 1.00%
TAPPING SADDLE
4" INV. IN: 714.38 (PROP SSCO-02)
8" INV OUT: 714.18
0
1"=
10'20'40'
20'
4" N-PATTERN DOMESTIC AND FIRE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
INSTALLED ABOVE-GROUND WITHIN HEATED ENCLOSURE PER CLTWATER REQUIREMENTS
ENCLOSURE TO INCLUDE DRAIN PORTS FOR DISCHARGE WATER PER CLTWATER REQUIREMENTS
MODEL: N-PATTERN WILKINS MODEL 475 WITH 45N-APD BFPRODUCTS ENCLOSURE OR APPROVED EQUAL
PROP. 4" FMCT IN UNDERGROUND VAULT PER CLTWATER REQUIREMENTS
TO BE LOCATED WITHIN ONE SIDEWALK PANEL
PROP. 4" COMBINATION
FIRE & DOMESTIC LINE
PROP. 11.25° BENDS
PROPERTY LINE
PROP. 11.25°
BENDS
PROP. CONCRETE WALK, TYP.
RE: MEP FOR CONNECTION
PROPERTY LINE, TYP.
PROP. 4"X12" TAPPING SLEEVE
AND VALVE
PROP. FDC
EXIST BUILDING
FFE: 719.80
EX. 12" PVC WATER
EX. 8" PVC SEWER
EX. WATER METER VAULT
TO BE DISMANTLED
EX. 12" STORM
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
UTILITY PLAN
N/A
AMM
AMM
LD
C3-00
4/30/2019 1:08 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-PLN-UTILITY.DWG
EXIST. GAS
EXIST. 2" WATER
WATER SERVICE TO BE SPLIT INSIDE BUILDING.
SEE MEP PLANS FOR FURTHER DETAIL
EX. WATER METER VAULT
TO BE DISMANTLED
EXIST. WATER METER TO BE
CONVERTED TO IRRIGATION
5/8" IRRIGATION N-PATTERN REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
INSTALLED ABOVE-GROUND WITHIN HEATED ENCLOSURE PER CLTWATER REQUIREMENTS
ENCLOSURE TO INCLUDE DRAIN PORTS FOR DISCHARGE WATER PER CLTWATER REQUIREMENTS
PROP. 5/8" IRRIGATION METER IN UNDERGROUND
VAULT PER CLTWATER REQUIREMENTS
PROP 5/8" COPPER
IRRIGATION SERVICE
BACKFLOW PREVENTER NOTES
1.THE INSTALLATION LOCATION OF ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE IN AN AREA THAT PROVIDES A SAFE WORKING ENVIRONMENT
FOR TESTING AND MAINTENANCE. THIS AREA SHALL BE READILY ACCESSIBLE, AWAY FROM ELECTRICAL HAZARDS AND FREE FROM DIRT. THE
LOCATION MUST MEET REQUIREMENTS OF ALL LOCAL AUTHORITIES I.E. FIRE, PLANNING, ZONING, CITY DEPARTMENT OF TRANSPORTATION (CDOT) OR
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
2.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANT, FIRE DEPARTMENT CONNECTION POINTS, OR OTHER WATER
USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS CLTWATER-REQUIRED BACFLOW PREVENTER.
3.WATER LINE - REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES (RP) SHALL BE INSTALLED ABOVE GROUND WITHIN INSULATED
ENCLOSURE AND OUTSIDE ZONING SETBACK AREAS PER CLTWATER REQUIREMENTS. ENCLOSURE TO INCLUDE DRAIN PORTS FOR DISCHARGE WATER
PER CLTWATER REQUIREMENTS.
4.FIRE LINE - REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES (RP) SHALL BE INSTALLED ABOVE GROUND WITHIN A HEATED
INSULATED ENCLOSURE AND OUTSIDE ZONING SETBACK AREAS PER CLTWATER REQUIREMENTS. ENCLOSURE TO INCLUDE DRAIN PORTS FOR
DISCHARGE WATER PER CLTWATER REQUIREMENTS.
5.REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP) MUST CONFORM TO CLTWATER SPECIFICATIONS. REFER TO CLTWATER APPROVED LIST OF BPA'S.
6.THE MINIMUM HEIGHT FROM THE RELIEF PORT TO THE GROUND SHALL BE 12" AND THE MAXIMUM HEIGHT SHALL BE 30".
7.EACH CLTWATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A CLTWATER-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM
IN SERVICE.
8.THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INFORMATION, NORTH CAROLINA STATE BUILDING CODE VOL. II AND
CLTWATER.
9.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER-USING
APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS CLTWATER-REQUIRED BACKFLOW PREVENTER.
CLT WATER NOTES:
1.CUSTOMER IS RESPONSIBLE FOR STAKING SITE AS NECESSARY TO DETERMINE SERVICE LOCATIONS & ELEVATIONS PRIOR TO CLT WATER CONTRACTOR MOBILIZING TO
INSTALL SERVICES. SITE ADDRESS MUST BE VISIBLY POSTED AT SITE.
2.ON-SITE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY APPLICABLE CONFLICTING UTILITIES NECESSARY TO COMPLETE SERVICE INSTALLATIONS. ADDITIONAL FEES
MAY APPLY & CONSTRUCTION TIME LINES EXTENDED IF CONFLICTING UTILITIES ARE NOT SHOWN ON PLANS.
3.WATER AND SEWER CONNECTIONS SHALL NOT BE LOCATED WITHIN PROPOSED CONSTRUCTION ENTRANCES.
4.PAYMENT FOR A QUOTED SERVICE CONNECTION SHALL BE CONSIDERED ACKNOWLEDGEMENT & APPROVAL OF CLT WATER COMMENTS BY THE APPLICANT; PAYMENT DOES
NOT INCLUDE ANY ADDITIONAL FEES REQUIRED DUE TO UNFORESEEN CONDITIONS THAT ARE WERE NOT DEPICTED ON THE SITE PLAN PROVIDED BY THE APPLICANT.
5.APPROVAL FOR BACKFLOW REQUIREMENTS IS NOT PART OF THIS REVIEW. BACKFLOW PREVENTION REVIEW ENTAILS PLAN SUBMITTAL VIA MECKLENBURG COUNTY'S CODE
ENFORCEMENT PERMITTING PROCESS AT THE TIME OF APPLICATION OF BUILDING PERMITS. BACKFLOW PROGRAM REQUIREMENTS ARE AVAILABLE AT
HTTP://CHARLOTTENC.GOV/WATER/PAGES/BACKFLOWCONSTRUCTIONGUIDELINES.ASPX. PLEASE CONTACT MARK KROUSE AT [phone] FOR MORE INFORMATION. ANY
REVISION TO THE SERVICE CONFIGURATIONS AND/OR METER LOCATIONS WILL REQUIRE A RE-SUBMITTAL TO BACKFLOW FOR REVIEW.
6.CLT WATER WILL INSTALL LATERAL INTO DOGHOUSE OR EX MH AND BRING INSIDE R/W AS SHOWN. CLT WATER WILL PLUG END OF LATERAL & SET A 4"X4" POST TO MARK
LOCATION OF PROPOSED PVT MH BY ON-SITE CONTRACTOR.
7.ON-SITE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ANY BRICK PAVERS NECESSARY FOR INSTALLATION OF CLT WATER SERVICES.
NOTE:
ALL EXISTING UTILITIES TO BE FIELD VERIFIED.
CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF
SIZES AND LOCATIONS ARE DIFFERENT FROM PLANS.
PROP. STORM SEE
SHEET: C4-00
PROP. STORM SEE
SHEET: C4-00
APPROXIMATE LOCATION OF
RELOCATED POWER POLE
ALLEY TO REMAIN OPEN TO
NEIGHBORING PROPERTIES
EXIST. 34" WATER LINE
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
SEAL
046144
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
PLANTED AREA
PLANTED
AREA
PLANTED
AREA
PROP. 8' CONCRETE WALK, TYP.
PROP. 8' PLANTING STRIP
PROP 3/4"X12" TAPPING
SADDLE AND CORP STOP
PROP 5/8" COPPER
IRRIGATION SERVICE
PROP 5/8" 90° BEND
PROP 5/8" 90° BEND
5/8" IRRIGATION REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
INSTALLED ABOVE-GROUND WITHIN HEATED ENCLOSURE PER CLTWATER REQUIREMENTS
ENCLOSURE TO INCLUDE DRAIN PORTS FOR DISCHARGE WATER PER CLTWATER REQUIREMENTS
TO BE LOCATED AS CLOSE TO SIDEWALK AS POSSIBLE.
PROP. 5/8" 90° BEND
PROP. 4" FIRE LINE
PROP. 4" 22.5° BEND
PROPERTY LINE
EX. RAILROAD R/W
EX. RAILROAD R/W E.
3
6
TH
ST
.
PROJECT SITE E.
3
5TH
S
T
.
N. DA
VI
D
S
O
N
S
T.
NORFOL
K
-
S
O
U
T
H
E
R
N

R
A
I
L

L
I
N
E
VICINITY MAP
EX. BUILDING SETBACK
PROP. 11.25°
BENDS
03.28.2019
EXIST. FH
± 192 LF FIRE DEPT HOSE
PULL PATH
PRIVATE DR.
N/A
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
UTILITY NOTES AND DETAILS
N/A
AMM
AMM
LD
C3-01
4/30/2019 1:08 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-DTL-UTILITY.DWG
7
C3-01 9
C3-01
8
C3-01
AT THE POINT OF CROSSING.
CROSSING. ONE JOINT OF WATER MAIN PIPE SHALL BE CENTERED
OF PIPING AT CROSSING
CENTER ONE JOINT
(JOINTS) FERROUS METAL PIPE (DIP), FOR 10' EACH SIDE OFWATER AND SEWER LINE SHALL BE WATER MAIN STANDARD
OF PIPE AT CROSSINGCENTER ONE JOINT
WATER LINE
SEWER LINE
10'10'
CIPDIPor
10'10'10'10'PLAN VIEW FOR WATER LINE UNDER SEWER LINE
WATER LINE
SEWER LINE
a= OVER 18" REGULAR MATERIAL STANDARDS SHALL APPLY
FERROUS METAL PIPE (DIP), FOR 10' EACH SIDE OF CROSSING
SHALL BE WATER MAIN STANDARDS (JOINT)a= LESS THAN 18" BOTH WATER AND SEWER LINE
SEWER LINEJOINTSWATER MAIN STANDARD
WATER LINE
PLAN VIEW FOR WATER LINE OVER SEWER LINE W/LESS THAN 18" CLEARENCE10'10'10'10'
orDIP CIP
10'10'aSEWER LINE
WATER LINE
2. GATE VALVE SHALL BE LEFT HAND OPEN.1. GATE VALVE SHALL BE AWWA APPROVED.
NOTES:
VALVE BOXESCONCRETE COLLAR FOR
STD. BROOKS PRODUCTS
10" OR LARGER ONLY)(REQUIRED ON GATE VALVESCONCRETE SUPPORT PAD
COMPACTED BACKFILL
(OR APPROVED VALVE BOX)CONCRETE OR WOOD BLOCKING
MAINWATER OR SEWERVALVEGATE
IRON VALVE BOXADJUSTIBLE CAST
FINISHED GRADE WORD "WATER" OR "SEWER", AS APPLICABLE, CAST IN TOP
3' MINIMUM COVERUNDISTURBED EARTH
LARGER
4"Ø &
CONCRETE THRUST BLOCK
PLAN
TEE
LARGER
4"Ø &
B/2
B
B/2
CONCRETE THRUST BLOCK
ELEVATION
UNDISTURBED EARTH A/2A/2AWATER AND SEWER CROSSING TYPICAL THRUST BLOCK FOR TEESTYP. VERTICAL GATE VALVE INSTALLATION
NTS NTSNTSPLAN/ELEVATION/SECTION PLAN/ELEVATIONSECTION
BACKFLOW PREVENTER NOTES
1.THE INSTALLATION LOCATION OF ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE IN AN AREA THAT PROVIDES A SAFE WORKING ENVIRONMENT
FOR TESTING AND MAINTENANCE. THIS AREA SHALL BE READILY ACCESSIBLE, AWAY FROM ELECTRICAL HAZARDS AND FREE FROM DIRT. THE
LOCATION MUST MEET REQUIREMENTS OF ALL LOCAL AUTHORITIES I.E. FIRE, PLANNING, ZONING, CITY DEPARTMENT OF TRANSPORTATION (CDOT) OR
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
2.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANT, FIRE DEPARTMENT CONNECTION POINTS, OR OTHER WATER
USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS CLTWATER-REQUIRED BACFLOW PREVENTER.
3.WATER LINE - REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES (RP) SHALL BE INSTALLED ABOVE GROUND WITHIN INSULATED
ENCLOSURE AND OUTSIDE ZONING SETBACK AREAS PER CLTWATER REQUIREMENTS. ENCLOSURE TO INCLUDE DRAIN PORTS FOR DISCHARGE WATER
PER CLTWATER REQUIREMENTS.
4.FIRE LINE - REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES (RP) SHALL BE INSTALLED ABOVE GROUND WITHIN A HEATED
INSULATED ENCLOSURE AND OUTSIDE ZONING SETBACK AREAS PER CLTWATER REQUIREMENTS. ENCLOSURE TO INCLUDE DRAIN PORTS FOR
DISCHARGE WATER PER CLTWATER REQUIREMENTS.
5.REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP) MUST CONFORM TO CLTWATER SPECIFICATIONS. REFER TO CLTWATER APPROVED LIST OF BPA'S.
6.THE MINIMUM HEIGHT FROM THE RELIEF PORT TO THE GROUND SHALL BE 12" AND THE MAXIMUM HEIGHT SHALL BE 30".
7.EACH CLTWATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A CLTWATER-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM
IN SERVICE.
8.THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INFORMATION, NORTH CAROLINA STATE BUILDING CODE VOL. II AND
CLTWATER.
9.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER-USING
APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS CLTWATER-REQUIRED BACKFLOW PREVENTER.
CLT WATER NOTES:
1.CUSTOMER IS RESPONSIBLE FOR STAKING SITE AS NECESSARY TO DETERMINE SERVICE LOCATIONS &
ELEVATIONS PRIOR TO CLT WATER CONTRACTOR MOBILIZING TO INSTALL SERVICES. SITE ADDRESS MUST BE
VISIBLY POSTED AT SITE.
2.ON-SITE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY APPLICABLE CONFLICTING UTILITIES
NECESSARY TO COMPLETE SERVICE INSTALLATIONS. ADDITIONAL FEES MAY APPLY & CONSTRUCTION TIME
LINES EXTENDED IF CONFLICTING UTILITIES ARE NOT SHOWN ON PLANS.
3.WATER AND SEWER CONNECTIONS SHALL NOT BE LOCATED WITHIN PROPOSED CONSTRUCTION ENTRANCES.
4.PAYMENT FOR A QUOTED SERVICE CONNECTION SHALL BE CONSIDERED ACKNOWLEDGEMENT & APPROVAL OF
CLT WATER COMMENTS BY THE APPLICANT; PAYMENT DOES NOT INCLUDE ANY ADDITIONAL FEES REQUIRED
DUE TO UNFORESEEN CONDITIONS THAT ARE WERE NOT DEPICTED ON THE SITE PLAN PROVIDED BY THE
APPLICANT.
5.APPROVAL FOR BACKFLOW REQUIREMENTS IS NOT PART OF THIS REVIEW. BACKFLOW PREVENTION REVIEW
ENTAILS PLAN SUBMITTAL VIA MECKLENBURG COUNTY'S CODE ENFORCEMENT PERMITTING PROCESS AT THE
TIME OF APPLICATION OF BUILDING PERMITS. BACKFLOW PROGRAM REQUIREMENTS ARE AVAILABLE AT
HTTP://CHARLOTTENC.GOV/WATER/PAGES/BACKFLOWCONSTRUCTIONGUIDELINES.ASPX. PLEASE CONTACT
MARK KROUSE AT [phone] FOR MORE INFORMATION. ANY REVISION TO THE SERVICE CONFIGURATIONS
AND/OR METER LOCATIONS WILL REQUIRE A RE-SUBMITTAL TO BACKFLOW FOR REVIEW.
6.CLT WATER WILL INSTALL LATERAL INTO DOGHOUSE OR EX MH AND BRING INSIDE R/W AS SHOWN. CLT WATER
WILL PLUG END OF LATERAL & SET A 4"X4" POST TO MARK LOCATION OF PROPOSED PVT MH BY ON-SITE
CONTRACTOR.
7.ON-SITE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ANY BRICK PAVERS
NECESSARY FOR INSTALLATION OF CLT WATER SERVICES.
NOTE:
ALL EXISTING UTILITIES TO BE FIELD VERIFIED.
CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF
SIZES AND LOCATIONS ARE DIFFERENT FROM PLANS,
NOTE:
UNKNOWN LOCATION AND INVERTS OF EXIST. SEWER.
ALL SEWER TO BE EVALUATED AND DETERMINE IF
FEASIBLE TO USE EXISTING SEWER AS PROPOSED.
CONTRACTOR TO CONTACT ENGINEER IMMEDIATELY IF
SEWER CONFLICTS WITH ANY UTILITY/ SITE DESIGN
AND/OR DEEMED UNUSABLE.
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
SEAL
046144
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
N/A
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
UTILITY NOTES AND DETAILS
N/A
AMM
AMM
LD
C3-02
4/30/2019 1:08 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-DTL-UTILITY.DWG
6" TOWARD TROUGHCONCRETE BASESLOPE TOP OF
(TYPICAL)
CONCRETE COLLAR
6"RISERRISERSECTION OF PRECAST MANHOLE
CONCRETE COLLAR3"4"6"4"6"12" MIN.VARIES7" MIN.2'-8" MIN.VARIES24"2"5" MIN.16" MAX.4'-0" - 6'-0"
PLACE ON UNDISTURBED EARTHOR COMPACTED FILL MATERIAL
STRAIGHT WALL OF M.H.TO BE LOCATED OVERINFLUENT PIPE
CO
N
E
MANHOLE STEP
JOINT
3 COURSES OF
BRICK MAX.
MANHOLE RING & COVER
NOTES:
1. MANHOLE TO CONFORM WITH ASTM C478 EXCEPT AS
MODIFIED BELOW.
2. MANHOLE BASE SHALL BE 3600 P.S.I. CONCRETE PLACED ON
UNDISTURBED EARTH AND MAY BE PLACED AGAINST SHAPED
BANKS IN LIEU OF FORMS. WALL REINFORCING TO BA A MINIMUM
OF 0.12 SQ. IN. PER LINEAR FOOT. EITHER TONGUE AND GROOVE
OF JOINTS SHALL HAVE REINFORCING EQUAL IN AREA TO
MINIMUM OF WALL SECTION.
3. ALL JOINTS SHALL CONFORM WITH ASTM C443-63
4. STEPS TO BE PLASTIC
5. ALL PIPE OPENINGS TO BE NO GREATER THAN 3" LARGER
THAN O.D. OF PIPE AND ADDITIONALLY REINFORCED WITH A
MINIMUM OF 0.20 SQ. IN. OF STEEL AT 90 DEGREES. PIPE TO BE
CENTERED IN OPENINGS.
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED WITH A
MINIMUM OF HONEYCOMB, FINS AND OTHER IMPERFECTIONS
7. LIFTING HOLES SHALL BE PLUGGED FROM OUTSIDE PRIOR TO
BACKFILLING
8. INVERTS IN 5' DIAMETER MANHOLES TO BE 3600 PSI READY
MIX CONCRETE IN LIEU OF BRICK
9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST SHELF
10. ALL MASONRY MORTAR SHALL BE PORTLAND CEMENT 1 : 3
MIX.
11. CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED
TROUGH FROM ENTRANCE PIPES TO EXIT PIPE, AND IN CURVED
MANHOLES THE TROUGH MUST BE A SMOOTH CIRCULAR ARC
TANGENT TO THE INSIDE WALLS OF THE PIPES AT THEIR ENDS.
12. RAMSET MASONRY TIES EVERY 12 INCHES.
13. JOINTS TO BE THOROUGHLY SEALED WITH SEALANT TAR
PUTTY TO PREVENT INFILTRATION.
N.T.S.
MANHOLE STEP
4'-0" OR 5'-0"
1. MANHOLE TO CONFORM WITH ASTM C478-72
EXCEPT AS MODIFIED BELOW.
2. MANHOLE BASE TO BE REINFORCED WITH A
MINIMUM AREA OF 0.20 SQ. IN. PER LINEAR
FOOT EACH WAY AND BENT UP AT WALLS 10"
AND SPLICED TO WALL REINFORCING. WALL
REINFORCING TO BA A MINIMUM OF 0.12
SQ. IN. PER LINEAR FOOT. BOTH TONGUE AND
GROOVE OF JOINTS SHALL HAVE REINFORCING
EQUAL IN AREA TO MINIMUM OF WALL SECTION.
3. ALL JOINTS SHALL CONFORM WITH ASTM C443-63
4. STEPS TO BE PLASTIC
5. ALL PIPE OPENINGS TO BE NO GREATER THAN
3" LARGER THAN O.D. OF PIPE AND ADDITION-
ALLY REINFORCED WITH A MINIMUM OF 0.20
SQ. IN. OF STEEL AT 90 DEGREES. PIPE TO
BE CENTERED IN OPENINGS AND SUPPORTED
WITH A CONCRETE COLLAR 12" GREATED THAN O.D.
OF PIPE FOR ONE FOOT FROM THE WALL.
CONCRETE SHALL BE FORCED FROM THE OUTSIDE
TO BECOME AN INTREGAL PART OF THE MANHOLE
INVERT OR TO A POINT FLUSH WITH INSIDE WALL.
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED
WITH A MINIMUM OF HONEYCOMB, FINS AND
OTHER INPERFECTIONS
BASE SECTION RISERSCONEJOINT
3 COURSES OF
BRICK MAX.
3 - #6 REBARS
POUR 3'x 3' CONCRETE
FOOTING, 6"THICK TO
SUPPORTDROP IN STRUCTURE
7. LIFTING HOLES SHALL BE PLUGGED FROM OUTSIDE
PRIOR TO BACKFILLING
8. INVERTS IN 5' DIAMETER MANHOLES TO BE 3600 PSI
READY MIX CONCRETE IN LIEU OF BRICK
9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER
WIDEST SHELF
10. ALL MASONRY MORTAR SHALL BE PORTLAND
CEMENT 1 : 3 MIX.
11. CARE MUST BE TAKEN TO FORM A SMOOTH
FINISHED TROUGH FROM ENTRANCE PIPES TO
EXIT PIPE, AND IN CURVED MANHOLES THE
TROUGH MUST BE A SMOOTH CIRCULAR ARC
TANGENT TO THE INSIDE WALLS OF THE PIPES
AT THEIR ENDS.
13. PROTECTIVE WALL FOR OUTSIDE DROP SHALL
BE A MINIMUM OF 4" MASONRY, AN 8" WALL
MAY BE REQUIRED UNDER SOME CONDITIONS.
14. THE SLOPE OF THE OUTSIDE DROP TROUGH
SHALL BE 1/4" PER FOOT.
12. RAMSET MASONRY TIES EVERY 12 INCHES.
15. DROP STRUCTURE MAY BE FORMED AND
POURED OF 3600 PSI CONCRETE IN LIEU OF
MASONRY.
16. FOOTING FOR DROP MAY BE POURED AS PART
OF THE MANHOLE BASE SLAB OR FIELD POURED
AND TIED TO MANHOLE BASE WITH THREE
EQUALLY SPACED #6 REBARS DOWELED INTO
MANHOLE BASE 2" FROM TOP OF SLAB.
GROUT INTO 8" DEEP HOLES WITH EXPANSION
GROUT.
17. OUTSIDE DROP SHALL NOT ENTER MANHOLE IN
CONE SECTION.
VOID TO BE
MASONRY FILLED
STRAIGHT WALL OF M.H. TO
BE LOCATED OVER INFLUENT
PIPE OR OVER WIDEST SHELF
9' JOINT DIP (MIN) OR DIP
TO UNDISTURBED GROUND
16" MAX.5" MIN.2"24"
7" MIN.
STEEL LADDER IN LIEU OF MANHOLE STEPS
SHALL HAVE OSHA APPROVED STAINLESS
NOTE:
ALL MANHOLES OVER 16' TOTAL DEPTH
C-900 PVCPLASTIC PIPE
SEALANT TAR PUTTY TO PREVENT INFILTRATION.
18. JOINTS TO BE THOROUGHLY SEALED WITH
BRICK MAX.
3 COURSES OF
JOINT
MANHOLE STEPCONE
BASE SECTION RISERSINFLUENT PIPE
TO BE LOCATED OVER
STRAIGHT WALL OF M.H.
OR COMPACTED FILL MATERIAL
PLACE ON UNDISTURBED EARTH
4'-0" OR 5'-0"
CONCRETE SUPPORT COLLAR16" MAX.6"4'-0" MAX.5" MIN.2"24"VARIES2'-8" MIN.7" MIN.
23-1/2"
25-1/4"
21-1/2"
25-1/4"
34-1/2"8-1/4"1-1/4"
1/2"
23-1/4"
2-3/8"3-1/4"1-1/4"1/2"
1/8"
1-1/4"
1"
1-1/2"
3/4"
7/8"
(2) 1" VENT HOLES
(2) TYPE ONE PICKSLOTS
FRAME 240 LBS.
COVER 145 LBS.
TOTAL 385 LBS.
VULCAN TYPE V-1383
BE MACHINED
SURFACE TO
1/2"
1/2"
5-3/4"
12"
10-3/4"3-3/8"9-1/8"USE AS A GROUTED-IN STEP.
MANHOLE SECTIONS. DO NOT
TAPERED HOLES IN PRECAST
THIS STEP TO BE DRIVEN INTO
NOTE:
1-1/4"1-1/8"
1/2" GRADE 60 STEEL REINFORCEMENT
24"
SIZE 11 1/4° BEND 22 1/2° BEND 45° BEND 90° BEND TEE PLUG
12"
22"
18"
32"
43"
30"
54"
36"
64"
1. CARE SHALL BE TAKEN WHEN POURING THRUST BLOCKS
TO KEEP THE FITTING BOLTS FREE FROM CONCRETE.
2. THRUST BLOCK DESIGN BASED ON SOIL COMPRESSIVE
31"24"12"B
STRENGTH OF 2000 P.S.F.
12"
B
A
B
10"A
15"
15"
22"
NOTES:
15"
24"
18"
35"
18"
42"
27"
46"
21"
4"
6"
8"
A
B
A
B
A
6"
6"
9"
9"
12"
8"
12"
9"
18"
12"18"
9"
16"
15"
21"
CONCRETE THRUST BLOCK
PLAN
BEND
4"Ø &
LARGER
BEND
B/2
UNDISTURBED EARTH
B
B/2
34"37"
47"
30"
54"
45"
30"
58"
24"27"
6"
6"
16"
26"
21"
15"
29"
21"
ELEVATION
UNDISTURBED EARTHA/2A/2ACONCRETE THRUST BLOCK
24"
20"
14"
16"
18"
B
A
47"
27"
B
B
A
A
B
A
B
A
34"
37"
24"
15"
29"
18"
32"
21"
71"
36"
92"
54"
53"
59"
30"
21"
41"
24"
47"
27"
60"
48"
40"
57"
70"
30"
32"
69"
127"
72"
108"
60"
116"
60"
96"
60"
107"
42"
54"
75"
48"
86"
77"
84"
54"
36"
62"
42"
69"
48"
82"
90"
54"
36"
66"
42"
74"
48"
3. DIMENSIONS MAY BE FIELD ADJUSTED BY THE ENGINEER
TO SUIT VARYING SOIL CONDITIONS.
UNDISTURBED EARTH OR ROCK 6"12" MAX12"24" MAX.
DIA.
SELECT MATERIALCOMPACTED IN 6" LIFTS
SELECT MATERIALCOMPACTED IN 3" LIFTS
12" MIN.6" MIN.
BELL HOLES NOT SHOWNNOTE:
6" THICK x 18"x18" CONCRETE PAD
ASTM D3034-SDR 35 PVC PIPE
SAN. SWR. LATERAL PIPE TO BE
MINIMUM SLOPE: 1/8" PER FOOT
MAXIMUM SPACING: 75 FEET
CLEAN-OUT PLUG INSTALLED
STUB-UP TO BE CUT-OFF &
AS SHOWN ON PLANS
4" OR 6" SAN. SWR.
6"x 4" WYE
4" WYE OR
N0TE:
1/8" BEND
4" SAN. SWR.
SEWER CLEANOUT6
C3-02
PRECAST MANHOLE 4' AND 5' DIAMETER1
C3-02
SEWER MANHOLE RING AND COVER2
C3-02 PLASTIC MANHOLE STEPS3
C3-02
PRECAST SEWER MANHOLE OVER EXISTING PIPE4
C3-02
TYPICAL TRENCHING5
C3-02
TYPICAL THRUST BLOCKING FOR BENDS7
C3-02 NTS
SCALE
NTS
NTSNTSNTS
SCALE
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
SEAL
046144
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
ST ST STSTSTST
ST
ST
ST
Tax # 083-084-08
Area: 48,068 s.f. (1.1035 acres)E. 36th StreetE. 35th StreetZoning: TOD-MST
ST
ST
ST
ST
ST
ST
~~19.86 LF OF 15" RCP @ 1.00%
CI-01
RIM: 714.89
12" INV. IN: 711.73 (STM MH-01)
15" INV. OUT: 711.48 (CI-02)
CI-02
RIM: 714.00
15" INV. IN: 711.28 (CI-01)
EX CB-01
RIM: 717.8675.58 LF OF 12" HDPE @ 2.50
%
STM MH-01
RIM: 717.46
12" INV. IN: 713.62 (STM CO-01)
12" INV. OUT: 713.62 (CI-01)
143.95 LF
O
F

1
2
"

H
D
P
E

@

1
.
9
3
%
STM CO-01
RIM: 719.43
12" INV. OUT: 716.40 (STM MH-01)
0
1"=
10'20'40'
20'
PROPOSED MIXED USE BUILDING
FFE: 719.30
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
STORM DRAINAGE PLAN
N/A
AMM
AMM
LD
C4-00
4/30/2019 1:09 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-PLN-STORM.DWG
EXIST. 12" RCP PROPOSED
WATER SEE
SHEET: C3-00
EXIST. CATCH
BASIN
STORM DRAINAGE NOTES
1.ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH NCDOT AND THE CITY OF CHARLOTTE STANDARDS AND SPECIFICATIONS AND ALL OTHER CITY,
STATE AND FEDERAL REGULATIONS AND/OR STANDARDS.
2.CATCH BASIN RIM ELEVATIONS ARE GIVEN TO EDGE OF ASPHALT, YARD INLETS TO FINISHED GRADE.
3.RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND
ADJUSTED TO MATCH FIELD CONDITIONS.
4.COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR.
5.ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY.
6.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
7.IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB.
8.CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON
FIELD CONDITIONS.
9.THE PURPOSE OF THE STORM DRAINAGE EASEMENT / POST CONSTRUCTION CONTROLS EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ACCESS. ANY STRUCTURES
AND/OR OBSTRUCTION TO STORM WATER FLOW OR ACCESS IS PROHIBITED.
10.ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS, PART 1926 SUBPART P, AS AMENDED.
11.CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ANY CONFLICTS WITH EXISTING UTILITIES SHALL BE
BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY.
12.IF PROPOSED UTILITIES ARE INSTALLED WITHIN 12 INCHES, HORIZONTAL OR VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM PIEDMONT NATURAL GAS COMPANY. (704)
525-5585
13.ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS, HIGHWAYS, OR PUBLIC RIGHTS-OF-WAY ARE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,
COORDINATING THE WORK WITH ALL AFFECTED GOVERNMENT AGENCIES AND UTILITIES AND INFORMING OCCUPANT OF ADJACENT PROPERTIES OF ACCESS IMPACTS DUE TO THE
WORK.
14.RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SAFETY DEVICES FOR THE PROTECTION OF THE PUBLIC, THE WORKERS, AND GENERAL PROTECTION OF
THE WORK SHALL REST WITH THE CONTRACTOR DOING THE WORK.
15.ALL LANE CLOSURES THAT ARE REQUIRED SHALL FOLLOW NCDOT AND CDOT STANDARDS AND SPECIFICATIONS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
16.ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY VARY.
17.STORM SEWER LEAD-INS TO BUILDINGS SHALL NOT BE INSTALLED UNTIL BUILDING PLANS ARE COMPLETED AND LOCATIONS ESTABLISHED ON THE ARCHITECTURAL PLANS. LEAD-INS
MAY CHANGE 15' HORIZONTALLY AND 3' VERTICALLY PRIOR TO INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL REQUEST AND RECEIVE WRITTEN
APPROVAL FROM PRIME CONTRACTOR PRIOR TO INSTALLATION OF LEAD-INS. CONTRACTOR SHALL COORDINATE LOCATIONS, SIZE AND INVERT ELEVATIONS OF STORM SEWERS WITH
APPROVED BUILDING PLUMBING PLANS.
18.CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION.
19.MINIMUM COVER ON ALL STORM PIPES SHALL BE 3 FEET FOR HDPE AND CLASS III RCP. CLASS IV RCP SHALL BE USED WHERE COVER WILL BE LESS THAN 3'.
20.ALL NON-STANDARD DRAINAGE STRUCTURES (CB'S, HW'S, FES'S, BOTTOMLESS CULVERTS, ETC.) WILL REQUIRE SEALED CONSTRUCTION DRAWINGS.
21.ALL DI (DROP INLETS) SHALL BE NCDOT DROP INLET (STD. #840.14) WITH FRAME AND GRATE (STD. #840.16).
22.ALL CI (CATCH INLETS) AND DCI (DOUBLE CATCH INLETS) SHALL BE NCDOT CATCH BASIN (STD. #840.02) WITH FRAME GRATE AND HOOD (STD. #840.03).
23.ALL JB (JUNCTION BOXES) SHALL BE NCDOT CONCRETE JUNCTION BOX (STD. #840.31) WITH OPTIONAL MANHOLE (STD. #840.54) REQUIRED, PER CDOT.
24.STORM DRAIN PIPE TO FOLLOW THE APPROVED NCDOT AND CITY OF CHARLOTTE STANDARDS AND SPECIFICATIONS. HDPE AND RCP STORM DRAINAGE PIPE INSTALLED WITHIN
EXISTING OR PROPOSED PUBLIC RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY
THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY.
25.ALL BMPS THAT ARE NOT LOCATED ADJACENT TO A PUBLIC RIGHT OF WAY WILL REQUIRE THE OWNER TO PROVIDE A TWENTY (20) FOOT WIDE ACCESS EASEMENT IN FAVOR OF THE
CITY THAT CONNECTS THE BMP AREA TO THE PUBLIC RIGHT OF WAY.
26.THE PURPOSE OF THE POST CONSTRUCTION CONTROLS EASEMENT (PCCE) IS TO PROVIDE STORM WATER CONVEYANCE AND FOR THE CONTROL AND TREATMENT OF STORM WATER
RUNOFF. BUILDINGS OR ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW, SYSTEM PERFORMANCE, OR SYSTEM MAINTENANCE ARE PROHIBITED. THIS EASEMENT ALSO
PROVIDES FOR UNLIMITED ACCESS FOR INSPECTION AND MAINTENANCE PURPOSES TO BE PERFORMED ON THE BMP AS REQUIRED BY THE CITY OF CHARLOTTE STORM WATER
ORDINANCE POST CONSTRUCTION CONTROL REGULATIONS.
27."AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE
CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTYSUBDIVISION ORDINANCE.
28.PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING FOR APPROVAL.
29.PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF ALL WATER QUALITY BMP’S AND DETENTION SYSTEMS MUST BE PROVIDED.
30.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S
INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC
STREET RIGHT-OF-WAY.
EXISTING IMPERVIOUS: 43,027 SQ. FT.
PROPOSED IMPERVIOUS: 41,506 SQ. FT.
ALLEY TO REMAIN OPEN TO
NEIGHBORING PROPERTIES
PROP. STORM TO REPLACE EXISTING
ROOF DRAINAGE COLLECTOR PIPE.
REMOVE EXISTING PIPING AND INSTALL
NEW 12" HDPE.
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
SEAL
046144
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
PCSO COMPLIANCE:
PER THE NEW SENATE BILL 469 SECTION 259(A) THIS SITE DOES NOT REQUIRE INSTALLATION OF NEW OR INCREASED
STORMWATER CONTROLS FOR (I) PREEXISTING BUILT UPON AREA OR (II) REDEVELOPMENT ACTIVITIES THAT DO NOT
INCREASE BUILT UPON AREA OR REMOVE OR DECREASE EXISTING STORMWATER CONTROLS. THIS INCLUDES BUY
OUT (PAYMENT IN LIEU) PROVISIONS ASSOCIATED WITH DISTRESSED BUSINESS DISTRICTS. STORMWATER
CONTROLS ARE ONLY REQUIRED FOR NET INCREASES IN BUILT UPON AREA. THIS SITE DOES NOT INCREASE BUILD
UPON AREA .
N/A
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
STORMWATER DETAILS
N/A
AMM
AMM
LD
C4-01
4/30/2019 1:09 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-DTL-STORM.DWG
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
SEAL
046144
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
ST ST ST ST ST
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS
GAS
GAS G
A
S
GA
SGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS
GASGASST
ST
ST
E. 35th Street436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
E. 35TH ST. ROADWAY
IMPROVEMENTS
N/A
RK
AM
LD
C5-00
4/30/2019 1:32 PM ALY MONIACI N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-PLN-ROADWAY.DWG
0
1"=
5'10'20'
10'
PROPOSED 1.5" MILL AND OVERLAY
PROPOSED FULL
DEPTH ASPHALT
PROPOSED SAW CUT
PROPOSED 2.5' C&G,
TYP
CENTERLINE OF ROAD
8' PLANTING STRIP
8' SIDEWALK
PROPOSED
CONCRETE WALK
ASPHALT PARKING LOT
PROPOSED 15" RCP EXISTING BUILDINGPROPOSED R/W AT
BACK OF SIDEWALK
CONCRETE DRIVE TO
REMAIN AS IS
PROPOSED RELOCATED
POWER POLE
EXIST. CONC DRIVE AND
ALLEY WAY
EXIST. GAS LINE
PROPOSED MODIFIED
TYPE II DRIVEWAY
PROPO
S
E
D

C
O
N
C
R
E
T
E

W
A
L
K
PROPERTY LINE
PROPOSED
SIDE SETBACK
PROPOSED
ASPHALT DRIVE
PROP. CATCH BASIN
PROPOSED FENCE
EXIST. R/W AND
PROPERTY LINE
PROPOSED SAW CUT
EXIST. RAIL R/W
MATCH EXISTING
1.5% TYP.
(2% MAX.)
2%
E. 35TH ST. TYPICAL SECTION
N.T.S
SAWCUTMILL AND OVERLAY 1.5"
DEPTH (TO CENTERLINE)
2'-0 FULL
DEPTH
ASPHALT 2'-6"8'
SIDEWALK R/WEXIST. DRIVE
LANE (VARIES)
PROPOSED R/W
PROPOSED 1.5" MILL AND OVERLAY
DEDICATED R/W
LEGEND
FULL DEPTH ASPHALT
1.5" MILL AND OVERLAY
8'
PLANTING
STRIP
SAWCUT
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
SEAL
046144
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
EXIST. 2" WATER
LANE WIDTHS TO BE 12'
North Davidson St.H:1"=20'
V:1"=5'
700
705
710
715
720
725
730
700
705
710
715
720
725
730
-1+00 0+00 1+00 2+00 3+00
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
DRIVEWAY SIGHT DISTANCE
1"=5'
AM
AM
LD
C5-01
4/30/2019 1:10 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-PLN INT SIGHT.DWG
0
1"=
10'20'40'
20'
3.5' DRIVER'S EYE HEIGHTRIGHT TURN
SIGHT DISTANCE
TO INTERSECTION
LEFT TURN SIGHT
DISTANCE TO
INTERSECTION
3.5' OBJECT
HEIGHT
EXISTING GRADE
3.5' OBJECT
HEIGHT
E. 35TH ST.
(CDOT MAINTAINE
D
)
DESIGN SPEED 35
M
P
H
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
SEAL
046144
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
North Davidson St.H:1"=20'
V:1"=5'
700
705
710
715
720
725
730
700
705
710
715
720
725
730
-3+00 -2+00 -1+00 0+00 1+00 1+50
0
1"=
10'20'40'
20'
E. 35TH ST.
(CDOT MAINTAINE
D
)
DESIGN SPEED 35
M
P
H
3.5' DRIVER'S EYE HEIGHT
RIGHT TURN
SIGHT DISTANCE
TO INTERSECTION
LEFT TURN SIGHT
DISTANCE TO
INTERSECTION 3.5' OBJECT
HEIGHT
3.5' OBJECT
HEIGHT
EXISTING GRADE
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
DRIVEWAY SIGHT DISTANCE
1"=5'
AM
AM
LD
C5-02
4/30/2019 1:10 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-PLN INT SIGHT.DWG
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
SEAL
046144
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
FUTURE COMMERCIALX X X X X X X X X X
X
X
X
X XXXXXXXXXXXNorth Davidson St.H:1"=20'
V:1"=5'
700
705
710
715
720
725
730
700
705
710
715
720
725
730
-3+00 -2+00 -1+00 0+00 1+00 1+50
0
1"=
10'20'40'
20'
E. 36TH ST.
(CDOT MAINTAINED)
DESIGN SPEED 35 MPH
3.5' OBJECT
HEIGHT
3.5' DRIVER'S EYE HEIGHT
3.5' OBJECT
HEIGHT
194' LEFT TURN
SIGHT DISTANCE TO
INTERSECTION
335' RIGHT TURN SIGHT DISTANCE
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
DRIVEWAY SIGHT DISTANCE
1"=5'
AM
AM
LD
C5-03
4/30/2019 1:10 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-PLN INT SIGHT.DWG
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
SEAL
046144
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
Tax # 083-084-08
Area: 48,068 s.f. (1.1035 acres)E. 36th StreetE. 35th StreetZoning: TOD-M
~~~01-01
F-102
F-101
P-105
P-104
P-101
P-105
P-105
F-103
R-102
P-101
G-103
02-01
01-03
01-04
01-04
01-01
01-04
01-03
01-01
01-02
F-102
P-106
P-106
G-102
G-101
G-101
G-102
P-104
R-102
P-102
P-102
P-107
P-107
P-109
P-109
P-106
P-108
P-108
P-108
P-108
P-106
P-107
P-101
P-106
P-102
P-102
W-101
F-105
F-104
01-06
P-101
01-01
P-105
G-104
W-102
W-102
01 GENERAL NOTES
SYMBOL DESCRIPTION DETAIL
PROPOSED PATIO - REFER TO ARCH.
ASPHALT TO TIE INTO EXISTING ALLEY
PROPOSED ACCESSIBLE RAMP- REFER TO ARCH.
PROPOSED STAIRS- REFER TO ARCH.
PROPOSED RAILING- REFER TO ARCH
02 EXISTING CONDITIONS
SYMBOL DESCRIPTION DETAIL
EXISTING RETAINING WALL TO REMAIN
SITE FURNISHINGS
SYMBOL DESCRIPTION DETAIL
BICYCLE RACK, TYP.5/L6-01
BOLLARD, TYP.6/L6-01
SEAT WALL AND PLANTER 1/L6-02
VERTICAL BIKE STORAGE 8/L6-01
VERTICAL BIKE STORAGE SHELTER 9/L6-01
GENERAL IMPROVEMENTS
SYMBOL DESCRIPTION DETAIL
PARKING STANDARDS 1/L6-01
ACCESSIBLE PARKING + SIGNAGE STANDARDS 3/L6-01
MODIFIED TYPE II DRIVEWAY 9/L6-00
COMMERCIAL TYPE II DRIVEWAY 1/L6-03
01-01
01-02
01-03
01-04
01-06
02-01
F-101
F-102
F-103
F-104
F-105
G-101
G-102
G-103
G-104
REFERENCE NOTES SCHEDULE
PAVING AND CURB
SYMBOL DESCRIPTION DETAIL
PEDESTRIAN CONCRETE 4/L6-00
HEAVY-DUTY CONCRETE 5/L6-00
ASPHALT 1/L6-00
DECORATIVE CONCRETE 2/L6-00
STANDARD CURB AND GUTTER 8/L6-00
CONCRETE WHEEL STOP, TYP.4/L6-01
WEATHERING STEEL DIVDER 6/L6-00
RIVER ROCK 7/L6-00
RAILING AND FENCE
SYMBOL DESCRIPTION DETAIL
PARKING SCREENING 2/L6-02
WALLS AND STAIRS
SYMBOL DESCRIPTION DETAIL
MODULAR RETAINING WALL 7/L6-01
DUMPSTER SCREENING- MASONRY 4/L6-02
P-101
P-102
P-104
P-105
P-106
P-107
P-108
P-109
R-102
W-101
W-102
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
MATERIALS PLAN
N/A
AM
CW
LD
L1-00
4/30/2019 1:11 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-PLN-MATERIALS.DWG
0
1"=
10'20'40'
20'PLANTING BED, SEE PLANTING PLANS
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
No. 1232
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
Tax # 083-084-08
Area: 48,068 s.f. (1.1035 acres)E. 36th StreetE. 35th StreetZoning: TOD-M
26.008.008.50, TYP.17.00, TYP.6.0026.008.008.00 4.445.0038.008.0030.5023.0018.50, TYP.8.50, TYP.
17.00, TYP.8.50, TYP.1.50
2.00
88.008.008.1216.408.5011.505.004.0013.32R8.00R5.00
R3
.
0
0
R3.004.00R49.50R30.00R3.00R80.00R5.00R5.0019.0021.7513.50
37.75 41.5013.009.2512.66R8
.
0
0
R8.00R8.0
0
6.00
4.00
4.00
8.45
15°
3.31
6.00R1.00
R1.00
R3.50
4.9524.0018.50
ALIGN TO
EXISTING
SIDEWALK 6.0050.00 4.2320.4113.00
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
LAYOUT PLAN
N/A
AM
CW
LD
L2-00
4/30/2019 1:11 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-PLN-LAYOUT.DWG
0
1"=
10'20'40'
20'
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
No. 1232
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
~~Tax # 083-084-08
Area: 48,068 s.f. (1.1035 acres)E. 36th StreetE. 35th StreetZoning: TOD-M715
715725
720 720720
720719
718
719718717716716717
71
8
7167167167
1
7
718
716
719718717721 722
723
724 719721
721
722715719
719
718FFE: 719.98
VERIFY IN FIELD AND NOTIFY LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES.8.3% MAX.2% MAX.
2% MAX.
2% MAX.
2% MAX.
2% MAX.2% MAX.2% MAX.2% MAX.
2% MAX.8.3% MAX.2% MAX.2% MAX.2% MAX.
2% MAX.
2% MAX.
2% MAX.2% MAX.5% MAX.5.0% MAX.2% MAX.2% MAX.
2% MAX.
2% MAX.2% MAX.2% MAX.2% MAX.2% MAX.2% MAX.2% MAX.2% MAX.2% MAX.2% MAX.5% M
A
X
.
2% MAX.
2% MAX.
8.3% MAX.
715.93 EX
716.21 EX
718.00 EX
718.02 EX 718.18 EX
715.21 EX
715.12 EX
715.63 EX
715.02 EX
714.79 EX
715.84 EX
715.33 EX
715.74 EX
716.02 EX
718.66 EX
718.06 EX717.99 EX
716.19 EX
715.76 EX
715.92 EX
714.63 EX RIM
717.52 BS
719.850 FG
718.700 BC
719.778 BC
718.700 FG
718.421 FG
716.41 FG
717.86 FG
717.42 FG
717.51 FG
716.53 FG
717.64 FG
717.66 FG
717.31 BC
717.74 TC
716.65 BC
718.345 FG
715.47 TC
715.69 TC715.19 RIM
718.850 BC
719.905 FG
718.870 BC
718.025 EX
718.004 EX
718.002 EX
718.253 EX
718.168 EX
718.075 EX
719.107 EX
719.574 EX
718.900 FG
719.160 FG
719.250 BC
718.178 FG
718.267 FG
718.329 FG719.780 FG
718.520 FG
718.19 FG
718.410 FG
719.810 TC
719.310 BC
719.834 TC
719.752 FG
717.44 FG
717.10 BC
718.30 FG
719.686 FG
719.275 FG718.783 FG
719.335 FG718.844 FG
718.08 FG
718.14 FG
719.901 FG
719.885 FG
719.887 FG
719.00 FG
719.12 FG
719.06 FG
723.000 TW
721.16 TW717 718719
718
719
720 721
719.200 BC
718.05 TC717.55 BC
717.57 EX
717.57 EX
717.24 BC
717.37 FG
717.88 FG
717.15 TC
717.50 FG718.26 FG718.20 FG
719.50 FG
719.650 FG
719.56 FG
717.55 FG
718.36 FG
717.45 FG
717.58 FG
719.60 FG
719.85 TS
717.54 FG717.40 FG
717.38 BC
717.88 TC
717.52 FG
719.860 FG
718.65 FG719.760 FG
718.500 FG
718.014 EX
718.30 FG
718.52 FG
716.79 BC717.29 TC
717.29 BW
717.29 BW
716.79 BC
717.29 TC
718.589 FG
717.80 FG
717.44 FG
719.820 TS
716.82 BS
717.25 FG
717.10 FG
717.25 FG
717.48 FG717.78 TC
716.23 BC
717.03 FG
718.580 BC
719.710 FG
719.320 EX719.334 FG
720.033 EX
719.560 BC
719.750 BC719.200 BC
718.900 BC
718.825 BS
719.825 TS
718.457 FG
719.720 TC
719.632 BC
719.980 FFE
719.980 FFE
719.98 FFE
719.980 FFE
719.980 FFE
719.980 FFE
719.980 FFE
719.980 FFE
719.900 TS
719.980 FFE
717.30 FG
717.38 BC
720.320 TW
720.320 TW
718
715.74 BC
716.00 EX
715.56 BC716.06 TC
717.40 BC717.90 TC
716.18 FG
716.30 FG
717.76 FG
717.86 FG
714.97 RIM
716.08 TC715.58 BC
715.43 BC715.93 TC
716.17 FG
716.15 TC715.65 BC
716.05 FG
715.59 FG
718.01 FG
717.21 BC
715.71 FG
2% MAX.716.31 BC
717.01 FG
717.11 FG
716.65 BC
717.15 TC
715.90 BC
716.40 TC
716.43 FG
716.31 FG
716.89 FG
717.19 FG717.07 FG
716.24 TC 717716716717
717
716
715.0 EX 715717.76 TC
717.90 FG
718
717.26 BC718
719.90 FG
EXISTING DRIVEWAY
GRADES EXCEED
CURRENT STANDARDS
717.00 EX
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
GRADING PLAN
N/A
AM
CW
LD
L3-00
6/12/2019 1:08 PM ADAM MCGUIRE \\CHFILES\PROJECTS\_2018\1018295\CAD\DOCUMENTATION\DD\8295-PLN-GRADING.DWG
0
1"=
10'20'40'
20'
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
No. 1232
06.12.2019
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
4 BUILDING PERMIT CYCLE
01 COMMENTS 05.23.2019
5 06.12.2019LAND DEVELOPMENT
SUBMITTAL #3
~~~ST ST STSTSTST
ST
ST
ST
E. 36th StreetE. 35th StreetST
ST
ST
ST
ST
ST
ST
ALTERNATE SCREENING
PROVIDED FOR PARKING
HEADLIGHTS
ALTERNATE SCREENING
PROVIDED FOR PARKING
HEADLIGHTS
ALTERNATE SCREENING
PROVIDED FOR UTILITY
(6) PLOL
(11) ILGS
200 SF
206 SF
316 SF
208 SF
962 SF
204 SF
200 SF
EXISTING TREES TO
REMAIN, TYP.
UTILITY SCREENING
UTILITY
SCREENING
(6) ILGS
TREES CODE QTY BOTANICAL NAME COMMON NAME MIN. CAL.REMARKS
ACBF 4 Acer saccharum `Bailsta` TM Fall Fiesta Sugar Maple 3" cal.10' HEIGHT, SINGLE-STEM.
MAGR 1 Magnolia grandiflora Southern Magnolia 3" cal.10' HEIGHT, SINGLE-STEM.
NSTT 1 Nyssa sylvatica `Tupelo Tower`Tupelo Tower Blackgum 3" cal.10' HEIGHT, SINGLE-STEM.
ULPA 3 Ulmus parvifolia `Allee`Allee Lacebark Elm 3" cal.10' HEIGHT, SINGLE-STEM.
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.REMARKS
ILGS 17 Ilex glabra `Shamrock`Inkberry #1/3 For screening at utilities, shrubs will be a
minimum of 24" height and spread at the
time of planting.
PLOL 6 Prunus laurocerasus `Otto Luyken`Luykens Laurel #5 For screening at utilities, shrubs will be a
minimum of 24" height and spread at the
time of planting.
PLANT SCHEDULE
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
REQUIRED PLANTING
N/A
AM
CW
LD
L4-00
4/30/2019 1:12 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-REQUIRED PLANTING.DWG
0
1"=
10'20'40'
20'
SITE PLANTING REQUIREMENTS (TREE ORDINANCE COMPLIANCE):
TOTAL SITE AREA:+/- 47,992.38 SF
PROPOSED IMPERVIOUS AREA:+/- 41,494.37 SF
___________________________________________________________________________________________
INTERNAL LANDSCAPE REQUIREMENTS:
INTERNAL LANDSCAPE AREA REQUIRED:5% OF TOTAL IMP AREA (+/- 41,494.37 SF) =
2,074.72 SF TOTAL
INTERNAL LANDSCAPE AREA PROVIDED: 6,498.015 SF TOTAL
____________________________________________________________________________________________
INTERNAL TREE REQUIREMENTS:
INTERNAL TREES REQUIRED: 5 INTERNAL LARGE MATURING TREES REQUIRED WITH MIN PLANTING AREA OF 200 SF EACH
(1 Lg Maturing Shade Tree per 10,000 SF of Imp Cover)((+/-41,494.37 SF IMP) / (10,000 SF)) = 4.15
URBAN OPEN SPACE REQUIREMENTS:
TOTAL AMT OF URBAN OPEN SPACE: 500 S.F.
URBAN OPEN SPACE TREE REQUIREMENTS: 1 TREE PER 500 SF OF URBAN OPEN SPACE
1 PROVIDED URBAN OPEN SPACE TREE
TOTAL INTERNAL TREES REQUIRED:6 TREES
INTERNAL TREES PROVIDED:5 LG. MATURING SHADE TREES PROVIDED (with min. 200 SF Planting Area each)
1 SM. MATURING SHADE TREES PROVIDED
6 TOTAL TREES
____________________________________________________________________________________________
PERIMETER STREET TREE REQUIREMENTS:
PROPERTY FRONTAGE PER STREET:
36TH STREET = 32.52 LF 0 REQUIRED STREET TREES
0 PROVIDED STREET TREES
35TH STREET = 144.05 LF 3 REQUIRED STREET TREES
3 PROVIDED STREET TREES
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
No. 1232
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
~~~ST ST STSTSTST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
(7) SPHT
(1) NSTT
(1) ACBF
(697) LSGL
(6) SPHT
(6) PLOL
(2) ILGS
(5) MCPC
(6) SPHT
(515) LSGL
(59) LSGL
(1) ACBF
(1) MAGR
(1) OSAM
(3) LOCH
(3) PLOL
(1) ACBF
(3) ULPA
(1) ACBF
(22) SCBH
(17) SCBH
(14) SCBH
(3) SPHT
(3) SPHT
(4) HYQS
(5) ILGS
(2,179) LSGL
(4) ICSP
(415) LSGL
(100) LSGL
(8) ILGS
(9) ILGS
(842) LSGL (3) PLOL
(2) SPHT
(3) MCPC(6) ILGS
TREES CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.MIN. CAL.REMARKS
ACBF 4 Acer saccharum `Bailsta` TM Fall Fiesta Sugar Maple -3"10` HEIGHT, SINGLE-STEM
MAGR 1 Magnolia grandiflora Southern Magnolia -3"10` HEIGHT, SINGLE-STEM
NSTT 1 Nyssa sylvatica `Tupelo Tower`Tupelo Tower Blackgum -3"10` HEIGHT, SINGLE-STEM
ULPA 3 Ulmus parvifolia `Allee`Allee Lacebark Elm -3"10` HEIGHT, SINGLE-STEM
SHRUBS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING REMARKS
HYQS 4 Hydrangea quercifolia `Snow Queen`Snow Queen Oakleaf Hydrangea #5 As Shown FULL TO CONTAINER.
ICSP 4 Ilex crenata `Sky Pencil`Sky Pencil Japanese Holly #3 As Shown FULL TO CONTAINER.
ILGS 30 Ilex glabra `Shamrock`Inkberry #1/3 As Shown For screening at utilities, shrubs will be a
min. of 24" height and spread at the time
of planting.
LOCH 3 Loropetalum chinense `Crimson Fire`Crimson Fire Loropetalum #5 As Shown FULL TO CONTAINER.
MCPC 6 Muhlenbergia capillaris `Pink Cloud`Pink Muhly #5 As Shown FULL TO CONTAINER.
OSAM 1 Osmanthus americanus Devilwood #5 As Shown FULL TO CONTAINER.
PLOL 19 Prunus laurocerasus `Otto Luyken`Luykens Laurel #5 As Shown For screening at utilities, shrubs will be a
minimum of 24" height and spread at the
time of planting
SCBH 53 Schizachyrium scoparium `Blue Heaven`Blue Heaven Little Bluestem #3 As Shown FULL TO CONTAINER.
SPHT 30 Sporobolus heterolepis `Tara`Prairie Dropseed #5 As Shown FULL TO CONTAINER.
GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING REMARKS
LSGL 4,807 Liriope spicata `Green Lane`Green Liriope #SP1 6" O.C.FULL TO CONTAINER.
TURF CODE QTY BOTANICAL NAME COMMON NAME MIN. CONT.SPACING REMARKS
FESA 1,667 sf Festuca arundinacea Tall Fescue SOD
PLANT SCHEDULE
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
SUPPLEMENTAL PLANTING
PLAN
N/A
AM
CW
LD
L4-01
4/30/2019 1:12 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-REQUIRED PLANTING.DWG
0
1"=
10'20'40'
20'
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
No. 1232
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
PLANTING DETAILS
N/A
AM
CW
LD
L4-02
4/30/2019 1:13 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-REQUIRED PLANTING.DWG
2
L4-02 PLAN / SECTION / ELEVATION
CROWN CORRECTION
NOT TO SCALE
1
L4-02 PLAN / SECTION / ELEVATION
ROOTBALL CORRECTION - ROOT SHAVING
NOT TO SCALE
SHAVING COMPLETESHAVING PROCESSBEFORE SHAVING
Shave root ball here to
remove all roots
growing on periphery.
Notes:
1- Shaving to be conducted using a sharp blade or hand saw eliminating no more than needed to remove all roots on the periphery of root ball.
2- Shaving can be performed just prior to planting or after placing in the hole.
Root tips exposed at
periphery of root ball. All
roots growing around
periphery are removed.
Shave outer
periphery
of the root ball a
maximum
of 2" thick.
2"
Max.
Before planting, tree has three codominant stems. The
two that compete with the one in the center should be
pruned to supress their growth.
Two competing stems were reduced substantially, in this
case remvoing about 70% of their foilage using reduction
cuts.
After pruning, tree has only one dominant stem.
Notes:
1- All trees shown are rejectable unless they undergo
recommended treatment.
2- Tree shall meet crown observation detail following correction.
SOIL AMENDMENT MATERIALS
A. TOPSOIL
1.TOPSOIL SHALL HAVE A PH VALUE FROM 5.6 - 7.6 AND SHALL BE NATURAL FERTILE, (AGRICULTURAL SOIL, BROWN IN COLOR) UNIFORM FRIABLE
LOAM WITHOUT ADMIXTURE OF SUBSOIL CONTAINING ORGANIC MATTER OF 5 PERCENT OR GREATER AND SHALL BE CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH.
2.ALL TOPSOIL SHALL PASS A 1 INCH SCREEN AND 40 PERCENT SHALL PASS THE 100 MESH SCREEN. IT SHALL BE FREE OF ANY ADD-MIXTURE OF
SUBSOIL, AND CONTAIN NO STONES, LUMPS, CLODS OF HARD EARTH, SLAG, CIDERS, STICKS, PLANTS OR THEIR ROOTS, TRASH OR OTHER
EXTRANEOUS MATERIALS.
3.TOPSOIL MUST ALSO BE FREE OF PLANT PARTS OF BERMUDA GRASS, QUACKGRASS, JOHNSONGRASS, NUTSEDGE, POISON IVY, CANADA THISTLE,
OR ANY NOXIOUS WEEDS AND SHALL NOT BE CONTAMINATED WITH ANY SUBSTANCE KNOWN HARMFUL TO THE GROWTH OF PLANTS OR HUMANS.
4.TOPSOIL SHALL NOT BE USED FOR PLANTING OPERATIONS WHILE IN A FROZEN OR MUDDY CONDITION.
5.TOPSOIL SOURCES SHALL BE TESTED BY A RECOGNIZED LABORATORY AT THE EXPENSE OF THE CONTRACTOR FOR PH, SOIL TEXTURE AND
SOLUBLE SALTS. SALINITY SHALL NOT EXCEED 3 MILS PER CENTIMETER AT 25 DEGREES C AS DETERMINED BY SATURATED SOIL PASTE METHOD AS
DESCRIBED IN USDA CIRCULAR #982. TEST RESULTS MUST BE PRESENTED IN WRITING TO THE LANDSCAPE ARCHITECT OR OWNER PRIOR TO
PLACEMENT OF TOPSOIL ON SITE.
6.CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CONTROL OF NOXIOUS OR INVASIVE SPECIES INTRODUCED BY CONTAMINATED TOPSOIL.
7.TOPSOIL THAT HAS BEEN STOCKPILED FOR A LONG PERIODS SHALL BE INOCULATED TO REESTABLISH ITS MICROBIAL ACTIVITY.
B. MULCH
SHALL BE TWICE SHREDDED HARDWOOD, AGED 1 YEAR.
C. DOLOMITE LIME
SHALL BE AGRICULTURE GRADE GROUND LIMESTONE MEETING ASTM C51 AND CONTAINING NOT LESS THAN 85 PERCENT TOTAL OF CALCIUM
MAGNESIUM CARBONATE, FREE OF IMPURITIES, WITH 95 PERCENT PASSING A NUMBER 8 SIEVE AND 40 PERCENT PASSING A NUMBER 100 SIEVE.
D. SAND
SHALL BE CLEAN, WASHED, COARSE, MASONRY SAND, RIVER SAND ,OR NUMBER 2 BUILDERS SAND MEETING ASTM C 33.
E. TRACE ELEMENTS
SHALL BE ADDED AS REQUIRED BY SOILS TEST .
F. SEWAGE SLUDGE
WHEN DESIGNATED IN WRITING, COMPOSTED SEWAGE SLUDGE MAY BE USED AND SHALL BE COMMERCIALLY AVAILABLE, HIGH QUALITY,
ENVIRONMENTALLY SAFE, STERILE, EPA APPROVED SOIL PRODUCT FOR AGRONOMIC USE. IT SHALL CONSIST OF SEWAGE SLUDGE WHICH HAS
BEEN COMBINED WITH WOOD CHIPS OR OTHER BULKING AGENT, AERATED AND COMPOSTED FOR 21 DAYS INCLUDING 3 DAYS AT 131 DEGREE F.
THE SEWAGE SLUDGE SHALL BE AGED, SHREDDED AND SCREENED AND EXHIBIT THE FOLLOWING CHARACTERISTICS:
PH:5.6 - 7.7
TOTAL NITROGEN (N)1.2 PERCENT AVAILABLE
PHOSPHORIC ACID (P205)1 PERCENT SOLUBLE
POTASH (K20).25 PERCENT
MICRO-NUTRIENT CONTENT (FE, MN, S, ZN, NI, CU, B)
LOW CADMIUM CONTENT
EPA APPROVAL PATHOGEN DESTRUCTION
G. LEAF MOLD
SHALL BE COMPOSTED LEAF MATERIAL, FREE OF NOXIOUS WEEDS AND DETRIMENTAL INSECTS.
H. COMMERCIAL FERTILIZER
TO MEET FED. SPECIFICATION O-F-241 TYPE 1 GRADE NOTED, LEVEL B. THE FERTILIZER SHALL BE GRANULAR UNLESS PACKETS, TABLETS, OR STAKES
TO BE USED WITH MINIMUM OF 50 PERCENT OF TOTAL NITROGEN IN ORGANIC FORM WITH NO CYANAMID COMPOUNDS OR HYDRATED LIME MIXES
TO BE ADDED OR FOUND IN THE FERTILIZER.
I. OTHER ACCEPTABLE FERTILIZER FORMS:
1.FOR TREES
ANUTRI-PAK
JRP INTN=L. INC.
17 FOREST AVENUE
FOND DU LAC, WISCONSIN 54935
2. AJOBES, PLANT SPIKES - FOR TREES AND SHRUBS.
3. ALAWN PRO OR SIMILAR APPROVED SLOW RELEASE FERTILIZER FOR LAWNS WITH THE FOLLOWING RATIO:
3 NITROGEN
1 PHOSPHORIC ACID
2 POTASH
4. AHOLLY-TONE OR SIMILAR APPROVED WITH CHELATED IRON FOR EVERGREEN PLANTS.
J. PEAT
1. SHALL CONFORM TO FEDERAL SPECIFICATION Q-P-166C, PEATMOSS; PEAT HUMUS; AND PEAT, REED-SEDGE.
2. SHALL BE LOW IN WOODY MATERIAL AND FREE OF MINERAL OR OTHER MATERIAL HARMFUL TO PLANT LIFE.
3. THE MINIMUM ORGANIC CONTENT TO BE APPROXIMATELY 90 PERCENT WITH ACID REACTION FROM 4-5 PH, AND MOISTURE ABSORPTIVE CAPACITY
NOT LESS THAN 450 PERCENT.
4. HUMUS TO BE SHREDDED, DRIED AND STERILIZED TO PASS 1/4 INCH SCREEN.
5. MOSS SHALL BE PULVERIZED AND HORTICULTURAL GRADE SPHAGNUM MOSS FREE OF EXTRANEOUS OR HARMFUL MATERIAL.
6. TO BE FINELY MILLED BLACK MICHIGAN PEAT OR OTHER SIMILAR APPROVED.
K. MANURE
1. SHALL BE WELL-ROTTED HORSE OR COW (OR COMBINATION THEREOF) MANURE. NOT TO CONTAIN OVER 25 PERCENT STRAW OR LITTER. IT SHALL
BE FREE OF FRESH MANURE, SAWDUST, WOOD CHIPS, LEATHER CHIPS, TAN BARK, LONG STRAW, SOFT HAY, STONES, FOREIGN INJURIOUS
SUBSTANCES OR CHEMICALS USED TO HASTEN DECOMPOSITION.
2. TO BE TWO YEARS OLD MAXIMUM, NINE MONTHS MINIMUM WITH MINUMUM OF THREE TURNINGS WITHIN THIS TIME PERIOD.
3. NO BURNED OR FIRE-FANGED MANURE WILL BE ACCEPTABLE.
L. SOIL AMENDMENTS
DIATOMACEOUS EARTH SOIL AMENDMENT CONSISTING OF SILICA, ALUMINA, IRON OXIDE AND SHALL HAVE 0.1 TO 1 MICRON PORE SIZE, WITH A MINIMUM
OF 113 PERCENT WATER ABSORPTION, MAXIMUM 19 PERCENT LOSS SULPHATE SOUNDNESS, 80 PERCENT TOTAL POROSITY. A TOTAL OF 54
PERCENT TO PASS 10 MESH SCREEN, 98 PERCENT TO PASS 80 MESH SCREEN.
CHARLOTTE URBAN FORESTRY - TREE PLANTING AND PRESERVATION REQUIREMENTS (UPDATED 10/10/16)
PLANT MATERIAL:
1.MINIMUM TREE SIZE AT PLANTING IS 2” CALIPER AND 8' TALL FOR SINGLE-STEM TREES. ALL MULTI-STEM PLANTS MUST BE TREE
FORM, 13. MINIMUM TREE SIZE AT PLANTING IS 2-INCH CALIPER (FOR SINGLE STEM TREES). ALL MULTI-STEM PLANTS MUST BE TREE
FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 10' TALL. WHERE 3” SINGLE-STEM CALIPER TREES ARE SPECIFIED/REQUIRED THE
MINIMUM HEIGHT SHALL BE 10' TALL, IF MULTI-STEM TREES ARE SPECIFIED THEN THEY SHALL BE A MINIMUM OF 12' TALL.
2.ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERS INTACT TO THE TOP OF THE CROWN UNLESS
MULTI-STEM TREES ARE SPECIFIED. ALL REQUIRED TREES SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY, HAVE NORMAL
GROWTH HABITS, HAVE WELL-DEVELOPED BRANCHES, BE VIGOROUS AND HAVE FIBROUS ROOT SYSTEMS. TREES WITH MAJOR
GIRDLING ROOTS WILL NOT BE ACCEPTED. TREES WITH CO-DOMINANT BRANCHING WILL NOT BE ACCEPTED. TREES THAT HAVE
BEEN SHEARED, TOPPED OR CUT BACK TO MULTIPLY THE BRANCHING STRUCTURE WILL NOT BE ACCEPTED. TREES SHALL BE FREE
OF ABRASIONS, DAMAGE, DISEASE, PESTS AND CRACKS. ALL PRUNING CUTS GREATER THAN ½ INCH DIAMETER SHALL HAVE CALLUS
TISSUE FORMED PRIOR TO PLANTING. NO PRUNING CUT ON THE TRUNK SHALL BE MORE THAN ONE-HALF THE DIAMETER OF THE
CENTRAL LEADER AT THE HEIGHT WHERE THE CUT WAS MADE. ROOT FLARES SHALL BE LOCATED AT GRADE. TREES WITH MORE
THAN 2” OF SOIL COVERING THE ROOT BALL/FLARE FROM WILL NOT BE ACCEPTED (CLDS.40.09).
3.SIZE OF REQUIRED PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI Z60.1 (LATEST EDITION) AS
PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION, EXCEPT WHERE SPECIFIED/AUTHORIZED BY URBAN
FORESTRY.
4.ALL REQUIRED TREES OF A PARTICULAR SPECIES AND VARIETY SHALL BE UNIFORM IN SIZE AND CONFIGURATION.
5.PERIMETER TREES IN URBAN ZONES SHALL BE 3” IN CALIPER AND BE FREE OF BRANCHES UP TO 6' FROM THE TOP OF ROOT
CROWN (BALL).
6.A MINIMUM OF 50% OF NEW TREES MUST BE NATIVE SPECIES, AND SITES WITH MORE THAN 20 TREES REQUIRED WILL HAVE TO
INSTALL MULTIPLE (3 OR MORE) SPECIES PURSUANT TO THE TREE ORDINANCE GUIDELINES.
7.75% OF REQUIRED TREES MUST BE LARGE MATURE SPECIES EXCEPT IN SITUATIONS WITH OVERHEAD POWER LINE CONFLICTS.
PLANTING REQUIREMENTS
8.MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL.
9.SEE CLDS 40.01 & 40.09 (ON PLAN) FOR DETAILED TREE PLANTING REQUIREMENTS.
10.PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE CLDS 40.01 FOR APPROVED STAKING METHOD/MATERIALS.
11.ALL STRAPPING, AND TOP 1/3 OF WIRE BASKET AND BURLAP MUST BE CUT AWAY AND REMOVED FROM ROOT BALL WHEN PLANTING.
12.FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL
AND ADD 18" NEW TOPSOIL, OR TILL AND AMEND THE TOP 18" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS FOR
TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET).
13.TREES PLANTED ON PUBLIC PROPERTY WILL NEED APPROVAL FROM THE CITY ARBORIST AND/OR NCDOT.
14.REVIEW SOIL REQUIREMENTS IN THE TREE ORDINANCE GUIDELINES AT: HTTP://CHARLOTTENC.GOV/LD THEN CLICK TREES.
15.UTILITY ISSUES
16.IF ANY UTILITY IS BEING INSTALLED IN OR NEAR ANY REQUIRED TREE(S) OR TREE SAVE AREA(S), CALL URBAN FORESTRY
SPECIALIST TO RESOLVE PRIOR TO UTILITY INSTALLATION.
17.LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25' OF OVERHEAD POWER DISTRIBUTION OR TRANSMISSION LINES.
18.IF TREES CONFLICT WITH ANY UTILITIES OR SIGNS; CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING.
19.ADJUST TREE PLANTING LOCATIONS TO AVOID EXISTING UNDERGROUND UTILITIES. PLANT 15' FROM ALL UNDERGROUND UTILITIES.
20. NO LIGHT POLES, UTILITIES OR TRANSFORMERS CAN BE INSTALLED IN TREE ISLANDS.
21.COMMERCIAL SCALE LIGHTING (> 15' IN HEIGHT) MUST BE A MINIMUM DISTANCE OF 30' FROM A TREE. PEDESTRIAN SCALE
LIGHTING (≤ 15' IN HEIGHT) MUST BE A MINIMUM DISTANCE OF 15' FROM A TREE. SHOW SITE LIGHTING ON LANDSCAPE PLAN.
TREE SAVE AND PRESERVATION
22. TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY.
23.SHOW TREE PROTECTION AND TREES SAVE AREAS ON EROSION CONTROL, GRADING AND LANDSCAPE PLAN SHEETS.
24.COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A FINAL PLAT WITH THE MECKLENBURG COUNTY REGISTER OF DEEDS
BEFORE URBAN FORESTRY HOLDS CAN BE RELEASED. A 10' NO BUILD ZONE AROUND TREE SAVE AREAS MUST BE REFERENCED ON
THE PLAT.
25.TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES. IF AN AREA PROPOSED FOR TREE SAVE CONTAINS INVASIVE PLANT
SPECIES AT TIME OF PROPOSAL, SUCH INVASIVE PLANT SPECIES SHALL BE REMOVED PRIOR TO FINAL CO.
26.THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC.) CAN NOT BE COUNTED TOWARD THE TREE SAVE REQUIREMENT.
27.ANY ALTERATIONS TO TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT MECHANIZED EQUIPMENT.
28.NO STRUCTURE WILL BE ALLOWED WITHIN 10' OF TREE SAVE AREAS UNLESS APPROVED BY URBAN FORESTRY.
29.ALL TREES ON PUBLIC PROPERTY ARE PROTECTED AND REMOVAL MUST BE PERMITTED BY THE CITY ARBORIST [phone].
30.CONTACT URBAN FORESTRY SPECIALIST PRIOR TO ANY CRANE SET-UP, MACHINERY OPERATION OR TEMPORARY BUILDING
ERECTION THAT MAY IMPACT CHARLOTTE TREE ORDINANCE PROTECTED TREES OR TREE SAVE AREAS, INCLUDING TREES LOCATED
IN STREET RIGHT OF WAY. IMPACTS MAY INCLUDE BUT ARE NOT LIMITED TO: ENCROACHING WITHIN TREE DRIP-LINES, EXCAVATION,
SOIL COMPACTION, TREE TRIMMING, ERECTING AND DISMANTLING OF CONSTRUCTION CRANES.
GENERAL
31.SUBMIT REQUIRED CO/HOLD RELEASE FORM AT HTTP://CHARLOTTENC.GOV/LD FOR AN INSPECTION OF TREE PROTECTION/PLANTING
AREAS, A MINIMUM OF 5 DAYS BEFORE THE CO/HOLD RELEASE IS NEEDED.
32.VISIT CITY OF CHARLOTTE'S LAND DEVELOPMENT WEBSITE FOR ADDITIONAL INFORMATION AND URBAN FORESTRY REQUIREMENTS:
HTTP://CHARLOTTENC.GOV/LD THEN CLICK TREES.
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
No. 1232
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
PLANTING DETAILS
N/A
AM
CW
LD
L4-03
4/30/2019 1:13 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-REQUIRED PLANTING.DWG
4
L4-03 PLAN / SECTION / ELEVATION
CROWN OBSERVATION - LOW BRANCHING
NOT TO SCALE
3
L4-03 PLAN / SECTION / ELEVATION
CROWN OBSERVATION - HIGH BRANCHING
NOT TO SCALE
6
L4-03 PLAN / SECTION / ELEVATION
ROOT OBSERVATION - CONTAINER GROWN
NOT TO SCALE
Example
A B Aspect
Ratio
2.50"1.80"0.72
2.0"2.0"1.0
2.50"2.0"0.80
4.0"3.0"0.75
A
B
A B
Notes:
1- Aspect ratio shall be less than 0.66 on all branch unions. Aspect ratio is the diameter of branch
(B) divided by the diameter of the trunk (A) as measured 1" above the top of the branch union.
2- Any tree not meeting the crown observations detail may be rejected.
Example
A B Aspect
Ratio
1.50"0.50"0.33
2.50"0.90"0.36
2.0"1.00"0.50
2.50"1.60"0.64
One central leader
(No codominant
leaders)
Aspect ratio is less
than 0.66.
Aspect ratio is
greater than 0.66.
Multiple leaders
(Several codominant
leaders)
ACCEPTABLE
REJECTABLE
A
BA
B
A
B B
Aspect ratio of B:A less than 0.66
as measured 1" above the top of
the branch union.
Aspect ratio of B:A greater than or equal to 0.66 as measured
1" above the top of the branch union.
Example
A B Aspect
Ratio
2.50"1.80"0.72
2.0"2.0"1.0
2.50"2.0"0.80
4.0"3.0"0.75
A
B
A B
Example
A B Aspect
Ratio
1.50"0.50"0.33
2.50"0.90"0.36
2.0"1.00"0.50
2.50"1.60"0.64
Aspect ratio of B:A greater than or equal to 0.66
One central leader
(No codominant
leaders)
Aspect ratio is less
than 0.66.
Aspect ratio is
greater than 0.66.
Multiple leaders
(Several codominant
leaders)
ACCEPTABLE
REJECTABLE
A
B
B
A
Aspect ratio of B:A less than 0.66
as measured 1" above the top of
the branch union.
A
B B
Notes:
1- Aspect ratio shall be less than 0.66 on all branch unions. Aspect ratio is the diameter of branch
(B) divided by the diameter of the trunk (A) as measured 1" above the top of the branch union.
2- Any tree not meeting the crown observations detail may be rejected.
ACCEPTABLE
REJECTABLE
Aspect ratio is less
than 0.66.
Aspect ratio is
greater than 0.66.
Example
A B Aspect
Ratio
2.50"1.80"0.72
2.0"2.0"1.0
2.50"2.0"0.80
4.0"3.0"0.75
A
B
A B
Example
A B Aspect
Ratio
1.50"0.50"0.33
2.50"0.90"0.36
2.0"1.00"0.50
2.50"1.60"0.64
A
BA
B
A
B B
Aspect ratio of B:A less than 0.66
as measured 1" above the top of
the branch union.
Aspect ratio of B:A greater than or equal to 0.66 as measured
1" above the top of the branch union.Notes:
1- Aspect ratio shall be less than 0.66 on all branch unions. Aspect ratio is the diameter of branch
(B) divided by the diameter of the trunk (A) as measured 1" above the top of the branch union.
2- Any tree not meeting the crown observations detail may be rejected.
ACCEPTABLE REJECTABLE
Structural roots primarily grow to one side.
Structural roots missing from one side,
and/or grow tangent to trunk.
Root collar.
Structural roots circle interior of root ball. No
structural roots are horizontal and reach the
root ball periphery near the top of the root
ball.
Structural roots descend into root ball interior.
No structural roots are horizontal and reach the
root ball periphery near the top of the root ball.
Roots radiate from trunk and reach side of root ball without
deflecting down or around.
Root ball periphery.
Notes:
1- Observations of roots shall occur prior to acceptance. Roots and substrate may be removed during the observation process; substrate/soil shall be replaced
after observation has been completed.
2- Small roots (14" or less) that grow around, up, or down the root ball periphery are considered a normal condition in container production and are acceptable
however they should be eliminated at the time of planting. Roots on the periperhy can be removed at the time of planting. (See root ball shaving container detail).
3- See specifications for observation process and requirements.
Absorbing roots.
Structural
roots.
Roots
growing
tangent to
trunk.
Structural root.0-2"Top of
root
ball.
Point
where top-
most root
emerges
from trunk.
Only absorbing roots reach the periphery
near the top of the root ball. Structural
roots mostly wrap or are deflected on the
root ball interior.
The point where top-most root(s) emerges from the trunk (root collar)
should be within the top 2" of substrate. The root collar and the root
ball interior should be free of defects including circling, kinked,
ascending, and stem girdling roots. Structural roots shall reach the
periphery near the top of the root ball.
Structural roots circle and do not radiate
from the trunk.
5
L4-03 PLAN / SECTION / ELEVATION
CROWN OBSERVATION - MULTI-STEM
NOT TO SCALE
2
L4-03 PLAN / SECTION / ELEVATION NOT TO SCALE
1
L4-03 PLAN / SECTION / ELEVATION
ROOTBALL CORRECTION - CONTAINER GROWN
NOT TO SCALE
Cut here.
Cut here.
Cut here.
Cut here.Cut here.
Tree planted too deeply in root ball.
Remove excess substrate and roots to
meet root inspection detail.
Cut structural root just before it makes
abrupt turn. Pruning cut should be made
tangent (parallel) to the trunk.
Cut structural roots just before they make
abrupt turn by cutting tangent (parallel) to
the trunk (two cuts shown).
Cut here.
Four structural roots shown in black.
Remove root (white) growing over
structural roots.
Five structural (large) roots shown in
black. Remove structural root (white)
wrapping root collar.
Six structural roots shown in black.
Remove roots (white) growing over root
collar by cutting them just before they
make an abrupt turn.
Cut here.
Notes:
1- All trees shown are rejectable unless they undergo recommended correction.
2- First Step 1, then Step 2. Roots and soil may be removed during the correction process; substrate/soil shall be replaced after correction has been completed.
3- Trees shall meet root observations detail following correction.
4- Small roots (1/4" or less) on the periphery of the root ball are common with container plant production. These small roots are not defined as "defects" and can
be addressed at the time of installation (See root ball shaving container detail).
Cut here.
Tree planted too deeply in root ball.
Remove excess substrate and roots to
meet root inspection detail.
Remove excess
roots.
Remove excess
substrate/soil.
Seven structural roots shown in black.
Remove structural roots (white) growing
around or over root collar by cutting them
just before they make an abrupt turn.
Root ball periphery.
Step 1 - Remove substrate over root collar.
Root collar.New root
ball surface.
Root collar.
Step 2 - Remove defects.
SOIL MODIFICATION FOR PLANTING AREAS
Finished grade after
settlement.
Finished grade after tilling but
before settlement.
Apply 3" compost.
Notes:
1- See planting soil specifications for additional requirements.
Existing soil.
Till compost into top 9" of soil.
SECTION VIEW
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
No. 1232
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
PLANTING DETAILS
N/A
AM
CW
LD
L4-04
4/30/2019 1:13 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-REQUIRED PLANTING.DWG
2
L4-04 PLAN / SECTION / ELEVATION
SHRUB PLANTING
NOT TO SCALENOT TO SCALE
3
L4-04 PLAN / SECTION / ELEVATION
TREE PLANTING
Trunk caliper shall
meet ANSI Z60 current
edition for root ball size.
Modified soil backfill for entire
tree planting area. Depth
equivalent to rootball depth.
Entire tree pit to receive
modified soil.
Finished grade.
Bottom of root ball rests on
existing or recompacted
soil.
Central leader. (See crown
observations detail).
SECTION VIEW
Root ball modified as
required.
Round-topped
soil berm 4" high x 8" wide
above root ball surface
shall be constructed around
the root ball. Berm shall
begin at root ball periphery.
Top of root ball shall be flush with
finished grade.
Prior to mulching, lightly tamp soil
around the root ball in 6" lifts to
brace tree. Do not over compact.
When the planting hole has been
backfilled, pour water around the
root ball to settle the soil.
4" layer of mulch.
No more than 1" of mulch on
top of root ball. (See
specifications for mulch).
Notes:
1- Trees shall be of quality
prescribed in crown
observations and root
observations details and
specifications.
2- See specifications for
further requirements related to
this detail.
Existing soil.EQ.EQ.
Notes:
1- See planting legend for groundcover species, size, and spacing dimension.
2- Small roots (14" or less) that grow around, up, or down the root ball periphery are considered a
normal condition in container production and are acceptable however they should be eliminated at the
time of planting. Roots on the periperhy can be removed at the time of planting. (See root ball shaving container detail).
3- Settle soil around root ball of each groundcover prior to mulching.
PLAN
SECTION VIEW
Pavement.
Mulch.
Groundcover plants to be
triangularly spaced.
Existing soil.
Modified soil. 9" depth
except at tree areas.
2 - 3" thick layer of mulch.
Finished grade.6" min.Notes:
1- Shrubs shall be of quality prescribed in the root observations detail and specifications.
2- See specifications for further requirements related to this detail.
Modified soil.
9" Depth except
at tree areas.
Root ball.
4" high x 8" wide round -
topped soil
berm above root ball
surface shall be
constructed around the
root ball.
Berm shall begin at root
ball periphery.
Prior to mulching, lightly tamp soil
around the root ball in 6" lifts to brace
shrub. Do not over compact. When the
planting hole has been backfilled, pour
water around the root ball to settle the
soil.
4" layer of mulch.
No more than 1" of
mulch on top of
root ball. (See
specifications for
mulch).
Root ball rests on
existing or
recompacted soil.
Existing soil.
Finished grade.
Shrub.
SECTION VIEW
1
L4-04 PLAN / SECTION / ELEVATION
PLANT SPACING
NOT TO SCALE
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
No. 1232
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
NOT TO SCALE
4
L4-04 CLDSM 40.02
TREE PROTECTION DETAIL
NOT TO SCALE
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
SITE DETAILS
N/A
AM
CW
LD
L6-00
4/30/2019 1:13 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-DETL.DWG
NOTES:
1. GEOTECHNICAL ENGINEER SHALL REVIEW
AND APPROVE ASPHALT PAVEMENT DESIGN
PER ACTUAL SOIL CONDITIONS AND OWNERS
LOADING REQUIREMENTS.
2. CONTRACTOR TO PROVIDE MIN. 5' x 5'
MOCK-UP OF PAVERS AND CONCRETE PAVING
FOR CLIENT AND LANDSCAPE ARCHITECT
REVIEW AND APPROVAL
SURFACE COURSE
SF9.5B - FINAL LIFT TO BE APPLIED AFTER 75%
DEVELOPMENT OCCUPANCY OR 1 YEAR FROM
INTERMEDIATE COURSE PLACEMENT (WHICHEVER
OCCURS FIRST).
INTERMEDIATE COURSE
I- 19.0B
BASE COURSE
COMPACTED AGGREGATE BASE
COURSE
SUBGRADE
COMPACTED SUBGRADE (SEE
SECTION 1.A.18)
1. SURFACE COURSE
1-2 SURFACE COURSE
HB BINDING COURSE
C.A.B.C.
2. BASE COURSE
ASPHALT PAVING
2. INTERMEDIATE COURSE
NOTE
6"
3" *
-
TACK COAT
(SEE SECTION 1.E.4)
HEAVY REGULAR
8"
2" *
3"
* APPLIED IN TWO EQUAL LIFTS SEE TABLE BELOWASPHALT TIE IN SECTION *NOT TO SCALE
MATCH EXISTING
FINISH ASPHALT
GRADE ELEVATION
EXISTING ASPHALT NEW ASPHALT
2'-0" MIN.
MILL 2'-0" MIN.
OF EXISTING
ASPHALT
SURFACE
COURSE
ASPHALT
3/4" = 1'-0"DETAIL SUBTITLE
1
L6-00
SEE PAVING PLANS FOR
ROADWAY INFORMATION
VERTICAL OR FLUSH
CURB - SEE PLANS
PLANTING AREA
- SEE PLANS
SECTION A
TURN DOWN MIN. 12"
ADJACENT TO VERTICAL
STRUCTURES
12" WATERPROOF
FILLER MATERIAL
12" BITUMINOUS
EXPANSION JOINT
BOARD#4x24" SMOOTH
DOWEL 24" O.C.
SEE PAVING PLANS AND
DETAILS FOR ROADWAY
AND CURB. FINISH
SURFACE VARIES
TURN DOWN MIN. 12" ADJACENT TO
VERTICAL STRUCTURES
#4x24" SMOOTH
DOWEL 24" O.C.
TYPICAL PLAN
BUILDING
OR OTHER
VERTICAL
STRUCTURE
JOINT SEALANT
COMPOUND TO MATCH
COLOR AND LEVEL OF
ADJACENT PAVEMENT
JOINT SEALANT COMPOUND TO
MATCH COLOR AND LEVEL OF
ADJACENT PAVEMENT
EQ.
EQ.
NOTES:
1. GEOTECHNICAL ENGINEER TO
REVIEW AND APPROVE PAVEMENT
SECTION PRIOR TO CONSTRUCTION
CONCRETE PAVEMENT
1/4" = 1'-0"PLAN AND ENLARGEMENTS
3
L6-00
CONCRETE SIDEWALK
AS SHOWNCLDSM 10.22L6-00
4
LIGHT BROOM FINISH, PERPENDICULAR TO TRAVEL
12" BIT. EXPANSION JOINT, ALLOW 12" RECESS BELOW TOP OF SLAB TO SEAL W/
WATERPROOF SEALANT
3600 PSI CONCRETE @ 28 DAYS w/ 6x6 WELDED WIRE MESH OVER
CONTROL JOINT, TOOLED. WHEN SHOWN, JOINTS PER SITE PLAN & PLAN
ENLARGEMENTS. WHEN NOT SHOWN, CONTROL JOINT SHALL BE REQUIRED AT
5' INTERVALS. JOINTS TO BE 18" RADII X 1" DEEP W/ WATERPROOF SEALANT
AGGREGATE GRAVEL BASE COURSE, COMPACTED
95% COMPACTED SUBGRADE6"6"1/8" RADIUS
JOINT FILLER
TRANSVERSE EXPANSION JOINT
IN SIDEWALK
N.T.S.
1/8"
GROOVE JOINT IN SIDEWALK
N.T.S.
1"
1/8" TO
1/4"
NOTES:
1.A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE
REQUIRED IN THE CONCRETE SIDEWALK AT 5'
INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE
REQUIRED AT 45' INTERVALS NOT TO EXCEED 50'
AND MATCHING EXPANSION/CONSTRUCTION JOINT
IN ADJACENT CURB. A SEALED 1/2" EXPANSION
JOINT WILL BE REQUIRED WHERE THE SIDEWALK
JOINS ANY RIGID STRUCTURE.
2.SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6"
THICK.
3.WIDTH OF SIDEWALK ON THOROUGHFARE STREETS
SHALL BE A MINIMUM OF 5'.
1
2"
6"
HEAVY-DUTY CONCRETE
1" = 1'-0"CLDS 10.22
5
L6-00
NOTES:
1.CONTRACTOR TO SUBMIT SAMPLE OF WEATHERING
STEEL EDGING AND ALL JOINTS TO LANDSCAPE
ARCHITECT PRIOR TO CONSTRUCTION FOR APPROVAL.
2.REFER TO SITE PLAN FOR ADDITIONAL INFORMATION.
3.ALL WELDS TO BE CLEAN AND SMOOTH AS REQUIRED.6"WEATHERING STEEL EDGING
1" = 1'-0"SECTION
95% COMPACTED SUBGRADE
12" SPACE OF CRUSHED FINES BETWEEN PAVERS AND
WEATHERING STEEL EDGE TO PREVENT STAINING.
ADJACENT PAVEMENT, REFER TO PLAN.
6" WEATHERING STEEL PLATE PLANTER EDGE WITH
15" STAKES EVERY 36" O.C. LOCATE AT ALL
PLANTING BED EDGES, SEE SITE PLAN FOR
DETAILS.
ADJACENT PLANTING MATERIAL, REFER TO PLANTING
PLAN.
TOP SOIL MIXTURE
3-4" OF MEXICAN BEACH PEBBLE IN LIEU OF MULCH
THROUGHOUT PLANTING AREAS
L6-00
6
STANDARD CURB AND GUTTER
N.T.S.CLDSM 10.17A
8
L6-00
TYPE II-MODIFIED DRIVEWAY
N.T.S.CLDSM 10.25EL6-00
9
DECORATIVE CONCRETE
N.T.S.DESIGN INTENT
OPTION 1 OPTION 2 OPTION 3
PLANTER AND
BENCH, TYP.
4" TROWELED
CONCRETE EDGE, TYP.
CONCRETE
TREATED WITH
RELEASE AGENT,
TYP.
SCORE LINES, TYP.
CONCRETE WHEEL
STOPS, TYP.9'-3", TYP.9'-
3
"
,

T
Y
P
.
12" CONCRETE BAND
6'x12' CONCRETE
PLANK WITH
SCORING 12" O.C.
SCORE LINES, TYP.
SCORING DIMENSIONS VARY
THREE SHADES
OF INTEGRAL
COLOR
CONCRETE
CONTROL JOINTS, TYP.
164°, TYP.
3
L6-00
4'x12' CONCRETE PLANK
WITH SCORING 12" O.C.
4' CONCRETE BAND
3
L6-00 3
L6-00
L6-00
2
NOTES:
1.CONTRACTOR MUST VERIFY THIS PAVEMENT SECTION WITH CONSULTING GEOTECH PRIOR TO INSTALLATION.
2.CONTRACTOR TO SUBMIT SAMPLE OF RIVER ROCK TO LANDSCAPE ARCHITECT FOR APPROVAL.
3.REFER TO MATERIAL MATRIX FOR ADDITIONAL INFORMATION.
4.ALL GRAVEL BASE, CRUSHED, OR FINES SHALL BE WASHED CLEAN PRIOR TO INSTALL AND FREE OF FOREIGN MATERIAL.
RIVER ROCK
1" = 1'-0"SECTION
2-4" DIA. SMOOTH, ROUNDED STONE.
FILTER FABRIC LAYER AND/OR GEOGRID
UNDERLAYMENT BELOW
98% COMPACTED SUBGRADE
x x x x
SLOPE TO DRAIN SLOPE TO DRAIN
LANDSCAPE AREA DRAIN
DRAIN TO SET FLUSH WITH FINISHED GRADE
6"KEEP TOP OF DRAIN CLEAN OF ANY DEBRIS OR
OBSTRUCTIONS
7
L6-00
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
No. 1232
04.30.19
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
436 E. 36THSTREETASANA PARTNERS1616 CAMDEN RD. #210CHARLOTTE, NC1018295SITE DETAILSN/AAMCWLDL6-014/30/2019 1:13 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-DETL.DWGPARKING STANDARDS (A)N.T.S.CLDSM 50.09A1L6-01PARKING STANDARDS (B)N.T.S.CLDSM 50.09BL6-012ACCESSIBLE PARKING AND SIGNAGE STANDARDSN.T.S.CLDSM 5010AL6-013TWO HOLES PER CURB TO ACCEPT #5REBARS 3 FT. LONG FOR ANCHORS1'-6"3'-0"1'-6"45°6"8"CONCRETE WHEEL STOPN.T.S.PERSPECTIVEL6-014BICYCLE RACKDESIGN INTENTN.T.S.MANUFACTURER: MMCITEMODEL: BIKE BLOCQ 110INSTALL PER MANUFACTURER'S INSTRUCTIONS1'-914"1'-812"2'-334"
3"
714"SECTIONELEVATIONPLAN5L6-01MANUFACTURER: MMCITEMODEL: SE101CONTACT: 704.995.1942INSTALL PER MANUFACTURER'S DRAWINGSBOLLARDN.T.S.DESIGN INTENT3'-314"4"4"ELEVATION - FRONTELEVATION - SIDEPLAN6L6-01SHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEKEY MAPSEALPROJECTNORTHORIGINAL SHEET SIZE: 22" X 34"REVISION / ISSUANCENO.DESCRIPTIONDATEVERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-06581LAND DEVELOPMENTSUBMITTAL #103.22.2019No. 123204.30.192BUILDING PERMIT04.10.20193LAND DEVELOPMENTSUBMITTAL #204.29.2019MODULAR RETAINING WALLN.T.S.CUT SHEET7L6-01NOTES:ATTACH TO EXISTINGSTRUCTURES AS PERARCHITECTURALRECOMMENDATIONSVERTICAL BIKE STORAGEN.T.S.CUT SHEET8L6-01NOTES:ATTACH TO EXISTINGSTRUCTURES AS PERARCHITECTURALRECOMMENDATIONSVERTICAL BIKE STORAGE SHELTERN.T.S.CUT SHEET9L6-01
436 E. 36THSTREETASANA PARTNERS1616 CAMDEN RD. #210CHARLOTTE, NC1018295SITE DETAILSN/AAMCWLDL6-024/30/2019 1:13 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-DETL.DWGSEAT WALL3/8" = 1'-0"PLAN l SECTION l ELEVATION l DESIGN INTENT1'-6"5'-914"8'-914"6'-0"9'-0"1'-7"1'-7"164°1'-0"1'-0"ELEVATIONSECTIONPLANDESIGN INTENTWOOD SEAT SYSTEM, ATTACH PERMANUFACTURER'S INSTRUCTIONSTEEL PLANTER BEHIND24" CONCRETE FOOTINGCONCRETE SEAT BASEEXPANSION JOINT, TYPADJACENT PAVING, SEE PLANS.STEEL PLANTER BEHINDWOOD SEAT SYSTEM: WOOD TOPSYSTEM BY STREETLIFEEXTENTS OF CONCRETE SEAT.EXTENTS OFCONCRETE SEAT1'-6"WOOD SEAT SYSTEM1'-6"24" CONCRETE FOOTINGCONCRETE SEAT BASEEXPANSION JOINT, TYPADJACENT CONCRETE, SEEPLANS.WOOD SEAT SYSTEMSTEEL PLANTER24" CONCRETE FOOTING, BEYONDL6-021PARKING SCREENING- OPTION BN.T.S.DESIGN INTENTPARKING SCREENING:3" HSS OR 4: SQUARE WOOD POST FRAME WITH 2"x6" BOARDSATTACHED IN REPEATING PATTERN.1" - 14" SPACE BETWEEN BOARDS.POSTS SPACED 5' APART AND ATTACHED TO CONCRETE FOOTERSSCREEN HEIGHT: 3'CHARACTER IMAGES OF POTENTIALBOARD PATTERNSL6-0231'-6" TYP.3'-0" TYP.ELEVATION3'-0" O.C.3'-0" O.C.3'-0" O.C.3'-0" O.C.3'-0" O.C.FINISHED GRADEEMBED SQUARE TUBE STEEL IN 8"x24" CONCRETEFOOTING, SEE STRUCTURAL DWGS.PLAN1'-5"ADJACENT PARKINGADJACENT SIDEWALKALIGN, TYP.6"1'-6"
5"
TYP.
6"6"PARKING SCREENING- OPTION A3/4" = 1'-0"ELEVATION | PLAN | SECTION | DESIGN INTENTSECTIONRIVER ROCK7L6.00RIVER ROCK7L6.00EMBED TUBE STEEL 12" IN CONCRETEFOOTING, SEE STRUCTURAL DWGS.2'-0" CONCRETE FOOTING8L6.00STANDARD CONCRETECURB AND GUTTERRIVER ROCK7L6.00CONCRETE SIDEWALK3L6.004"18" THICK STAGGEREDWEATHERING STEEL PANELS, TYP.34" TUBE SQUARE STEEL WELDED TOWEATHERING STEEL PANELS, TYP.2"34' SQUARE TUBE STEELLIMITS OF CONCRETE FOOTERS, BELOW, TYP.L6-022SHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEKEY MAPSEALPROJECTNORTHORIGINAL SHEET SIZE: 22" X 34"REVISION / ISSUANCENO.DESCRIPTIONDATEVERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-06581LAND DEVELOPMENTSUBMITTAL #103.22.2019No. 123204.30.192BUILDING PERMIT04.10.20193LAND DEVELOPMENTSUBMITTAL #204.29.2019DUMPSTER SCREENING- MASONRYPLAN l ELEVATION | SECTION1/4" = 1'-0"6'-0"
MIN.SECTION A- WALL6'-0" MIN.NOTE:1.CONTRACTOR TO PROVIDE SHOPDRAWINGS FOR ALL ATTACHMENTSAND FOOTINGS PRIOR TOINSTALLATION.2.MASONRY FINISHES TO COORDINATEWITH ARCHITECTURE FINISHES.3.ALL FINAL STRUCTURAL WALL DESIGN,FOOTINGS & REINFORCING TO BESPECIFIED, DESIGNED, AND SEALED BYA STRUCTURAL ENGINEER PRIOR TOCONSTRUCTION.ELEVATION- GATE1'-6"ABPLAN6'-0"
MIN.SECTION B- COLUMN1'-6"DUMPSTERDUMPSTERWALLWALLGATECOLUMNCOLUMNMASONRY COLUMN18" THICK PERFORATED SHEET METALCLOSEABLE GATE WITH 40-50% OF OPENFOR SAFETY AND SECURITY PURPOSES.DESIGN TBD.METAL POSITIONING LOCKSAND LEVELING WHEELS.2" SQUARE TUBE STEEL DOOR FRAME,PRIMED AND PAINTED, COLOR TBD.EQ. DISTANCEEQ. DISTANCE0'-9"WALL BEYOND2'-0"2'-0"2'-0"1'-0"PRECAST WALL CAP CENTERON FINISHED WALL ANDSECURE CAP TO WALL WITHDOWELS AND EPOXYBRICK VENEER, MORTAR INPLACE, MASONRY TIES 16"JOINT REINF, COLOR TOMATCH ARCHITECTURE4x8x16 CMU BLOCK, FULLYGROUT CELLSw/3000PSI CONCRETE/GROUTREINFORCING TYP., REFERTO STRUCTURALWWR EVERY TWO COURSES,16" JOINT REINF, EXTENDINTO VENEER WHERECOURSING MATCHES4x8 LOAD BEARING CMU BRICKCONCRETE FOOTING WITHREINFORCEMENTS, REFER TOSTRUCTURALPRECAST WALL CAP CENTERON FINISHED WALL ANDSECURE CAP TO WALL WITHDOWELS AND EPOXYBRICK VENEER, MORTAR INPLACE, MASONRY TIES 16"JOINT REINF, COLOR TOMATCH ARCHITECTURE(2)8x8x8 CMU BLOCKS,FULLY GROUT CELLSw/3000 PSI CONCRETE/GROUTREINFORCING TYP., REFERTO STRUCTURALWWR EVERY TWO COURSES,16" JOINT REINF, EXTENDINTO VENEER WHERECOURSING MATCHES4x8 LOAD BEARING CMU BRICKCONCRETE FOOTING WITHREINFORCEMENTS, REFER TOSTRUCTURAL4L6-02
436 E. 36THSTREETASANA PARTNERS1616 CAMDEN RD. #210CHARLOTTE, NC1018295SITE DETAILSN/AAMCWLDL6-034/30/2019 1:13 PM COLLEEN WILLIAMS N:\_2018\1018295\CAD\DOCUMENTATION\DD\8295-DETL.DWGSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEKEY MAPSEALPROJECTNORTHORIGINAL SHEET SIZE: 22" X 34"REVISION / ISSUANCENO.DESCRIPTIONDATEVERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-06581LAND DEVELOPMENTSUBMITTAL #103.22.2019No. 123204.30.192BUILDING PERMIT04.10.20193LAND DEVELOPMENTSUBMITTAL #204.29.2019DRIVEWAY ALTERNATE (36TH STREET)N.T.S.CLDSM 10.24A1L6-03
LEVEL 1EL 719' -4"PARAPETEL 740' -8"ROOFEL 740' -4"1-1/2" DIA PAINTED STEEL PIPE RAILINGCONC-2 RAMP UP TO NEW ELEVATED WALKWAYPAINTED STEEL CANOPY AND TENANT SIGNAGE BEYONDPREFINISHED ALUMINUM GUTTERCONC-2 NEW ELEVATED WALKWAYBRK-1 PAINTED MASONRYWD-1 WOOD SIDINGBRK-1 PAINTED MASONRY4"21' - 0"ALUMINUM RAILING WITH HORIZONTAL CABLES AND WOOD CAPNEW DOWNSPOUTNEW DOWNSPOUTNEW DOWNSPOUTNEW DOWNSPOUTUPPER PARAPETEL 744' -4"MTL - 1 CORRUGATED METAL SIDINGCORNER PARAPETEL 750' -4"CORRUGATED METAL SIDING MECHANICAL SCREEN BEYONDS-2S-2S-2S-2S-2S-2S-2S-2S-23' - 0"LEVEL 1EL 719' -4"PARAPETEL 740' -8"ROOFEL 740' -4"PREFINISHED METAL COPINGBRK-1 PAINTED MASONRYPAINTED STEEL CANOPY, TYP.1-1/2" DIA PAINTED STEEL PIPE RAILINGWD-1 WOOD SIDINGCONC-2 BOARD FORMED CONCRETE @ NEW ELEVATED WALKWAYALUMINUM STOREFRONT SYSTEMTENANT SIGNAGEWD-1 WOOD SIDING BEYONDSTEEL CHANNEL @ WINDOW HEADOUTDOOR TENANT SPACE BEYOND1A5.011A5.20BRK-1 PNTD. EXISITING MASONRY NEW DOWNSPOUT2A5.20MTL-1 CORRUGATED METAL SIDINGUPPER PARAPETEL 744' -4"1A5.212A5.211A5.22CORNER PARAPETEL 750' -4"CORRUGATED METAL MECHANICAL SCREEN BEYOND2A5.22S-7S-7S-3S-3LEVEL 1EL 719' -4"PARAPETEL 740' -8"ROOFEL 740' -4"ART FEATURE @ ALLEY WALLINTERIOR EGRESS CORRIDOR EXITFIXED ALUMINUM WINDOWNEW ELEVATED WALKWAY BEYONDCANOPY BEYONDCONC-2 NEW ELEVATED WALKWAYALUMINUM RAILING WITH HORIZONTAL CABLES AND WOOD CAPPREFINISHED METAL COPINGBRK-1 PNTD. MASONRYW1W1W1COVERED BIKE STORAGEUPPER PARAPETEL 744' -4"CORNER PARAPETEL 750' -4"LEVEL 1EL 719' -4"PARAPETEL 740' -8"ROOFEL 740' -4"PREFINISHED METAL COPINGSTEEL CHANNEL @ WINDOW HEADALUMINUM STOREFRONT SYSTEM IN EXISTING OPENINGSWD-1 WOOD SIDINGBRK-1 PNTD. MASONRYTENANT SIGNAGEALUMINUM STOREFRONT SYSTEMBRK-1 PNTD. MASONRY 1A5.011A5.20MTL - 1 CORRUGATED METAL SIDINGALUMINUM RAILING WITH HORIZONTAL CABLES AND WOOD CAPUPPER PARAPETEL 744' -4"1A5.211A5.22CORRUGATED METAL MECHANICAL SCREEN BEYONDS-2S-2S-2S-2S-2S-1S-7S-7S-73' - 0"BRK-1: EXISTING BRICKMATERIAL LEGEND:CONC -1: EXISTING CONCRETE CONC -2: BOARD FORM CONCRETE TO MATCH EXISITING WD -1: SHIPLAP WOOD SIDING WOOD SPECIES: CUMARUBRK-2: BRICK INFILL TO MATCH EXISITING BRICK INSERTED WHERE NEEDEDMTL-1: CORRUGATED METAL SIDING PANELS, HORIZONTAL ORIENTATIONGLAZING SCHEDULEE. 36TH ST.E. 35TH ST.TRACK-SIDEFACADE SFGLAZING SF % REQ'D794 480 60%10271430 736 40%619 60%% ACTUAL60.4%51.5%60.2%*ALL GLAZING MEASURED BETWEEN 2' & 10' PER STANDARDSPROJECT # /1435 WEST MOREHEAD STREETSUITE 160CHARLOTTE, NC 28208704.334.1716BEACHAM BUNCE + MANLEY ARCHITECTURE PLLCCOPYRIGHT 2015 BB+M ARCHITECTURE PLLC.WWW.BBM-ARCH.COMLOCATION /DATE /DRAWN /4/5/2019 4:04:21 PM \\bbmdata\projects\18ASN600 - 436 E 36th\Drawings_000\_REVIT\_CENTRAL FILE\18ASN600_436 E 36th CENTRAL.rvtWAREHOUSE @ NODABUILDING ELEVATIONS18ASN60004/05/2019BM/JGA4.01CHARLOTTE, NCFOR REVIEW ONLYSCALE: 1/8" = 1'-0"A4.011TRACK-SIDE ELEVATIONSCALE: 1/8" = 1'-0"A4.012E. 36TH ST. ELEVATIONSCALE: 1/8" = 1'-0"A4.013ALLEY ELEVATIONSCALE: 1/8" = 1'-0"A4.014E. 35TH ST. ELEVATION

ATTACHMENT B:

Construction Schedule

Activity NameOriginalDurationStartFinishNoDa Warehouse12124-Jun-1910-Dec-19Mobilization224-Jun-1925-Jun-19Demolition - Outbuilding524-Jun-1928-Jun-19Phase 1 Site5224-Jun-1904-Sep-19Erosion Control 1324-Jun-1926-Jun-19Utility Sawcutting301-Jul-1903-Jul-19Storm Sewer Utilities1005-Jul-1918-Jul-19Water and Sewer Utilites505-Jul-1911-Jul-19Water Utilities to building512-Jul-1918-Jul-19Asphalt Demo & Construction Entrances519-Jul-1925-Jul-19Mass Grading726-Jul-1905-Aug-19Fine Grading306-Aug-1908-Aug-19Stone Base - Urban Area506-Aug-1912-Aug-19Concrete Curb and Gutter and Type II DW509-Aug-1915-Aug-19Sidewalks and HD Concrete509-Aug-1915-Aug-19Urban Area Knee Walls513-Aug-1919-Aug-19Stone Base Set Up316-Aug-1920-Aug-19Urban Area Pavers1220-Aug-1904-Sep-19Asphalt Paving - First Course221-Aug-1922-Aug-19Building Renovations11926-Jun-1910-Dec-19P, M, E, FS Demo426-Jun-1901-Jul-19Temporary Power and Water226-Jun-1927-Jun-19New Openings Sawcutting1828-Jun-1924-Jul-19Openings Steel Headers2208-Jul-1906-Aug-19Interior Demo825-Jul-1905-Aug-19Electrical Rough In and Base Service2506-Aug-1909-Sep-19C7-A7 Excavation and Rebar806-Aug-1915-Aug-19Masonry Removal at Sawcuts1007-Aug-1920-Aug-19C7-A7 Place Concrete216-Aug-1919-Aug-19C7-A7 Prep and Place Stairs520-Aug-1926-Aug-19Metal Stud Framing C-7 thru A.1-41527-Aug-1916-Sep-19C1-A1 Footer Prep and Place627-Aug-1903-Sep-19C1-A1 CIP Wall Prep and Place604-Sep-1911-Sep-19C1-A1 Slab Prep and Place512-Sep-1918-Sep-19Phase 1 Exterior Sheating517-Sep-1923-Sep-19Metal Stud Framing A.1-2 Thru C-11819-Sep-1914-Oct-19C1-A1 Stais and Ramps Prep and Place519-Sep-1925-Sep-19Steel Canopies C-7 thru A-7524-Sep-1930-Sep-19Plumbing Underground Rough424-Sep-1927-Sep-19water Distribution530-Sep-1904-Oct-19Fire Suppression1530-Sep-1918-Oct-19Roof Removal and Replacement1515-Oct-1904-Nov-19Phase II Ext. Sheathing715-Oct-1923-Oct-19Aluminum Storefronts2022-Oct-1918-Nov-19Tower Framing424-Oct-1929-Oct-19Drywall Hang and Finish724-Oct-1901-Nov-19240108152229051219260209162330071421280411182502091623July 2019August 2019September 2019October 2019November 2019December 201910-Dec-19, NoDa WMobilizationDemolition - Outbuilding04-Sep-19, Phase 1 SiteErosion Control 1Utility SawcuttingStorm Sewer UtilitiesWater and Sewer UtilitesWater Utilities to buildingAsphalt Demo & Construction EntrancesMass GradingFine GradingStone Base - Urban AreaConcrete Curb and Gutter and Type II DWSidewalks and HD ConcreteUrban Area Knee WallsStone Base Set UpUrban Area PaversAsphalt Paving - First Course10-Dec-19, Building P, M, E, FS DemoTemporary Power and WaterNew Openings SawcuttingOpenings Steel HeadersInterior DemoElectrical Rough In and Base ServiceC7-A7 Excavation and RebarMasonry Removal at SawcutsC7-A7 Place ConcreteC7-A7 Prep and Place StairsMetal Stud Framing C-7 thru A.1-4C1-A1 Footer Prep and PlaceC1-A1 CIP Wall Prep and PlaceC1-A1 Slab Prep and PlacePhase 1 Exterior SheatingMetal Stud Framing A.1-2 Thru C-1C1-A1 Stais and Ramps Prep and PlaceSteel Canopies C-7 thru A-7Plumbing Underground Roughwater DistributionFire SuppressionRoof Removal and ReplacementPhase II Ext. SheathingAluminum StorefrontsTower FramingDrywall Hang and Finish Project Schedule for NoDa Warehouse as of 24-Jun-19Actual WorkRemaining WorkCritical Remaining WorkMilestoneSummaryG.W. Liles Construction Company, Inc.325 McGill Ave., NW, Suite 120PO Box 466Concord, NC 28026-0466Data Run Date 24-Jun-19Project Finish Date© Oracle Corporation
Activity NameOriginalDurationStartFinishSteel Canopies C-1 Thru A-1524-Oct-1930-Oct-19Exeterior Painting1031-Oct-1913-Nov-19Exterior Metal1005-Nov-1918-Nov-19Temp Power App119-Nov-1919-Nov-19Building Power Up520-Nov-1926-Nov-19Base Building Punch List1027-Nov-1910-Dec-19Phase II Site6123-Aug-1915-Nov-19Remobilization223-Aug-1926-Aug-19Erosion Control 2527-Aug-1902-Sep-19Layout and Sawcutting503-Sep-1909-Sep-19Storm and Site Utility1010-Sep-1923-Sep-19Asphalt Demo524-Sep-1930-Sep-19Mass Grading601-Oct-1908-Oct-19Concrete Curb and Gutter and Type II DW509-Oct-1915-Oct-19Fine Grading309-Oct-1911-Oct-19Sidewalks and Dumpster Pad514-Oct-1918-Oct-19Stone Base416-Oct-1921-Oct-19Landscaping and Site Furnishings1521-Oct-1908-Nov-19Asphalt Paving422-Oct-1925-Oct-1936th St. Improvements1528-Oct-1915-Nov-19Screening and Fences511-Nov-1915-Nov-19240108152229051219260209162330071421280411182502091623July 2019August 2019September 2019October 2019November 2019December 2019Steel Canopies C-1 Thru A-1Exeterior PaintingExterior MetalTemp Power AppBuilding Power UpBase Building Punch15-Nov-19, Phase II SiteRemobilizationErosion Control 2Layout and SawcuttingStorm and Site UtilityAsphalt DemoMass GradingConcrete Curb and Gutter and Type II DWFine GradingSidewalks and Dumpster PadStone BaseLandscaping and Site FurnishingsAsphalt Paving36th St. ImprovementsScreening and Fences Project Schedule for NoDa Warehouse as of 24-Jun-19Actual WorkRemaining WorkCritical Remaining WorkMilestoneSummaryG.W. Liles Construction Company, Inc.325 McGill Ave., NW, Suite 120PO Box 466Concord, NC 28026-0466Data Run Date 24-Jun-19Project Finish Date© Oracle Corporation

ATTACHMENT C:

Historical Analytical Detections

Sample IDSB-1 SB-3 SB-4 SB-5 SB-6 SB-9 SB-10 SB-12 Date3/14/2007 3/14/2007 3/14/2007 3/14/2007 3/14/2007 3/15/2007 3/15/2007 3/15/2007Depth1.5-2.5 ft 1.5-2.5 ft 14-15 ft 1.5-2.5 ft 1.5-2.5 ft 1.5-2.5 ft 1.5-2.5 ft 1.5-2.5 ft 7-10 ft 1.5-2.5 ft 14-15 ft 1.5-2.5 ft 1.5-2.5 ft 1.5-2.5 ft 10-11 ft 1.5-2.5 ft 1.5-2.5 ft 16-17 ftUnitsmg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kgVOCs (8260B)Acetone0.16 0.1 NA <0.058 <0.067 <0.061 <0.068 0.16 NA 0.24 NA 0.16 <0.054 0.072 NA <0.062 <0.062 NA 2,800 14,000 54,000 ----2-Butanone (MEK)0.018 <0.012 NA <0.012 <0.013 <0.012 <0.014 0.016 NA 0.026 NA <0.012 <0.011 <0.014 NA <0.012 <0.012 NA 4,400 22,000 110,000 ----Naphthalene<0.0064 <0.0060 NA <0.0058 <0.0067 <0.0061 <0.0068 <0.0063 NA 0.046 NA <0.0061 <0.0054 <0.0068 NA <0.0062 <0.0062 NA 11.2 56 190 ----SVOCs (8270C)Acenaphthylene<0.43 <0.40 <0.37 <0.38 <0.44 <0.40 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.40 0.89 0.44 NS NS NS ----Anthracene<0.43 <0.40 <0.37 <0.38 <0.44 <0.40 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.40 1.7 0.8 4,400 22,000 100,000 ----Benzo(a)anthracene<0.43 0.4 <0.37 <0.38 <0.44 <0.40 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.402.5 1.80.62 0.62 2.1 ----Benzo(b)fluoranthene<0.43 0.58 <0.37 <0.38 <0.44 <0.40 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.402.4 1.60.62 0.62 2.1 ----Benzo(k)fluoranthene<0.43 <0.40 <0.37 <0.38 <0.44 <0.40 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.40 0.97 0.51 6.2 6.2 210 ----Benzo(g,h,i)perylene<0.43 <0.40 <0.37 <0.38 <0.44 <0.40 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.40 0.89 0.5 NS NS NS ----Benzo(a)pyrene<0.430.43<0.37 <0.38 <0.44 <0.40 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.401.9 1.10.062 0.06 0.21 ----Chrysene<0.43 <0.40 <0.37 <0.38 <0.44 <0.40 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.40 2.2 1.2 62 62 210 ----Fluoranthene<0.43 0.58 <0.37 <0.38 <0.44 <0.40 <0.45 <0.41 NA 0.52 NA <0.40 <0.36 <0.42 NA <0.40 8.1 <7.8 460 2,300 22,000 ----Fluorene<0.43 <0.40 <0.37 <0.38 <0.44 <0.40 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.40 0.44 <0.39 540 2,700 26,000 ----Indeno(1,2,3-cd)pyrene<0.43 <0.40 <0.37 <0.38 <0.44 <0.40 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.400.850.5 0.62 0.62 2.1 ----Naphthalene<0.43 <0.40 <0.37 <0.38 <0.44 <0.40 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.40 0.43 0.42 11.2 56 190 ----Phenanthrene<0.43 <0.40 <0.37 <0.38 <0.44 <0.40 <0.45 <0.41 NA 0.52 NA <0.40 <0.36 <0.42 NA <0.40 9 <7.8 NS NS NS ----Benzylbutyl phthalate<0.43 <0.40 <0.37 <0.38 1.3 0.56 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.40 <0.41 <0.39 2,400 12,000 100,000 ----Bis(2-ethylhexyl)phthalate<0.43 0.41 <0.37 <0.38 0.85 <0.40 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.40 1.1 <0.39 35 35 120 ----Di-n-butyl phthalate<0.43 <0.40 <0.37 <0.38 0.55 <0.40 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.40 <0.41 <0.39 1,220 6,100 62,000 ----Pyrene<0.43 0.89 <0.37 <0.38 <0.44 <0.40 <0.45 <0.41 NA <0.42 NA <0.40 <0.36 <0.42 NA <0.40 6.5 <7.8 460 2,300 29,000 ----Metals (6010B)Arsenic<6.4 <1.2 NA <1.2 <1.3 <6.1 <6.8 <6.3 NA <6.4 NA3 1.1<6.4 NA <6.2 <6.2 NA 4.4 0.39 1.6 1.6-180Barium110 120 NA 230 66 230 45 57 NA 40 NA 120 81 51 NA 72 170 NA NS 5,400 67,000 4.1-420Cadmium1.7 1.3 NA 0.96 0.84 1.5 1.8 <1.6 NA 2.8 NA 3 1.68.5NA 67.7NA 7.4 37 450 0.54-5.8Chromium120 49NA 14491532 150 53 200 38 542240 500 38 92NA 44 30 64 2-150Lead43 100 NA 17 16 21 32 23 NA 39 NA 21 6.6 29 NA 22 27 NA 400 400 800 7.2-52Selenium9 2.4 NA 2 <34 11 <6.8 <6.3 NA <6.4 NA 2.2 <1.1 <6.4 NA <6.2 <6.2 NA 78 390 5100 NSMetals (3060A/7196A)Chromium IVNA NA NA NA NA NA NA NA NA NA NA NA NA NA 2.4 NA NA NA 44 30 64 NSChromium IIINA NA NA NA NA NA NA NA NA NA NA NA NA NA 390 NA NA NA 24,000 100,000 100,000 NSMetals (7471)Mercury 0.033 0.033 NA <0.023 0.039 <0.024 0.052 <0.025 NA 0.097 NA <0.024 <0.022 0.067 NA <0.025 <0.025 NA 4.6 23 310 0.02-0.16Notes:Bold values exceed screening levels.1. NC DENR Data Table, Background Metals in NC Soils, August 31, 2006.Table 1Summary of Soil Analytical DetectionsFormer Newco Fibre CompanyCharlotte, North CarolinaH&H Job No. MFP-005SB-2 SB-7 SB-8 SB-11 SB-13 NC IHSB Health-Based SRGs (mg/kg)EPA Region IX Residential PRGs (mg/kg)NC DENR Background NC Soils Range 1(mg/kg)EPA Region IX Industrial PRGs (mg/kg)3/15/2007All concentrations shown in milligrams per kilogram (mg/kg); only those analytes detected are shown in this table; EPA method follows the analysis in parenthesis.VOCs=volatile organic compounds; SVOCs=semi-volatile organic compounds; NA=not analyzed; NS=not specified; PRGs=preliminary remediation goals.3/14/2007 3/14/2007 3/14/2007 3/15/2007
Sample ID SB-9 SB-10 TW-1 TW-2 TW-3
Date 3/15/2007 3/15/2007 5/18/2007 5/18/2007 5/18/2007
Units µg/L µg/L µg/L µg/L µg/L µg/L
Metals(6010B)
Barium 2,000 98 550 58 59 54
Chromium 50 <10 20 <10 <10 <10
Lead 15 5.6 35 <5 <5 <5
Selenium NS <20 <20 26 <20 <20
VOCs (8260B)
Xylenes, Total 530 <3 3.4 <3 <3 <3
SVOCs (8270C)varies BDL BDL BDL BDL BDL
Notes:
H&H Job No. MFP-005
NC 2L
Standards
All concentrations shown in micrograms per liter (µg/L); only those analytes detected are shown in table;
EPA method number follows analysis in parenthesis; BDL=below detection limits;
Bold values exceed NC 2L Standards.
Table 2
Summary of Groundwater Analytical Detections
Former Newco Fibre Company
Charlotte, North Carolina
Table 1 Summary of Soil Analytical Results409 East 35th StreetCharlotte, Mecklenburg County, North CarolinaH&H Job No. ELP-002Sample IDSB-1SB-3 SB-4 SB-5 SB-6SB-7SB-8SB-9Sample Depth (ft bgs)1.5-2.5 1.5-2.5 14-15 1.5-2.5 1.5-2.5 1.5-2.5 4-61-31-35-7Sample DateResidential PSRGIndustrial PSRGProtection of Groundwater PSRGResidential MSCCsIndustrial/ Commercial MSCCsSoil-to-Water MSCCsVOCs (8260) (mg/kg)Acetone0.16 0.1NA <0.058 <0.067 <0.061 0.230 0.119 0.0562 <0.057112,000 100,0002414,000 360,000242-Butanone (MEK)0.018 <0.012 NA <0.012 <0.012 <0.012 <0.0454 <0.0456 <0.0505 <0.05715,40038,000169,385 245,28016SVOCs (8270D)(mg/kg)Acenaphthene<0.43 <0.40 <0.37 <0.38 <0.44 <0.40 0.834 <0.0890 <0.0872 <0.0873 7209,0008.494024,0008.2Anthracene<0.43 <0.40 <0.37 <0.38 <0.44 <0.40 1.21 <0.0890 <0.0872 <0.0873 3,60046,0006604,600 122,000940Benzo[a]anthracene<0.430.40<0.37 <0.38 <0.44 <0.402.580.101 <0.0872 <0.0873 0.162.90.180.8880.35Benzo[a]pyrene<0.430.43<0.37 <0.38 <0.44 <0.402.540.0945<0.0872 <0.0873 0.016 0.29 0.059 0.088 0.78 0.096Benzo[b]fluoranthene <0.430.58<0.37 <0.38 <0.44 <0.403.290.112 <0.0872 <0.08730.16 2.9 0.6 0.88 8 1.2Benzo[g,h,i]perylene <0.43 <0.40 <0.37 <0.38 <0.44 <0.40 1.78 <0.0890 <0.0872 <0.0873 NE NE 7,800 469 12,264 6,400Benzo[k]fluoranthene <0.43 <0.40 <0.37 <0.38 <0.44 <0.40 1.16 <0.0890 <0.0872 <0.0873 1.6 29 5.9 9 78 12Chrysene <0.43 <0.40 <0.37 <0.38 <0.44 <0.40 2.70 0.0994 <0.0872 <0.0873 16 290 18 88 780 39Fluoranthene <0.43 0.58 <0.37 <0.38 <0.44 <0.40 7.37 0.239 <0.0872 <0.0873 480 6,000 330 620 16,400 290Fluorene <0.43 <0.40 <0.37 <0.38 <0.44 <0.40 0.617 <0.0890 <0.0872 <0.0873 480 6,000 56 620 16,400 47Indeno[1,2,3-cd]pyrene <0.43 <0.40 <0.37 <0.38 <0.44 <0.401.35<0.0890 <0.0872 <0.08730.16 2.9 2 0.88 8 3.4Phenanthrene <0.43 <0.40 <0.37 <0.38 <0.44 <0.40 5.39 0.0994 <0.0872 <0.0873 NE NE 68 469 12,264 56Benzlbutyl phthalate <0.43 <0.40 <0.37 <0.38 1.3 <0.40 <2.11 <0.443 <0.433 <0.434 290 1,200 150 NE NE NEBis(2-ethylhexyl)phthalate <0.43 0.41 <0.37 <0.38 0.85 0.56 <2.11 <0.433 <0.433 <0.434 39 160 7.2 46 410 6.6Di-n-butyl phthalate<0.43 <0.40 <0.37 <0.38 0.55 <0.40 <2.11 <0.433 <0.433 <0.4341,300 16,000 19 NE NE NEPyrene <0.43 0.89 <0.37 <0.38 <0.44 <0.40 6.06 0.203 <0.0872 <0.0873360 4,600 220 469 12,264 270Metals (6010C/7471B) (mg/kg)Range(mg/kg)Mean(mg/kg)Beryllium NA NA NA NA NA NA <1.25 1.33 <1.32 1.59 32 460 63 NE NE NE ND-2.0 0.11Cadmium 1.7 1.3 NA 0.96 0.84 1.513.38.35 <1.32 <1.32 14 200 3 NE NE NE 1.0 - 10* 4.30Chromium III 120 49 NA 14 49 15 189 118 130 119 24,000 100,000 360,000 23,460 613,200 4,200 7.0-300 65Chromium VI NA NA NA NA NA NA <6.42 <6.64 <6.58 <0.0331 0.3 6.3 3.8 47 1226 5.4 NE NECopper NA NA NA NA NA NA 56.0 54.5 97.3 52.4 620 9,400 700 NE NE NE 3.0-100 34Lead 43 100 NA 17 16 2161.934.7 18.2 15.1 400 800 270 400 400 270 ND - 50 16Manganese NA NA NA NA NA NA 946 1,070 675 2,910 360 5,200 65 NE NE NE 8.0-3,394 594Mercury 0.033 0.033 NA <0.023 0.039 <0.024 0.379 0.301 <0.126 <0.132 1.9 3.1 1.0 NE NE NE 0.03-0.52 0.121Nickel NA NA NA NA NA NA 50.2 59.5 48.8151300 4,400 130 NE NE NE ND-150 23Zinc NANANANANANA92876.470.61164,60070,0001,200NENENE25-124 56Notes:NC DEQ = North Carolina Department of Environmental Quality (DEQ); IHSB = Inactive Hazardous Sites Branch 1) NC DEQ Protection of Groundwater, Residential, and Industrial Health Based Preliminary Soil Remediation Goals (PSRGs) - September 20152) NC DEQ Maximum Soil Contaminant Concentrations (MSCCs) for Non-Underground Storage Tank (UST) Releases of Petroleum - July 2012Bold indicates an exceedance of the Residential PSRGItalicized indicates an exceedance of Protection of Groundwater PSRG or for metals exceeds the rangeUnderline indicates an exceedance of the Industrial PSRGSoil samples SB-1 through SB-5 collected during March 2007 Phase II ESA sampling activities.Soil samples SB-6 through SB-9 collected during December 2015 sampling activities.Range and Mean background values for North Carolina or Southeast soils taken from Elements in North American Soils by Dragun and Chekiri, 2005Chromium III determined by subtracting total chromium concentration from hexavalent chromium (chromium VI) concentrationEPA Method follows parameter in parenthesis; NE = Not Established; NA = Not AnalyzedVOCs = Volatile organic compounds; SVOCs = Semi-volatile organic compoundsOnly compounds detected in at least one sample shownmg/kg = milligrams per kilogram* = Range and mean values of background metals for Southeastern USA soils.MEK = Methyl Ethyl Ketoneft bgs = feet below the ground surfaceBackground*SB-2Screening CriteriaPSRGs (mg/kg) (1) MSCCs (mg/kg) (2)3/14/2007 12/10/2015S:\AAA-Master Projects\Eller Capital Partners (ELP)\ELP-002 NoDa Site\Phase II ESA\Tables\Soil and Groundwater Data Tables12/29/2015Table 1 (Page 1 of 1)Hart & Hickman, PC
Table 2Summary of Groundwater Analytical Results409 East 35th StreetCharlotte, Mecklenburg County, North CarolinaH&H Job No. ELP-002Sample IDTMW-1TMW-2 TMW-3Sample Date12/10/2015 12/10/2015 12/10/2015VOCs (8260B)(µg/L)1,2,4-Trimethylbenzene<1.00<1.001231,3,5-Trimethylbenzene<1.00<1.0062.4Ethylbenzene<1.00<1.0025.6Isopropylbenzene<1.00<1.007.49n-Butylbenzene<1.00<1.0048.0n-Propylbenzene<1.00<1.0035.8p-Isopropyltoluene<1.00<1.005.25sec-Butylbenzene<1.00<1.009.73Total Xylenes<3.00<3.0030.2SVOCs (8270D)(µg/L)1-Methylnapthalene<1.85<1.8514.12-Methylnapthalene<1.85<1.8510.5Naphthalene<1.85<1.855.56Notes:EPA Method follows parameter in parenthesis; NE = Not establishedVOCs = Volatile organic compounds; SVOCs = Semi-volatile organic compoundsOnly compounds detected in at least one sample shownmg/L = Micrograms per liter304007070702570Bold concentration indicates exceedance of a NC DEQ 15A NCAC 02L .0202 Groundwater StandardScreening Criteria40065001NCAC 2L Standard (µg/L)600S:\AAA-Master Projects\Eller Capital Partners (ELP)\ELP-002 NoDa Site\Phase II ESA\Tables\Soil and Groundwater Data Tables12/29/2015Table 2 (Page 1 of 1)Hart & Hickman, PC
Table 1
Summary of Sub Slab and Soil Gas Analytical Results
Former Sinclair Refining Brownfields Site
409 East 35th Street
Charlotte, North Carolina
H&H Job No. ELP-002
S:\AAA-Master Projects\Eller Capital Partners (ELP)\ELP-002 NoDa Site\Brownfields\Report\Soil Gas and Sub Slab Table.xlsSoil GasDate: 6/20/2016
Page 1 of 1
Hart & Hickman, PC
Sub-Slab Soil Gas ID SB/SV-1 SB/SV-2 Duplicate-1 SB/SV-3 SB/SV-4
Date 6/3/2016 6/3/2016 6/3/2016
Sample Type Sub Slab Soil Gas Soil Gas
VOCs by EPA Method TO-15 (µg/m3)Residential Non-Residential
Acetone 63 12 15 32 130 216,000 2,720,000
Benzene 0.58 18 9.1 15 77 120 1,570
1,3-Butadiene <0.22 44 14 41 190 13.9 175
2-Butanone (MEK)<12 <12 <12 <12 49 34,800 438,000
Carbon Disulfide 4.1 5.1 <3.1 7.6 23 4,870 61,300
Chloroethane <0.26 <0.26 <0.26 0.65 4.1 69,500 876,000
Chloroform <0.49 6.8 5.3 <0.49 4.8 40.7 533
Chloromethane <0.41 0.52 <0.41 5.5 29 626 7,880
Cyclohexane <0.34 2.2 <0.34 5.3 7.7 41,700 526,000
1,4- Dichlorobenzene 41 <0.60 <0.60 <0.60 <1.2 85.1 1,110
Dichlorodifluoromethane (Freon 12)0.80 0.93 0.81 0.6 1.1 695 8,760
1,2-Dichloroethane <0.40 <0.40 <0.40 <0.40 2.2 36 472
Ethanol 14 7.8 <7.5 11 220 NE NE
Ethyl Acetate <0.36 2.0 <0.36 <0.36 <0.72 487 6,130
Ethylbenzene 11 30 21 7.9 69 374 4,910
4-Ethyltoluene 19 23 12 8.5 43 NE NE
Heptane 0.46 29 9.9 15 89 NE NE
Hexane <14 120 39 89 350 4,870 61,300
2-Hexanone (MBK)1.1 <0.41 4.1 <0.41 <0.82 209 2,630
Isopropanol 12 <9.8 <9.8 <9.8 32 1,390 17,500
Methylene Chloride <3.5 <3.5 <3.5 <3.5 13 4,170 52,400
4-Methyl-2-pentanone (MIBK)1.1 11 9.4 8.8 20 20,900 263,000
Naphthalene 16 3.1 3.8 5.3 12 20.9 263
Propene <6.9 540 280 430 3100 E 20,900 263,000
Styrene 1.7 3.5 1.5 2.2 26 6,950 87,600
Tetrachloroethene 4.4 1.2 1.3 <0.68 30 278 3,500
Tetrahydrofuran 5.8 <0.29 <0.29 <0.29 <0.59 13,900 175,000
Toluene 5.8 92 74 22 170 34,800 438,000
Trichlorofluoromethane (Freon 11)26 <2.2 2.4 <2.2 <4.5 NE NE
1,2,4-Trimethylbenzene 130 68 43 30 120 48.7 613
1,3,5-Trimethylbenzene 30 17 9.6 6.8 30 NE NE
Vinyl Chloride <0.26 <0.26 <0.26 1.2 5.8 76.8 2,790
m&p-Xylene 82 120 86 33 260 695 8,760
o-Xylene 13 42 27 13 95 695 8,760
Notes:
Screening critera from the North Carolina Department of Environmental Quality (DEQ) Division of Waste Management (DWM) Residential and Non-Residential Vapor Intrusion Screening Concentrations (March, 2016)
Screening levels based on Target Risk for Carcinogens (TCR) of 1x10-6 and a Target Hazard Quotient (THQ) of 0.2 for Non-Carcinogens
Bold indicates concentration above the Residential Screening Criteria
Underline indicates concentration above the Non-Residential Screening Criteria
µg/m3 = micrograms per cubic meterNE = Not EstablishedSamples were collected into 6-L Summa cannisters and analyzed by EPA Method TO-15VOCs = Volatile Organic Compounds
E Flag denotes estimated concentration above the verified calibration range
Screening Criteria (µg/m3)6/3/2016
Soil Gas

ATTACHMENT D:

Proposed Site Contours

~~Tax # 083-084-08
Area: 48,068 s.f. (1.1035 acres)E. 36th StreetE. 35th StreetZoning: TOD-M715
715725
720 720720
720719
718
719718717716716717
71
8
7167167167
1
7
718
716
719718717721 722
723
724 719721
721
722715719
719
718FFE: 719.98
VERIFY IN FIELD AND NOTIFY LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES.8.3% MAX.2% MAX.
2% MAX.
2% MAX.
2% MAX.
2% MAX.2% MAX.2% MAX.2% MAX.
2% MAX.8.3% MAX.2% MAX.2% MAX.2% MAX.
2% MAX.
2% MAX.
2% MAX.2% MAX.5% MAX.5.0% MAX.2% MAX.2% MAX.
2% MAX.
2% MAX.2% MAX.2% MAX.2% MAX.2% MAX.2% MAX.2% MAX.2% MAX.2% MAX.2% MAX.5% M
A
X
.
2% MAX.
2% MAX.
8.3% MAX.
715.93 EX
716.21 EX
718.00 EX
718.02 EX 718.18 EX
715.21 EX
715.12 EX
715.63 EX
715.02 EX
714.79 EX
715.84 EX
715.33 EX
715.74 EX
716.02 EX
718.66 EX
718.06 EX717.99 EX
716.19 EX
715.76 EX
715.92 EX
714.63 EX RIM
717.52 BS
719.850 FG
718.700 BC
719.778 BC
718.700 FG
718.421 FG
716.41 FG
717.86 FG
717.42 FG
717.51 FG
716.53 FG
717.64 FG
717.66 FG
717.31 BC
717.74 TC
716.65 BC
718.345 FG
715.47 TC
715.69 TC715.19 RIM
718.850 BC
719.905 FG
718.870 BC
718.025 EX
718.004 EX
718.002 EX
718.253 EX
718.168 EX
718.075 EX
719.107 EX
719.574 EX
718.900 FG
719.160 FG
719.250 BC
718.178 FG
718.267 FG
718.329 FG719.780 FG
718.520 FG
718.19 FG
718.410 FG
719.810 TC
719.310 BC
719.834 TC
719.752 FG
717.44 FG
717.10 BC
718.30 FG
719.686 FG
719.275 FG718.783 FG
719.335 FG718.844 FG
718.08 FG
718.14 FG
719.901 FG
719.885 FG
719.887 FG
719.00 FG
719.12 FG
719.06 FG
723.000 TW
721.16 TW717 718719
718
719
720 721
719.200 BC
718.05 TC717.55 BC
717.57 EX
717.57 EX
717.24 BC
717.37 FG
717.88 FG
717.15 TC
717.50 FG718.26 FG718.20 FG
719.50 FG
719.650 FG
719.56 FG
717.55 FG
718.36 FG
717.45 FG
717.58 FG
719.60 FG
719.85 TS
717.54 FG717.40 FG
717.38 BC
717.88 TC
717.52 FG
719.860 FG
718.65 FG719.760 FG
718.500 FG
718.014 EX
718.30 FG
718.52 FG
716.79 BC717.29 TC
717.29 BW
717.29 BW
716.79 BC
717.29 TC
718.589 FG
717.80 FG
717.44 FG
719.820 TS
716.82 BS
717.25 FG
717.10 FG
717.25 FG
717.48 FG717.78 TC
716.23 BC
717.03 FG
718.580 BC
719.710 FG
719.320 EX719.334 FG
720.033 EX
719.560 BC
719.750 BC719.200 BC
718.900 BC
718.825 BS
719.825 TS
718.457 FG
719.720 TC
719.632 BC
719.980 FFE
719.980 FFE
719.98 FFE
719.980 FFE
719.980 FFE
719.980 FFE
719.980 FFE
719.980 FFE
719.900 TS
719.980 FFE
717.30 FG
717.38 BC
720.320 TW
720.320 TW
718
715.74 BC
716.00 EX
715.56 BC716.06 TC
717.40 BC717.90 TC
716.18 FG
716.30 FG
717.76 FG
717.86 FG
714.97 RIM
716.08 TC715.58 BC
715.43 BC715.93 TC
716.17 FG
716.15 TC715.65 BC
716.05 FG
715.59 FG
718.01 FG
717.21 BC
715.71 FG
2% MAX.716.31 BC
717.01 FG
717.11 FG
716.65 BC
717.15 TC
715.90 BC
716.40 TC
716.43 FG
716.31 FG
716.89 FG
717.19 FG717.07 FG
716.24 TC 717716716717
717
716
715.0 EX 715717.76 TC
717.90 FG
718
717.26 BC718
719.90 FG
EXISTING DRIVEWAY
GRADES EXCEED
CURRENT STANDARDS
717.00 EX
436 E. 36TH
STREET
ASANA PARTNERS
1616 CAMDEN RD. #210
CHARLOTTE, NC
1018295
GRADING PLAN
N/A
AM
CW
LD
L3-00
6/12/2019 1:08 PM ADAM MCGUIRE \\CHFILES\PROJECTS\_2018\1018295\CAD\DOCUMENTATION\DD\8295-PLN-GRADING.DWG
0
1"=
10'20'40'
20'
SHEET NUMBER
SHEET TITLE
LANDDESIGN PROJ.#
SCALE
KEY MAP
SEAL
PROJECT
NORTH
ORIGINAL SHEET SIZE: 22" X 34"
REVISION / ISSUANCE
NO.DESCRIPTION DATE
VERT:
HORZ:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
1 LAND DEVELOPMENT
SUBMITTAL #1 03.22.2019
No. 1232
06.12.2019
2 BUILDING PERMIT 04.10.2019
3 LAND DEVELOPMENT
SUBMITTAL #2 04.29.2019
4 BUILDING PERMIT CYCLE
01 COMMENTS 05.23.2019
5 06.12.2019LAND DEVELOPMENT
SUBMITTAL #3

ATTACHMENT E:

Historical Sampling Locations and Excavation/Demolition
Areas

Project Manager: EH
Checked by: JT
Figure 1: Historical Sampling Locations
Former Sinclair Reining Brownields Site
436 East 36th Street
Charlotte, North Carolina
Site Property Boundary
Soil-Gas / Sub-Slab Vapor Sample Location
Soil Boring / Temporary Monitoring Well Location
Soil Boring Location
LEGEND
APPROXIMATE SCALE
Drawn by: CN
Project Manager: EH
Checked by: JT
Figure 2: Exterior Demo Areas &
Historical Sampling Locations
Former Sinclair Reining Brownields Site
436th East 36th Street
Charlotte, North Carolina
Site Property Boundary
Soil-Gas / Sub-Slab Vapor Sample Location
Previous Soil Boring / Temporary Monitoring Well Location
Previous Soil Boring Location
Demo
LEGEND
APPROXIMATE SCALE
Gate Box to be removed.
Drawn by: CN
Ex. Catch Basin to be removed. Portion of ex. 12"
Storm to be removed. See Sheet C4-00 for details.
Asphalt to be removed.
Tree to be removed, Typ.
Concrete to be removed.
Asphalt to be removed.
Asphalt to be removed.
Power pole to be relocated. Owner/
Contractor to coordinate relocation
with Duke Energy. Refer to Utility Plan
for approximate new pole location.
Tree to be removed, Typ.
Fence to be removed, Typ.
Concrete to be removed.
Trees to be removed, Typ.
Water line to be removed.
Concrete block garage to be
removed, Typ.
Water line to be removed.
Project Manager: EH
Checked by: JT
Figure 3: Interior Demo Areas &
Historical Sampling Locations
Former Sinclair Reining Brownields Site
436th East 36th Street
Charlotte, North Carolina
Site Property Boundary
Soil-Gas / Sub-Slab Vapor Sample Location
Previous Soil Boring / Temporary Monitoring Well Location
Previous Soil Boring Location
Water Line Trench
Wastewater Line Trench
LEGEND
APPROXIMATE SCALE
Patio cuts for new concrete slab.
Drawn by: CN
SB-3
SB-2
SB-4
SB-9
SB-7 /
TMW-2
SB-1
SB/SV-1 SB-5
SB/SV-3
SB/SV-2
SB/SV-4
SB-8 / TMW-3

ATTACHMENT F:

Martin Marietta Quarry (Beatties Ford Rd) Contact Information
Charlotte Quarry
4551 Beatties Ford Road
Charlotte, North Carolina 28216
704-392-1333 (tel:[phone])
Hours of Operation | Mon-Fri | 7am - 5pm
LOCATIONS (/FACILITY-LOCATOR/)/ MID-ATLANTIC (/LOCATIONS/MID-ATLANTIC/)/ CHARLOTTE QUARRY
Ch a rl ott e Q u ar ry
CHARLO TTE , NO R T H C AR OLIN A

Doug Ryan
[phone] (tel:[phone])
Sales Representative
PRODUCTS AVAILABLE AT THIS LOCATION & FACILITY DOCUMENTS

CONTACT US (/CONTACT-US/SALES/?FACILITY=1323)
GET DIRECTIONS (HTTPS://WWW.GOOGLE.COM/MAPS/DIR//4551 BEATTIES FORD ROAD, CHARLOTTE, NORTH CAROLINA
DIVISION PAGE (/LOCATIONS/MID-ATLANTIC/)
REQUEST QUOTE (/CONTACT-US/SALES/?QUOTE=1&FACILITY=1323)
CONTACT (/CONTACT-US/SALES/?FACILITY=1323)