NCC243394_Site Plan or Location Map_20241104

FINAL APPROVAL
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10 of 10: NCG01 Self-Inspection Record Keeping and Reporting Plan Sheet
" FIELDturf" SYNTHETIC FIELD DEVELOPMENT
7531 Tuckaseegee Road
SITELL
- Charlotte, NC 28214
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M e B / a • SITESITE DATA AND GENERAL NOTES
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ite At Name: Knothole Foundation
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Site Address: 7531 Tuckaseegee Road
Charlotte, NC 28214
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• WkD / Property Pin No: NC PIN: 05551114
111
Deed Book/Page: 33131/216
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Deed Date: 11/26/2018
36.9% CeB2 Cecil sandy clay loam Well Drained HSG B 0.57-1.98 in hr 2-8%Slope Property Zoned: Nt—A(JUNE 1, 2023
58.7% Me6 Mecklenburg fine sandy load Well Drained HSG C 0.06-0.20 in/hr 2-8%Slope
0.9% Wed Wilkes loam Well Drained HSG D 0.00-0.01 in/hr 4-8%Slope Alk.
ClieExisting Use: Warehouse, Office, Club, Sports Fields
3.5X PM; Wilkes:corn Well Drained HSG D 0.00-0.01 in/hr 8-15%Slope •
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Proposed Use: Warehouse, Office, Club, Sports Fields
Per USDA NRCS Custom Soil Resource Report for Mecklenburg County,NC dated September 12,2024
Existing Tract Area: 9.508 acres total
SOILS MAP SCALE: 1"=200' LOD Disturbed Area: 43,860 sq ft or 1.007 acres
IT IS THE CONTRACTORS RESPONSIBILITY TO Square Feet Turf: 42,044 sq ft
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INSURE THAT ALL DIRT, STONE, SEDIMENT '. - fl Floodplain Information: The subject property does not lie within a
' 4,.- ., flood hazard area according to FEMA FIRM
OR CONSTRUCTION DEBRIS IS REMOVED , ., a ,� No. 3710451400K, which has an effective date
FROM ALL CONSTRUCTION VEHICLES THAT �, ti of 9/2/15.
LEAVE THE PROPOSED WORK AREA. • - Soil Type: See Soils Map This Sheet.
No Dirt, Stone or Sediment can be deposited onto any County Roads. �- - 1. The purpose of this plan is the conversion of one (1) existing grass
The Contractor is required to make sure all Construction Vehicles - athletic field infields into synthetic turf athletic field.
leaving or entering the site are clean. The Contractor will be
responsible for any fines assessed for Construction Debris that is 2. The existing improvements shown hereon this plan were field located
by: Ben Patton Land
deposited outside of the proposed work area.
LOCATION PLAN Phone: (828) Surveying, PLLC
04
North Carolina 811 Scale: 1"=200'
3. All underground utilities shown hereon this plan are approximate and
811 or 1 [phone] PROJECT BACKGROUND GENERAL RESPONSIBILITY NOTES DEVELOPMENT NOTES must be field verified, by the contractor.
Advance Notice: The proposed redevelopment of thispropertywill be completed in 4 hoses 4. Copies of all plans must be kept on site.
P P P P P 1. The information and data shown hereon these plans or indicated with respect 1, Permit fees, permit processing and other expenses incurred during the permit
Within 3 to 12 full working days: as shown on Sheet No.3. These plans only include Phase 1 - the conversion of to existing features and underground utilities shown on the subject site is P P 9 P 9 P 5. No new water and sewer are being proposed on this Site
Number of days in advance of a digging project that you need Field No.2 from grass to synthetic turf. Plans for each of the remaining phases process are the responsibility of the owner. Development Plan.
to notifythe one call center of our intent to will be submitted forfrom available sources. The Consultant (Athletic Field Consultants, Inc. and P
y dig. approval at future dates. The Watkins Partnership, Inc.) shall not be responsible for the accuracy or 2. E&S Controls - Contractor to maintain all Sediment Control Measures for the
completeness of any such information or data. The contractor shall accept duration of the project.
Development of this property was completed in 2022. The project, West p 1
It is the applicants responsibility to obtain any state permits if full responsibility for reviewing and checking all such information and data
Meck Optimist Park Athletic Field Improvements and Additions was reviewed and
required, for any construction activities covered by this plan which (prior to construction) for locating all underground utilities shown or indicated. 3. Unsuitable soils - In the event that unsuitable soils are encountered, a price
approved by the City of Charlottes, Storm Water Services. There were several
impacts a State regulated wetland. Any changes to plans, for this The safety and protection of existing utilities and persons is the sole to remedy the areas will be negotiated between the owner and the
updates to the plans between 2018 and 2021, the most recent approval
development whether required by the State or initiated by the responsibility of the contractor; any costs incurred, thereof, is not the contractor.
was October 1, 2021 (LDCR-2021-00038). The project included the construction
applicant to meet State requirements, must be approved by responsibility of the owner or the engineer.
of the three grass playing fields with underdrains along with other site
Mecklenburg County and/or the City of Charlotte. improvements. Stormwater management was provided within a dry detention 4. Installation of Manholes,junction boxes, gabions, concrete or rock rip-rap,
2. When working adjacent to any existing structure, utilities, poles, fences, etc., stormdrain not related to the field construction is exempted from the
facility designed to manage peak discharge for 2-year and 10-year 6- P
The Location of all utilities shown hereon is from field investigation hour storms. Contractor thecontractor shall use whatever methods thatshe necessary to protect proposed work, unless otherwise indicated hereon these plans.
9 existing features from damage. The shall hand excavate within
and available records and cannot be guaranteed. Contractor should five (5) feet of all utilities and/or existing features. Replacement of 5. Relocation, removal of existing utilities not limited to electrical conduit, power
dig test pits by hand at all utility crossings to verify exact location. On February 27, 2024, Knothole Foundation along with their consultant,
Athletic Field Consultants, Inc., met with the City of Charlotte to request the damaged utilities and/or features shall be of the Contractor's expense. poles, water, sewer, gas cable, telephone, stormdrainage, irrigation heads,
proposed turf fields not be considered built upon area, Athletic Field Consultants lines, valve boxes or wiring of same is exempt from the proposed work,
The Contractor is not responsible for any damage to existing asphalt presented proposed plans, a written report comparing hydrology for grass fields 3. The Contractor shall immediately report any discrepancies between existing unless otherwise indicated hereon these plans.
parking lot, concrete curbs, concrete sidewalks or underground to synthetic turf, and a video demonstrating the time of concentration through a conditions and contract documents to the Consultant,Athletic Field
utilities caused by heavy truck traffic during construction. scaled model of the turf and stone system. Also discussed was the need to Consultants, Inc. 6. No work is proposed within the City of Charlotte Right-of-Way as part of DEVELOPMENT NARRATIVE
add up to 2,000 square feet of additional BUA for the expansion of the existing this project
fieldhouse along with the installation of other impervious areas. Plans approved 4. Contractor shall provide all Construction Signs and Flaggers, as may be
These drawings are the property of Athletic Field Consultants, Inc. needed, at their own expense. 7. No work is ro osed near trees as of this ro act. The Knothole Foundation - Tuskaseegee Dream Field Complex is
and The Watkins Partnership, Inc. Unauthorized reproduction for anyfor the previous development (LDCR-20nated 8) incorrectly calculated the proposed existing partproject.
P situated on one (1) parcel totaling 9.508 acres of land improved
is an infringement upon copyright laws. Violators will be percent impervious and incorrectly designated the project as low density. It was
purpose 9 Prequested that the additional BUA be allowed and still considered low density. 5. Approval of this plan is not an authorization to grade on adjacent 8. No than es to water or sewers stems are proposed osed as art of this ro ect. with the sports fields, parking, drive aisles and buildings. The
subject to prosecution to the fullest extent of the law. 9 y areas/properties beyond the indicated Limits of Disturbance. When field 9 y P P P project.
Knothole Foundation of the Carolinas is proposing to redevelop one
On March 14, 2024, Jordan Miller with the City of Charlotte provided conditions warrant off-site grading, permission must be obtained from (1) of the existing grass fields with a synthetic turf field.
The Existing Conditions Survey shown hereon this plan and used to response to this request. The response recommended BUA credits through Mecklenburg County and any adjacent property owners.
design these plans was provided by Ben Patton Land Surveying. PLLC documentation of the proposed synthetic turf system as permeable pavers. The The proposed FieldTurf construction method allows rainfall to
931 North Mein Street Suite 5 Marion NC 28752. The accuracy of response also approved the addition of 1,100 square feet of BUA comprised of 6. The proposed field grades were designed to match into the existing infiltrate through the carpet infill (sand and rubber), pass through
the survey cannot be guaranteed; it is the Contractor's responsibly to a building addition and other various impervious surfaces without triggering high surrounding grades as much as possible with slight grade adjustments in the carpet backing and into the washed stone sub-base. As the
have all underground utilities (i.e. electric, plumbing, gas, sprinklers, density requirements under the Post Construction Stormwater Ordinance (PCSO). certain areas. The playability and safety for the participants on these fields runoff travels horizontally through the washed stone base, it has
stormdrain, etc.) marked in the field prior to beginning any Stormwater management for the additional BUA is required, either through is the Owner/Developer's responsibility, Athletic Field Consultants, Inc. and The the opportunity to infiltrate into the soil below. Once the runoff
construction and dig test pits by hand to verify all utility crossings, available capacity within the existing dry detention pond or other means if the Watkins Partnership, Inc. assume no responsibility for the playability and reaches the perimeter drain that surrounds each field, the runoff
tie in locations to existing storm drains, depth and location. Athletic storage is not available within the existing dry detention pond. Subsequent safety of the participants. drops into the perimeter drain trench and must fill up a 12"deep
Field Consultants, Inc. and The Watkins Partnership, Inc. take no discussions increased the area to 2,000 square feet. Stormwater management washed stone layer before entering the 12"HDPE perforated pipe
responsibility for the surveying accuracy or soils information that was calculations for additional BUA will be provided under Phase 4 that is at minimal slope and conveys the runoff to the existing
provided by others. storm drain conveyance system. This 12"washed stone layer also
On May 17, 2024, Andrew Poindexter with the City of Charlotte approved allows the runoff to infiltrate into the soil below before entering
preliminary calculations which demonstrated compliance with regulations for BUA the perforated pipe.
ENGINEER'S CERTIFICATION credits, thus considering the turf as pervious, requiring no stormwater
I hereby certify that the plan shown hereon conforms to the management for the conversion of the grass fields to synthetic turf. All work for the proposed FieldTurf field will be comprised of
requirements of Mecklenburg County, Building Code except for specific Finalized computations for Field No. 2 are beingsubmitted with these plans grading, installation of washed stone, concrete curb, filter fabric,
modifications and/or waivers, if any, as listed below. P P plastic pipe, nyloplast structures, synthetic turf and sand and
for approval. rubber infill material. As indicated on these plans, the proposed
I also certify that I have inspected this site and that drainage synthetic turf field sits on top of a washed stone sub-base, which
helps stormwater infiltrate into the ground. No excavated material
onto this site from other upgrade properties, and from this site onto
otheris to be stockpiled at the site. All excavated material to be
downgrade properties has been addressed in substantial
accordance with applicable codes. removed from site and disposed of at an approved location.
I also certify that these documents were prepared or approved
by me, and that I am a duly licensed professional engineer under the
laws of the State of North Carolina II..IImo_�,[��""� �+ �+
9/16/2024 a5' arff/L +WaSFwy '/OL• r rA.-I u li D 8j,1 e v-
,Antf Date Stephen M. Watkins
.r'ww.ne811.ory The greatest turf on earth
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DATE REVISIONS .,, OWNER/DEVELOPER DATE:
;.fl�,5s'"e,yp,, Athletic Field Consultants, Inc. 9/16/2024 SCALE: As-shown
raTFSS/ P.O. Box 323 Owner/Developer: NC PIN: 05551114
Knothole Foundation PHASE 1 DEVELOPMENT KNOTHOLE FOUNDATION — TUCKASEEGEE DREAM FIELD DESIGN BY: JC DRAWN BY: BD
fie
Queenstown, MD 21658 7531 Tuckoseegee Road
Charlotte,NC 28214 DB: 33131 PG: 216
t24 = 301-908-3526 COVER SHEET 7531 Tuckaseegee Road
�S Contact: 9 CHECKED BY: SW SHEET NO: 1 of 10
'4" 4,,„ A? The WATKINS Partnership,Inc Al Deeply Charlottel, NC 28214
!4' "' 3032 Mitchellville Rood,Suite No.202 1 [phone] Mecklenburg County, North Carolina
„f 1ta,rrnW�555 Bowie,MD 20716 adespinoknothalecarolinas.org FILE: Knothole.dwg JOB No.: 24-002