NCC213851_Site Plan or Location Map_20210629

GENERAL NOTES:
1. All construction shall be in accordance with Town of Youngsville Standards, Specifications,
and Details. Work on this project shall also conform to these plans, the latest editions of the
North Carolina Department of Transportation (NCDOT) Road and Bridge Specifications, the
Road and Bridge Standards, the North Carolina Erosion and Sediment Control Handbook, and
Franklin County Utility Standards. In the event of conflict between any of these standards,
Specifications, or plans, the most stringent shall govern.
2. The contractor shall be solely responsible for trench safety during all phases of construction.
3. The location and size of existing utilities as shown is approximate. The contractor is
responsible for horizontally and vertically locating and protecting all public or private utilities
which lie in or adjacent to the construction site. At least 48 hours prior to any demolition,
grading, or construction activity, the contractor shall notify the North Carolina One -Call
Center at 811 or 1-800-632-4949 for proper identification of existing utilities within the site.
4. The contractor shall protect all existing power poles, signs, manholes, telephone pedestals,
water valves, etc. during all construction phases. The contractor shall repair, at his own
expense, any existing utilities damaged during construction.
5. Traffic control on public streets shall be in conformance with the Manual of Uniform Traffic
Control Devices, and as further directed by Town, County, and State Inspectors.
6. Any discrepancies found between the drawings and specifications and site conditions or any
inconsistencies or ambiguities in drawings or specifications shall be immediately reported to
the engineer, in writing, who shall promptly address such inconsistencies or ambiguities.
Work done by the Contractor after his discovery of such discrepancies, inconsistencies, or
ambiguities shall be done at the contractor's risk.
7. Contractor is responsible for verifying all required permits and approvals prior to commencing
construction.
8. All areas shall be graded for positive drainage, and as shown on these plans. The contractor
shall maintain adequate site drainage during all phases of Construction. Contractor shall
comply with all applicable federal and state sediment control ordinances. Contractor shall
remove all temporary erosion control devices upon completion of permanent drainage
facilities, the installation of all site improvements, and the establishment of vegetative cover
on all earth surfaces.
9. The Contractor shall clear and grub the site and place backfill and fill soil materials in layers
not more than 8 inches in loose depth for material compacted by heavy compaction equipment
and not more than 4 inches in loose depth for material compacted by hand -operated tampers.
All fill material placed on the site shall be compacted to a minimum of 95% of the standard
Proctor maximum dry density except in the final foot beneath pavements and floor slabs
where this requirement should be increased to 98% of the standard Proctor maximum dry
density. All fill material shall be moisture conditioned to within 2% of optimum moisture
content in order to facilitate and maintain stability of the fill section.
10. Any fill material from off -site locations shall be approved by a Geotechnical Engineer prior to
placement.
11. The contractor shall, prior to any operations involving filling or backfilling submit the results
of the proctor test together with a certification that the soil tested is representative of the
materials to be used on the project and the certifications conducted by a certified material's
testing laboratory and the certifications made by a licensed professional engineer representing
the laboratory.
12. Proposed contours gradients are approximate. Proposed spot elevations are to be used in case
of discrepancy.
13. The contractor shall review, verify and coordinate all dimensions shown on plans including
the horizontal and vertical location of curb inlets and grate inlets and all utilities crossing the
storm sewer prior to starting project. Site Dimensions shown are referenced to back of curb,
face of building, edge of pavement or walk, etc.
14. All handicap ramping, striping, and pavement markings shall conform to ADA Requirements
and the North Carolina State Building Code, Chapter 11.
15. Contractors shall exercise appropriate care and precision in construction of ADA (handicap)
accessible components and access routes for the site. these components, as constructed, must
comply with the current ADA standards and regulations' barrier free access and any
modifications, revisions or updates to same. Finished surfaces along the accessible route of
travel from parking spaces, public transportation, pedestrian access, inter -building access, to
points of accessible building entrance/exit, must comply with these ADA code requirements.
These include, but are not limited to the following:
• Parking spaces and parking aisles - slope shall not exceed 1:50 (1/4" per foot or
nominally 2.0%) in any direction.
• Curb ramps - slope must not exceed 1:12 (8.3%) for a maximum of six (6) feet.
• Landings - must be provided at each end of ramps, must provide positive drainage, and
must not exceed 1:50 (1/4" per foot or nominally 2.0%) in any direction.
• Path of travel along accessible route - must provide a 48-inch or greater unobstructed
width of travel (car overhangs and/or handrails cannot reduce this minimum width). The
slope must be no greater than 1:20 (5.0%) in the direction of travel, and must not
exceed 1:50 (1/4" per foot or nominally 2.0%) in cross slope. Where path of travel will
be greater than 1:20 (5.0%), an ADA ramp must be adhered to. a maximum slope of
1:12 (8.3%), for a maximum rise of 2.5 feet, must be provided. The ramp must have
ADA hand rails and "level" landings on each end that are cross sloped no more than
1:50 in any direction (1/4" per foot or nominally 2.0%) for positive drainage.
• The contractor must verify the slopes of contractor's forms prior to pouring concrete. if
any non-conformance is observed or exists, contractor must immediately notify the
engineer prior to pouring concrete. Contractor is responsible for all costs to remove,
repair and replace non -conforming concrete.
MCLEOD SELF STORAGE
104 TARBORO ROAD
YOUNGSVILLE, NC 27596
YOUNGSVILLE TOWNSHIP FRANKLIN COUNTY NORTH CAROLINA
June 18, 2019
SITE CONSTRUCTION PLANS - PHASE 1
IIIIARBORO ROAD TURN LANE EROSION CONTROL AMENDME
104 Tarboro Road Youngsville
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OWNERS: B. FRANKLIN MCLEOD III & ELAINE P. MCLEOD
W. STEWART MCLEOD & TAMMY C. MCLEOD
9500 CAPITAL BLVD
WAKE FOREST, NC 27587
OWNER CONTACT:
SITE PLAN CONTACT:
E-MAIL:
PHONE:
FRANKLIN MCLEOD
[phone]
[e-mail]
HARRY MITCHELL
[e-mail]
[phone]
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2019
SHEETS
COVER
C1.0
EXISTING CONDITIONS AND DEMOLITION PLAN
C1.1
SITE LAYOUT PLAN - PHASE 1
C2.1
* SITE LAYOUT PLAN - PHASE 2
C2.2
TARBORO RD EXISTING CONDITIONS & DEMOLITION PLAN _
C2.3
TARBORO RD LEFT TURN LANE ADDITION
C2.4
TARBORO RD TURN LANE GRADING, DRAINAGE AND EROSION
CONTROL PLAN
C2.5
UTILITY PLAN
C3.1
MASTER GRADING AND DRAINAGE PLAN - PHASE 1
C4.1
GRADING AND DRAINAGE PLAN - PHASE 1 (N)
C4.2
GRADING AND DRAINAGE PLAN - PHASE 1 (S)
C4.3
* MASTER GRADING AND DRAINAGE PLAN - PHASE 2
C4.4
* GRADING AND DRAINAGE PLAN - PHASE 2 (N)
C4.5
* GRADING AND DRAINAGE PLAN - PHASE 2 (S)
C4.6
STORMWATER PLAN - PHASE 1
C5.1
* STORMWATER PLAN - PHASE 2
C5.2
STORMWATER NOTES AND DETAILS
C5.3
EROSION CONTROL PLAN - STAGE 1
C6.1
EROSION CONTROL PLAN - STAGE 1 (N)
C6.2
EROSION CONTROL PLAN - STAGE 1 (S)
C6.3
EROSION CONTROL PLAN - STAGE 2
C6.4
CONSTRUCTION AND MAINTENANCE REQUIREMENTS FOR
EROSION CONTROL MEASURES P. 1
C6.5
EC REQUIREMENTS P.2
C6.6
NPDES PLAN
C6.7
LANDSCAPE PLAN
C7.1
LANDSCAPE PLAN - WET POND PLANTING
C7.2
DETAILS
C8.1
DETAILS
C8.2
DETAILS
C8.3
DETAILS
C8.4
DETAILS
C8.5
* PHASE 2 PLANS ARE SHOWN FOR REFERENCE
PURPOSES ONLY. PHASE 2 BUILDINGS WILL BE
CONSTRUCTED AT A LATER DATE BASED ON
MARKET CONDITIONS.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF YOUNGSVILLE, FRANKLIN COUNTY PUBLIC UTILITIES, AND NCDOT STANDARDS & SPECIFICATIONS AS APPLICABLE
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DESIGN GROUP
PO Box 2007
Wake Forest, NC 27588
Telephone: [phone]
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PRELIMINARY
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DATE
6/19/2020
REVISIONS
1
7/17/2020
2
8/14/2020
DRAWN BY
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SHEET TITLE
COVER SHEET
SHEET NUMBER
C1.0
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