NCC223395_Site Plan or Location Map_20220929

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PARCEL DATA
Alamance County Tax Information (Per Alamance County GIS)
Parcels Included in this Project: I
Parcel I :
Parcel ID: 1 307 1 G
GPIN: 8873 1 948G5
Property Address: 2603 Maple Ave, Burlington, NC
Township: Burlington
Property Area: G.28 I Acres ±
City of Burlington Zoning: LI - Light Industrial
AHOD - Airport Horizontal Overlay District
(Per City of Burlington GIS Zoning Map)
MINIMUM BUILDING SETBACKS:
City of Burlington Zoning: LI - Light Industrial
Per City of Burlington Zoning Ordinance, Section 3.6:
Street setback - 40 feet
Side setback - 5 feet
Side setback - 15 feet abutting a residential or OI zoning
Rear setback - 30 feet
xi- 1 4,1 1 4;Perimeter Setback - Same as minimum side setback, applied in lieu of
side or rear setbacks in multi -building developments
xiO,10;Maximum building height of 3G ft / 3 stories
EROSION CONTROL LEGEND
LIMITS OF DISTURBANCE
00
SILT FENCE
CONSTRUCTION ENTRANCE
DIVERSION DITCH
BAFFLES
SILT FENCE OUTLET (SFO)
rF
TREE FENCE
INLET PROTECTION
RIP RAP OUTLET PROTECTION
An Erosion Control Permit is required for projects
within the City of Burlington having a disturbed area
greater than I acre. This project proposes to
disturb more than one acre. Submit erosion control
plans if required to City of Burlington Engineering
following TRG Approval. Erosion Control Plans were
not reviewed by engineering as part of TKC.
Site Soils Classification:
Unclassified. CI3551f1c3tlon of near surface soils shall be made
per owner's geotechnical engineering recommendations based
on the evaluation of exposed subgrade soils.
CONTRACTORS NOTES:
I . The contractor shall verify the location of all existing utilities prior to beginning
construction. Locations of existing utilities shown on the plan are based on the
best available information, but can only be considered approximate.
2. The City of Burlington shall review and approve construction drawings prior to
construction. Any conflicts should be reported to the project engineer
immediately for review prior to beginning construction. It shall be the owner's
responsibility to obtain all required approvals and permits from agencies governing
this work prior to any construction.
3. It shall be the responsibility of the owner to obtain all applicable permits, complete
testing and inspections, and obtain proper certification that the proposed
construction was installed in accordance with the approved plans and
specifications.
4. All underground utilities are to be Installed and tested prior to the placement of
any base course stone, concrete (sidewalks, curbs, slabs, etc.), or pavement.
5. Any fill material imported into or exported from the site shall originate from or be
disposed of at a properly permitted location. All structural fill material and bearing
soils shall be tested and certified by the project geotechnical engineer.
G. Cleanouts in traffic areas shall be placed Inside traffic rated mini manholes (typ.)
GENERAL NOTES:
I . All utility installation, construction methods, and materials shall conform to the City of
Standard Specifications and Details, North Carolina Erosion and Sediment Control Prac
Standard Specifications, Alamance County Standard Specifications, and the NC Plumbi
2. Boundary, topographic, and existing feature information obtained from a survey prepar
Williams, Carmen � King, Inc., Burlington, North Carolina (Job No. 2 1063).
3. Existing Conditions are shown based on field surveys and best available record at the 1
plan. Any discrepancies shall be reported to the engineer immediately.
4. New 4" Sanitary sewer service is proposed as shown.
5. New 1 .5" Water service Is proposed as shown.
G. Exact size and location of utilities are to be field verified prior to construction.
7. Contact the project engineer immediately with any conflicts regarding the design or cc
of the project. All field adjustments shall be verified by the project engineer prior to
8. Construction and location of sidewalks, slopes, landings, approaches, ramps, and acce
routes shall be in accordance with the ANSI 2009 Handicap code or latest ACGeSSibili
revision.
9. Contractor shall contact project engineer to observe formwork for site curb, concretE
and other Items as well as string lines or other controls prior to the placement of con,
setting base course stone, or the placement of asphalt.
10. Compaction of fill materials, approval of residual subgrade, soil proof rolls, stone place
other materials testing functions shall be in accordance with the project geotechnical
guidance, specifications, recommendations, and testing standards.
Plan Prepared for:
North Top I=1ex, LLC
I G35 Nova Lane
Burlington, NC 272 15
Contact: Christopher Powell - 33G-350-9752
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