NCC215593_Site Plan or Location Map_20211014

Site Development Plan
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SITE INFORMATION
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• Address - 235 Raleigh Road, Henderson, NC
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• Site Area-601,128 sf => 13.80 acres
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MR WILLIAMS, INCAF
• Parcel Numbers - 0059 02001 and 0062 01013
• Existing Use - Warehouse/Distribution Center
• Disturbed Area - 0.97 acres
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• Impervious area calculations
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•• Predevelopment Impervious - 480,505.1 sf=11.03 acres => 79.93%
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•• Postdevelopment Impervious - 494,358.1 sf=11.34 acres => 82.17%
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• Parking
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•• 38 parking spaces will be removed in demolition
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•• 40 parking spaces will be added
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SITE
••• This project will provide a net increase of 2 parking spaces
FREE ER EXPANSION
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235 Raleigh RoadCity Henderson
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Vance County, North Carolina
Vicinity Map - Not to Scale
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Legend:
Govern i n A enc Approvals
Existing
Temporary Diversion Ditch
Proposed
TDD
Sheet Index
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Propane
LP
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Planning Approval: Date:
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— CON — —
—SF — —
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Roof Drain
Conduit
Silt Fence
- Guy Wire
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SF
N/A *
N.C.D.O.T. Driveway Permit No: Date:
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Sheet No. Revision No. Revision Date Sheet Title
— X — — Fence x x
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—FM — —
- - - - - - - - - - - - -
Force Main
- - Edge of Pavement
FM
N.C. D.O.T. Encroachment Permit No: Date:
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_ _ _ _ _ _ _
= Storm Drain Pipe
C- 1 Cover Sheet
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Curb and Gutter
Property Line Surveyed
Soils Evaluation Completed: Date:
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eNot Line Surveyed
Property Tree
Woods/ Tree Line
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C-2 Existing Conditions and Demolition Plan
Erosion Control
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— - -
— CTV — —
- -
Right of Way
Cable
Centerline
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C-3 Site and Utility Plan
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NCDEQ Permit No: N/A Date:
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- OHU — —
Overhead Utility(s)(Generic)
Underdrain
OHU
LID
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Sewer Collection System:
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N/A
— — OHE — —
—UGE — —
Electric(Overhead)OHE
Electric (Underground)
UGE
C-4 9-23-2021 Grading and Storm Drainage Plan
NCDEQ Permit No: Date:
— — OHT — —
— — UGT — —
Limits of Disturbance
Telephone (Overhead)
Telephone (Underground)
OHT
UGT
C-5 Sedimentation and Erosion Control Plan
Water Distribution System:
N/A
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—---— -- —--
— Ditch
NCDEQ Permit No: Date:
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—GAS — —
- — — — — —
Fiber Optic
Gas
- Gravel
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GAS
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C-6 Landscaping Plan
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Sanitary Sewer
Striping (Parking Lots)
Striping / Road Markings
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7 Details
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Tree Protection Fence
TPF
— W — —
Conc.
C.P.P.
Water
Concrete
Corrugated Plastic Pipe
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C_g 1 9-23-2021 Underground Detention
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Drop Inlet
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Ex.
Ex.
Disturbed
Existing
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9-23-2021
C-9 1 Underground Detention Details
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EIP
FES
Existing Iron Pipe
Flared End Section
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JB
Iron Pipe Set
Junction Box
C-10 Impervious Area and Nutrient Sheet
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Linear Feet
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PP
RCP
Manhole
Power Pole
Reinforced Concrete Pipe
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SF
SSMH
Square Feet
Sanitary Manhole
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STMH
TSB
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Storm Manhole
Traffic Signal Box
Telephone Pedestal
OWNER/DEVELOPER
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Invert
SpotElevation- TopofCurb
Spot Elevation Top Walk
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MR WILLIAMS, INC
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Spot Elevation - Flow Line
Spot Elevation - Top of Asphalt
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235 RAL E I G H ROAD,
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Spot Elevation - Top of Wall
- Contours
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HENDERSON, NC
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Demo/To be Removed
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This set containing plan sheets with the dates listed above are authorized for construction on
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Railroad Tracks
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Concrete
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this the day of , 20 .
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Riprap
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Bollard
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Water Meter
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by (Engineer)
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Water Valve
Fire Hydrant
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Utility Pole
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Sanitary Manhole
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SAP
Storm Manhole
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Telephone Manhole
Temporary Benchmark
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These plans are for bidding purposes only and are not to be used as
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Area Light(s)
Construction drawings unless initialed and dated as approved for
Construction below by the Engineer.
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Traffic Signal Pole
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Sign
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General Notes
Approved for Construction:
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Catch Basin
Cable TV Pedestal
General Grading Notes:
Date:
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Cable TV Box
1. Contact N.C. ONE -CALL (811) to have all underground utilities located at least 48 hours prior to excavating or trenching. 1. The contractor shall grade the site with positive drainage away
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2. Parking lot shall be striped in accordance with plan. from the building. no area shall be graded that would direct
3. Contractor field location depth be discrepancies
Telephone Pedestal
shall verify size, material, and of all utilities. engineer shall notified of any prior to construction. water to the foundation and at no point shall water be allowed to
CONSTRUCTION SAFETY:
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4. This project disturbs LESS than 1 acre and does NOT require an approved sedimentation and and erosion control plan from the city of henderson. pond against the foundation wall.
These drawings do not contain the requirements for job safety. All provisions for safety shall
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Water valve Marker
5. This project requires an approved encroachment agreement from the North Carolina department of transportation. 2. Remove topsoil before placing any fill, cabc or gravel.
be the sole responsibility of the contractor.
6. All dimensions are to face or curb unless otherwise noted.
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Monitoring Well
7. Site shall meet all N.C. Accessibility Code requirements.
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Traffic Signal Box
8. Construction plan approval shall be obtained prior to construction of any street, water, and/or sanitary sewer and storm drainage systems.
EXISTING CONDITIONS:
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Mailbox
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9. Soil erosion and sedimentation control plan approval by the NCDEQ required prior to initiation of any land disturbing activities.
The contractor shall be responsible for reviewing all existing job conditions. Any
Not to Scale
10. Refer to architectural plans for building dimensions.
11. Property is subject to encumbrances found upon a normal title search. SaWCut Note:
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adverse existing conditions affecting work shown on these drawings shall be
brought to the attention of the engineer for possible clarification and
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Handicap
12. All distances shown are horizontal round distances unless otherwise noted. Where proposed utilities are routed under existing paved areas all existing pavement shall be
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follows:
reconciliation.
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13. The contractor shall be responsible for verifying the minimum building setbacks prior to construction. removed as
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Catch Basin
Clean -out
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14. The surveyor did not visibly see any cemeteries or marked graves in open areas on the site unless otherwise noted. 1. Sawcut paving and concrete curb and gutter
2. Removed of paving and concrete curb and utter, trench and install proposed utilities
15. The contractor shall be responsible for all work traffic control in or adjacent to NCDOT or City Right -of -Ways. All methods shall conform with the manual on uniform p g g p p
ADA AND LEGAL DISCLAIMER:
This document is not represented to comply with all requirements contained in the ADA or
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Gas
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Spill Curb and Gutter
Spill
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traffic control devices (MUTCD) and NCDOT standards. 3. Backfill and compact
16. Any relocation of existing utilities will be at the cost of the developer/owner. The Town/City will not accept responsibility for damages to curb and gutter or street 4. Install new paving and concrete curb and gutter to match the abutting materials and
elevations.
other laws. Engineers are not licensed to interpret laws or give advise concerning laws.
The owner should have this document reviewed by his attorney to determine legal
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improvements if installed prior to underground services, nor will the Town absorb the cost for borings to install underground services, pavement patching, or damages
compliance.
Proposed Spot Elevation
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to landscaping. These will be the responsibility of the developer/owner.
17. Existing underground utilities shown on this plan are approximate and were provided by others. All contractors are responsible for verifying the location of all Contractor shall coordinate, obtain and pay for all required permits and licenses to perform the
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Scale:
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underground utilities prior to commencing work. work and shall be responsible for traffic control while performed said work.
Vertical Scale:
n/a
18. Approval of any signage is not implied by this review. Please obtain a sign permit from the Department of Planning and Development for approval of any
freestanding, building mounted, or monument signs.
Date:
July 20, 2021
19. A geotechnical analysis has not been performed. all paving recommendations are typical and should be verified by geotechnical analysis and geotechnical
recommendations should be followed.
Project No.:
P210163
Drawn by:
PRJ
Checked by:
SM B
Sheet:
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