NCC223276_Site Plan or Location Map_20220927

SITE DATA
PROJECT NAME:
Crossroads Christian
OL D COON TR Y HOME ROA D
VICINITY MAP
1 If
= 1500'
CONTACT PERSON RESPONSIBLE
FOR MAINTENANCE:
ALLEN BOYD
[e-mail]
252.492.0008
Surface Water Classifications:
Stream Name:
Date of Class.:
What does this Class. mean?
From source to Ruin Creek
December 31, 1989
1. All construction shall be in accordance with applicable municipality 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, the North Carolina
Erosion and Sediment Control Regulations, the final geotechnical report, and General Design Standard. In the event of conflict
between any of these standards, specifications, or plans, the most stringent shall apply.
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 only. The contractor is responsible for horizontally and vertically
locating and protecting all public or private utilities that lie in or adjacent to the construction site. At least 48 hours prior to any
demolitions, grading, or construction activity, the contractor shall notify the North Carolina One -Call Utilities Location Service
(ULOCO) at 1.800.632.4949 for proper identification of existing utilities within the site.
4. The contractor shall salvage and protect all existing power poles, signs, manholes, telephone risers, 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 traffic control plan, the 'Manual of Uniform Traffic Control Devices',
and as further directed by City 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. A pre -Construction Conference shall be held prior to the start of construction. The contractor shall arrange the meeting with the
Town Engineering Divisions.
8. Contractor is responsible for verifying all required permits and approvals prior to commencing construction.
9. 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. The contractor shall use silt fences (or other methods approved by the engineer and applicable
municipality) as required to prevent silt and construction debris from flowing onto adjacent properties. Contractor shall comply with
all applicable federal, state, or local erosion, conservation, and siltation ordinances.
10. The Contractor shall clear and grub the site and place, compact, and moisture condition all fill per the project geotechnical
engineer's specifications. The fill material to be used shall be approved by the Geotechnical Engineer prior to placement.
11. Materials used to construct embankments for any purpose, backfill around drainage structures, or in utility trenches or any other
depression requiring fill or backfill shall be compacted to 95% of maximum density as determined by the modified proctor test as set
out in ADTM Stands D-698. 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. Tests shall
be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representing
the laboratory.
12. Proposed contours and gutter gradients are approximate. Proposed spot elevations and roadway profiles/super elevations are to
be used in case of discrepancy.
13. The contractor shall verify and coordinate all dimensions shown, including the horizontal and vertical location of curb inlets and
grate inlets and all utilities crossing the storm sewer.
14. All curb joints shall extend through the curb. Minimum length of offset joints at radius points is 1.5 feet. All joints shall be sealed
with joint sealant.
15. All handicap ramping, striping, and pavement markings shall conform to ADSA requirements and the 'North Carolina State Building
Code, Vol. 1-C Accessibility Code'.
16. Water and sewer main/services sizes to the property are to be verified by the contractor prior to the start of construction. The
project engineer has attempted to verify sizes from relevant plans, however exact size/dimensions can only be determined from field
exposure of the relevant line.
17. Contractor shall verify all building dimensions with architectural plans prior to staking building.
18. Contractor shall coordinate the sequence of construction with owner.
19. Any blasting that may occur during construction shall conform to all local, state, and federal regulations.
20. Contractor shall apply 6" minimum topsoil to entire area disturbed.
PREPARER'S
VANCE COUNTY PIN:
TOTAL TRACT AREA:
TOWNSHIP:
COUNTY:
CURRENT ZONING:
WATERSHED:
EXISTING USE:
PROPOSED USE:
BUILDING SQUARE FOOTAGE:
Existing Building:
Proposed Building
Total Building:
Existing Parking:
Proposed Parking
The Boyd Works Foundation Inc
560 Vance Academy Road
Henderson NC 27537
Tele: 252.431.1333
William G. Daniel & Associates, PA
1150 SE Maynard Road Suite 260
Cary NC 27511
Tele: 919.467.9708 / Fax: [phone]
75.13 Acres
HENDERSON
VANCE
HR20
RED BUD CREEK
SCHOOL
SCHOOL
176 spaces
Total: 255 spaces
parking requirement at .25 spaces per seat
Q' 150' 300' 450'
(IN FEET)
1 INCH =150 FT
SHEET NO.
DESCRIPTION
CS
- I
COVER
CS
- 2
EXISTING CONDITIONS PLAN 120 SCALE
CS
- 2
EXISTING CONDITIONS PLAN 30 SCALE
CS
- 3
SITE PLAN
CS
- 4
GRADING / DRAINAGE PLAN
CS -
5a
EROSION CONTROL PLAN - PHASE I
CS -
5b
EROSION CONTROL PLAN - PHASE 2
CS
- 6
DETAILS
CS
- 7
DETAILS
CS
- 8
NCGOI NOTES & DETAILS
L -
I
LANDSCAPE PLAN
Engineering Planning
Site Design
1150 SE MAYNARD ROAD
SUITE 260
CARY, NC 27511
[phone]
C-0329
Revisions
09.02.22 Per NCDEQ
1st comments
09.12.22 Per NCDEQ
2nd comments
DEVELOPER:
The Boyd Works Foundation Inc.
560 Vance Academy Road
Henderson NC 27536
[phone]
Project
Crossroads Christian School
Cover
August 5, 2022
1 If
= 150'
Sheet
CS-1