NCC223302_Site Plan or Location Map_20220921

VICINITY MAP
1 If
= 600'
CONTACT PERSON RESPONSIBLE
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PROPOSED
❑ BUILDING ADDITION
D0000�OD000�OD0000 ���
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EXISTING CLEARVIEW
CHURCH BUILDING
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EXISTING CLEARVIEW
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FOR MAINTENANCE:
B. 436--------
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MARK DICKENS
[e-mail]
919.497.7776
Surface Water Classifications:
Stream Index? 28-17-2-3
/ b
Stream Name: Red Bud Creek / �� N/F
/ CALVIN F. ALSTON
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Description: From source to Ruin Creek / D.B. 600, Pg. 823/
Classification: C; N SW
Date of Class.: December 31, 1989
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What does this Class. mean? View /
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River Basin: Tar -Pamlico
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.
B PROPERTIES
1310, Pg. 299
D.B. 1221, Pg. 1 121
D.B. 540, Pg. 650
P.B."T", Pg. 631
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//THOMAS ALS ON
/ AND OTHERS /
/ D.B. 1231/, Pg 72/2
/ P.B."T" Pg. 754/
/ TRACT /4
THESE PLANS ARE IN SUPPORT
OF CONSTRUCTION OF A BUILDING
ADDITION AND PARKING LOT.
N/F
KHAMIS TURPIN
D.B. 613, Pg. 333
P.B."U", Pg. 585
N/F
RAMON H. HERNANDEZ
P.B."T", Pg. 838
D.B. 1238, Pg. 451
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N/F
RALEIGH ROAD INVESTMENTS, LLC
D.B. 1051, Pg. 232
P.B."C", Pg. 48
TRACT 1
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SITE DATA
PROJECT NAME: Clearview Church
OWNER: Clearview Baptist Church
3485 US-158 Business
Henderson NC 27536
Tele: 252.438.8433
PREPARER'S INFO: William G. Daniel & Associates, PA
1150 SE Maynard Road Suite 260
Cary NC 27511
Tele: 919.467.9708 / Fax: [phone]
VANCE COUNTY PIN: 0217.02022A & portion of 0217.02021
& portion of 0217.02023A
TOTAL TRACT AREA: 13.77 Acres
TOWNSHIP: HENDERSON
COUNTY: VANCE
CURRENT ZONING: R15M
WATERSHED: RED BUD CREEK
EXISTING USE: CHURCH
PROPOSED USE: CHURCH
BUILDING SQUARE FOOTAGE:
Existing Building: 22,814 sf
Proposed Building: 21,426 sf
Total Building: 44,240 sf
Existing Parking: 325 spaces
Proposed Parking Total: 331 spaces
parking requirement at .30 spaces per seat
GRAPHIC SCALE
Q' 60' 129 lea
(IN FEET)
1 INCH = 60 FT
N/F
ADAMS JESSE B Jr
PIN: 0217.01015
LAT- 36.3055
1
LONG.-78.4456
t
N/F
ADAMS JESSE B Jr
PIN: 0215.01014A
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N/F
i HAWLEY MAMIE B (BANKS)
D.B. 921, Pgg. 267
i PIN: 0217.01016
SHEET NO.
DESCRIPTION
CS-1
COVER
CS
- 2
EXISTING CONDITIONS PLAN
CS
- 3
SITE PLAN
CS
- 4
UTILITY PLAN
CS
- 5
GRADING / DRAINAGE PLAN
CS -
6a
EROSION CONTROL PLAN - PHASE 1
CS -
6b
EROSION CONTROL PLAN - PHASE 2
CS
- 7
DETAILS
CS
- 8
DETAILS
CS
- 9
NCG01 NOTES & DETAILS
L -
1
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:
Clearview Baptist Church
3485 US-158 Business
Henderson INC 27536
[phone]
Project
Clearview Church
Building Addition and
Parking Expansion
Cover
Date
August 5, 2022
ill =60'
Sheet
CS-1