NCC232765_Site Plan or Location Map_20230914

Vicinitv Map - Not to Scale
Legend:_
Existing
Proposed
Temporary Diversion Ditch
Tpp
Propane
LP
Roof Drain
RD
— - CON
- -
Conduit
-SF
- -
Silt Fence
SF
F - - -
Guy Wire
E
- X -
-
Fence
x x
-FM
- -
Force Main
FM
- - - - - - - -
- - - - - - -
Edge of Pavement
- - - -
- - - -
Storm Drain Pipe
----
Curb and Gutter
Property Line Surveyed
-
- —
Property Line Not Surveyed
. .
Woods / Tree Line
•
— - -
- - —
Right of Way
- -
- -CTV-
-
Cable
CTV
-
-
Centerline
-
- - CHU
- -
Overhead Utility(s) (Generic)
OHU
Underdrain
LID
— - OHE
- -
Electric (Overhead)
OHE
— - UGE
- -
Electric (Underground)
UGE
Limits of Disturbance
— - OHT
- - —
Telephone (Overhead)
OHT
— - UGT
- - —
Telephone (Underground)
UGT
-..-..-..-..-
Ditch
- FO -
-
Fiber Optic
FO
— - GAS
- -
Gas
GAS
- - - -
- - -
Gravel
FM
- S -
-
Sanitary Sewer
S
- - - - - - - -
- - - - - - -
Striping (Parking Lots)
Striping / Road Markings
Tree Protection Fence
TPF
- w -
-
Water
W
Conc.
Concrete
C.P.P.
Corrugated Plastic Pipe
DI
Drop Inlet
DIST.
Disturbed
Ex.
Existing
EIP
Existing Iron Pipe
FES
Flared End Section
IFS
Iron Pipe Set
JB
Junction Box
LF
Linear Feet
MH
Manhole
PP
Power Pole
RCP
Reinforced Concrete Pipe
SF
Square Feet
SSMH
Sanitary Manhole
STMH
Storm Manhole
TSB
Traffic Signal Box
TP
Telephone Pedestal
INV
Invert
Spot Elevation - Top of Curb
TC
Spot Elevation - Top of Walk
TW
Spot Elevation - Flow Line
FL
Spot Elevation - Top of Asphalt
TA
Spot Elevation - Top of Wall
WALL
- - - -99-
- - -
Contours
100
Demo / To be Removed
Railroad Tracks
a-
-
L 4
G-
Concrete
G
20�o�/� Oo��
Riprap
•
Bollard
WM0
Water Meter
wa
Water Valve
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Fire Hydrant
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Utility Pole
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Sanitary Manhole
•
l�1
Storm Manhole
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Telephone Manhole
•
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Temporary Benchmark
Area Light(s)
TSPO
Traffic Signal Pole
-a-
Sign
-•-
®
Catch Basin
CTV'
Cable TV Pedestal
CTV F-1
Cable TV Box
TPo
Telephone Pedestal
FO o
Fiber Optic Marker
WV o
Water Valve Marker
Monitoring Well
TSB E:1
Traffic Signal Box
MB
Mailbox
ED
Not to Scale
Handicap
CB
Catch Basin
oco
Clean -out
©
Gas
Spill Curb and Gutters ati Spill
Proposed Spot Elevation
000.00
Site Development Plan
The Wash Factory
Briarcliff Drive, Town of Clayton,
Johnston County, North Carolina
Sheet Index
Sheet No. Revision No. Revision Date
Sheet Title
C-1
Cover Sheet
C-2
Existing Conditions
and Demolition
Plan
C-3
Site Plan
C-4
Sedimentation and
Erosion
Control
Plan - Phase I
C-5
Sedimentation and
Erosion
Control
Plan - Phase II
C-6
Grading and Storm
Drainage Plan
C-7
Utility Plan
C-8
Circulation Plan
C-9
Landscaping Plan
C-10
Sedimentation and
Erosion
Control
Details
C-11
Sedimentation and
Erosion
Control
Details
C-12
Sedimentation and
Erosion
Control
Details
C-13
Details
C-14
Details
C-15
Details
C-16
Dumpster Details
C-17
Lighting Plan
A101
Floor Plan
A103a
Canopy Plan
A104
Elevations
A105
Elevations
This set containing plan sheets with the dates listed above are authorized for construction on this
the day of , 20 .
by
General Notes
(Engineer)
1. Contact N.C. ONE —CALL (811) to have all underground utilities located at least 72 hours prior to excavating or trenching.
2. No portions of this project limits area located within a special flood hazard area, as determined from
FEMA FIRM map number 3720167900K, panel 1679 K, effective 6-20-2018 and 3720167800K, panel 1678 K, effective
6-20-2018.
3. Parking lot shall be striped in accordance with plan.
4. All dimensions are to face or curb unless otherwise noted.
5. Site shall meet all N.C. Accessibility Code requirements.
6. Construction plan approval from Town of Clayton Engineering Department shall be obtained prior to construction of any street,
water, and/or sanitary sewer and storm drainage systems.
7. Property is subject to encumbrances found upon a normal title search.
8. All distances shown are horizontal ground distances unless otherwise noted.
9. The contractor shall be responsible for verifying the minimum building setbacks prior to construction.
10. The surveyor did not visibly see any cemeteries or marked graves in open areas on the site unless otherwise noted.
11. The contractor shall be responsible for all work traffic control in or adjacent to NCDOT or Town Right —of —Ways. All methods
shall conform with the manual on uniform traffic control devices (MUTCD) and NCDOT standards.
12. Any relocation of existing utilities will be at the cost of the developer/owner. The Town will not accept responsibility for
damages to curb and gutter or street improvements if installed prior to underground services, nor will the Town absorb the
cost for borings to install underground services, pavement patching, or damages to landscaping. These will be the responsibility
of the developer/owner.
13. Existing underground utilities shown on this plan are approximate and were provided by others. All contractors are responsible
for verifying the location of all underground utilities prior to commencing work.
14. 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.
These plans are for bidding purposes only and are not to be used as
Construction drawings unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
CONSTRUCTION SAFETY:
These drawings do not contain the requirements for job safety. All provisions for safety shall
be the sole responsibility of the contractor.
EXISTING CONDITIONS:
The contractor shall be responsible for reviewing all existing job conditions. Any
adverse existing conditions affecting work shown on these drawings shall be
brought to the attention of the engineer for possible clarification and
reconciliation.
ADA AND LEGAL DISCLAIMER:
This document is not represented to comply with all requirements contained in the ADA or
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
compliance.
Site Data
Name of Project
The Wash Factory III
PIN
167900-20-3003
Area of Site
Lot 5 2.74 Acres, 5A 1.70
Acres, 5B 1.04 Acres
Lot 5 119,354SF, 5A
74,205SF, 5B 45,149SF
Property Location
Town
Existing Zoning
PD-MU
Existing Use
Vacant
Proposed Use
Car Wash
Building Footprint
4,454 sf
Building Coverage
3.7% (4454:119,354
Pervious Area
66,646 sf (55.8%)
Impervious Area
52,707 sf (44.2%)
Building Height
28.17' (1) Story
Parking Required
1/200 sf office, 5 queuing
551 sf / 200 sf = 3
Parking Provided
6 Employee, 24 Queuing
Required Accessible
(1) customer + (1) employee
Provided Accessible
(1) customer + (1) employee
Required Loading
0
Electric Provider
Duke Energy Progress Power
Water Provider
Town of Clayton - (1) 2" Meter
and (1) 2" RPZ
Sewer Provider
Town of Clayton - 4" Service
Address
Briarcliff Drive
Governing Ag
Planning Approval:
N.C.D.O.T. Driveway Permit No:
N.C.D.O.T. Encroachment Permit No:
Soils Evaluation Completed:
Erosion Control
NCDEQ Permit No:
Sewer Collection System:
NCDENR Permit No:
Water Distribution System:
NCDENR Permit No:
Owner:
ency Approvals
Date:
N/A
N/A
N/A
A & H 2, LLC
179 NC 97 E,
Tarboro, NC 27886
252-908-4477
NIA
N/A
Town of Clayton
Construction Drawing
Approved for Construction
Date:
Date:
Date:
Date:
Date:
Date:
Town of Clayton Engineering must be contacted it a minimum 48 hours prior to the commencement of
construction activities. This document has been reviewed by the Town ol'Clayton and to the best of oar
knowledge and belief, conforms to all laws. ordinances, policies and specifications that are applicable.
Approval by the Town shall not relieve the Applicant and/or Design Professional from the responsibility for
adequacy of design or for errors or omissions in the plans and specifications and meeting all applicable
standards and regulations.
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Horz. Scale: n/a
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Date: 11-6-2021LO
Project No.: P210046 0
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Drawn by: PRJ/LFH
Checked by: SMB T
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Sheet:
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Town of Cla ton Pro'ect #2021-164-SP
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