NCC221928_Site Plan or Location Map_20220526

Star Realty, Inc.
D.B. 3545, Pg.177
PIN:530618405542
Undeveloped / Wooded
HB Zone
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20' Utnhty Easement
per M.B- 44, Pg. Ill
Existing Power Pole
and Overhead Power
Line to be Relocated.
Permanent Drainage and Utility Easement
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15- Utility Easement
I per W8. 44, Pg. III
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bumosters D
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24' (Typ.) 19' (T YP.)
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Thomas Littleton b/B/A
Eastside Auto Salvage
D.B. 2403, Pg. 768
PIN:530618407359
Car Sales Lot
HB Zone
20' Utility and Access
Easement per M.B. 44, Pg. 1I1
S16°20'04"E 326.90'
Star
water Sand Filter
— -�- —
(See betail Sheet)-
—
QD
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B Pac
Install 2 - "No Parking"
Signs and Paint Curb
Yellow
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Proposed 5'
Combination
Concrete Walk
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8 Spaces
o [Install 2 - "No Parkir
v Signs and Paint Curb
Yellow
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r = N=360,205.83
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E=2,504,70"53
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25' MBL 1I o�
loa604 ram.
Late � 1'R
4--1�EIs
2°BG r43'Rw
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PO
t19' (TYP•) 24' (Typ.) 19' (Typ.)
existing
rock drive
9.5' (TYP-) a)3]1
V! 1
V 1 t ;0
°a n
� a
f` m
f0' Street Lawn I u
Site iJBenchmark
V" X
a Concrete Walk A
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3 4 ° x
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85.00' 88 51' o,
e 9.5' (Typ.) IT Combination
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per D.B. 3920, Pg. 505 —
ti
s
a 25' B-B
chp►
ah l ohp oh
P ePP
hl
1'R 1'R
10' Street Lawn
existing
OrQ\ 30't road
/ ex. cdg
ex. cdg
ex. c&g
Note:
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10 <
N
pis � F
F
4R .¢ N� Q- ?"EIS
6 Spaces (2 H/C) 8' 8' 8' 8' 8' 8' 7 Spaces (2 H/C) / r� 2"B6
a / i
V / 31j N� Proposed
Sign
N
9 Spaces 30MBL 5 Spaces/ y
a /� 1ZAt13 ex. traffic
>- signal pad
/ / `�1o1'L 2� ex. trafficegw 0
signal vault
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00
efo �, oh l
© ex.
� oh 1 P! ohpl � °°Olt ohpl ohpl P I F 2,504 515 4
oh I P
N15°54'32"W 226.2$' e ecaTv
2'EIS
pad
N=360226.70 r,
L ex. t E=2,504,459.62 _ pi
Irn
50' Full Storage 100' Taper L PerTnonent Drainage
Right Turn Lane Right Turn Lane and Utility easunenr �5 x8" "1
per D.B. 3920, Pg. 505 _ FI (V
-----� 694j, � I
Note: See Turn Lane Plan
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For Additional Detail.
I
Iexisting concrete island _
3= N60,057.58
E=2,504,448.52
existing >�
42'± road
C�
Contractor shall insure that he and all his workers (contractors, subcontractors and
other site personnel) do not damage construction stakes or other measures used in
laying out the project whether by the Engineer or another entity including those
under the employ of the contractor. Contractor shall cause his workers to observe
and verify to the fullest extent practicable that stakes, other measures and grades
are, or appear to be, accurate and correct, and immediately, but prior to any
associated work, notify the staking entity of any potential conflict, error or question
regarding the work. The Engineer shall not be responsible if all of the above measures
are not strictly adhered to. The Engineer shall not be responsible where due to damage,
his staking can not be verified. For critical or costly components of the work, where
the contractor believes that staking may not be preserved, the contractor shall request
the staking entity to place staking in an area where its preservation can be insured.
Rev. 3-29-22 ELB - Revise per Onslow County TRC Comments
ex. cdg
Piney Green Road
NCSR 1406 - R/ W Varies
(Public street)
All Radii are 5' Unless All Radii Are
Otherwise Noted From Back of
Curb
ex. c&g
�ex. #raffle sigrxi! Olin
ADA
Parking
Signs
5' Concrete Walk
© o
N
9.5' or 10' 8' 8'Van 8'
Parking Spaces
Not to Scale
Site Benchmark
Top of Flange Bolt
Closest to "0" in
Open Elev. 37.81
Provide One HC Paint
Symbol on Each HC Parking
Space W/White Traffic Paint
12"48"x1/4" Aluminum handicapped
parking sign R7-8 or R7-8A, to read
'Reserved Parking" with identification
symbol (G.S. 20-37.6) bolt to steel tube
with 3/8" cadmium plated bolts, nuts,
and washers
12"x9'x1/4" Aluminum sign R7-8D
"Maximum Penalty $250" (G.5. 20-37.6)
" 1
ESERVE ESERVr=C Standard Colors (All Signs
PARKING PARKING Background - White
Lettering/Border- Green
18" f 18" c;`',. Arrow - Green
Figure - White on Blue Fiel
Corner Radius -11/2" I T
12' 12"
1—
Sign R7-6
MAXIMUM VAN
91. PENALTY 9" C,GE551BL
t250
12, 12'
SIGN R7-8D VAN ACCESSIBLE SIGN
III 1';6'
2 x2 Steel tube extend into colic. filled
4'-6'
pipe 2'4r, Provide welded watertight cap,
paint white
Paint pipe base white
Pavement
I I
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2'-6-
8" Dia. Std. steel pipe filled with
concrete w/46-14" long rebars
each way thru pipe
3.-6"
V-6" Dia, concrete base
,
L.
Sign elevation
1'-6-
Note: Handicapped parking sign shall conform with
current state, local codes d A.D.A. regulations
Handicapped Parking Signage
Not to scale
e 16, oc
CROSS RODS) VENEER TO
TRUSS TYPE HORIZONTAL MATCH BUILDING.
JOINT REINFORgNG O 18' VERIFY WITH
O.C. VERTICAL GROUT OWNER,
CAVITY AND ALL CELLS FULL
N— SEE ELEVATIONS FOR
MATERULL.S AND COLORS
8" CMU BELOW
GRADE
B' CONC SLAB W 8x6x2Ox20
VAPOR BARRIER
NOTE: ASSURE Z500 PSF BEARING CAPACITY BELOW CONCRETE FOOTING.
MIND DESIGN SPEED PER ASCE 7-10
Dumpster Enclosure Wall Section Enclosure Wall Section
Not to scale
12' Typ,
6" 12" Typ 4 g d a1 r—gENE
M t. e a I °
II II
Section View
2.5' from EOP
9"
718" Diameter Hole
6' Long Precast 2• 4 V2" 2"
Bumper Block
,� I I ,� z vz"
2 #4 6"
Reinforcing Bars @ I • 31/2,
CABC no ° ° oa I IAg °wu
Asphalt
2 - 3/4" Diameter Reinforcing
Bar 24" long per each unit
u
Section View
Precast Concrete Bumper Block
Not to Scale
3"
Slope 4"/Ft.
_ Monolithic Concrete
6"
211 611 pl
8„ 611 v
10,01,
Legend
AG - Above Grade
Ac. - Acres
d C&G - Curb & Gutter
yp) Conc.- Concrete
D.B. - Deed Book
eop - Edge of Pavement
ex. -Existing
o egp - Existing Guy Pole
t— egw - Existing Guy Wire
Q EIP - Existing Iron Pipe
p emh - Existing Manhole
O ECRWM - Existing Concrete Right-of-way Monumeni
esl - Existing Street Light
❑ etsb -Existing Traffic Signal Box
p eup - Existing Utility Pole
U ewm - Existing Watermefer
F.F.E. - Finished Floor Elevation
H/C - Handicap
M.B. - Map Book
Pg. - Page
R - Radius
R/W - Right-of-way
s.f. - Square Foot
O SSS - Survey Spike Set
Typ. - Typical
- Existing Traffic Flow Arrow
V - Handicap Parking Spot
SL Proposed Street Light
- Proposed Traffic Flow Arro
- Stop Bar
STOP
Gas - Gas Line
ohpl ohpl - Overhead Powerline
bumpster Enclosure Materials
Shall Match Building in Color,
Steel Metal Panel
Massing, and Materials.
Gates. Submit to
Owner for Approval
.• -
INSTALL
6' STEEL PIPE
WALK•'
BOLLARDS WITH RING
11.0'
:
FOR METAL
/HINGES
DRAIN
6.0'
�«j 3' CLEAR
(OUTSIDEOF
TSIDELARD
PROVIDE HOBS (8
TO
EACH) AT REQUIRED
o
so
FACE OF IN ,n
•ASSURE 11.0'
LOCATIONS FOR DROP
BAR LATCH To ASSURE
MINIMUM CLEAR
OPENING FOR
REMAIN OPALL DOORS EN
TRUCK
POSITION (W DEGREE
ENTRANCE
ANGLE FROM FRONT
WALL) AND REMAIN
CLOSED WEN NOT IN
USE.
DRAIN
1.0'I
�+il
I 1fl.0'
r.•
PROVIDE B' CONCRETE
APPROACH PAD WITH
THICKENED EDGE AND 8' SLAB.
Duster Enclosure Dimensions
Not to scale
Asphalt
Slope a `/Ft.
m
61-
6"x6" WWF
6'0" CA BC
Slopes may vary but positive drainage must be maintained
Dumpster Pad Detail
Not to scale
Field Book: N/A
Disk Name: Acad 3076
Filename: Rocky Run - Site.dwg KHW
Job No.: S210114-7608
Owner:
Trade Land Company, LLC
426 W. Longmeadow Road
Greenville, North Carolina 27858
Sheet 1 of 9
SITE PLAN
Developer:
SITE
To Jacksonville
Collins Drive
To Swainsboro
Vicinity Sketch
Not to Scale
TRACT DATA
Total Area ........................... 1.63 Ac.,
Acreage in Parks or
other land usage .................. 0 Ac.
Acreage to be Disturbed
or Exposed (Max.) .................. Ac.
Number of Lots ....................... 2
Proposed Use ......................... Retail Shops
Existing Land Use .................... Undeveloped / Wooded
Zone................................. HB
Fire District ........................ Piney Green
ISO Rating ........................... 5
Number of Employees .................. Unknown
Hours of Operation ................... Unknown
Water Service ........................ ONWASA
Sewer Service ........................ ONWASA
Tax Map 1116, Parcel 63.3 PIN: 530618405226
Tax Map 1116, Parcel 63.2 PIN: 530618405376
Deed Ref.: D.B. 4235, Pg. 859
M.B. 44, Pg. 111
SETBACKS
Front Yard ........................... 30'
Side Yard ............................ 10'
Rear Yard ............................ 25'
Side Street .......................... 20'
BUILDING DATA
Existing Building S.F. ............... 0 S.F.
Proposed Building S.F. ............... 9,950 S.F.
Total Building S.F. .................. 9, 950S.F.
PARKING DATA
Parking Required ..................... 1 Space per 400 s.f.=
9,950 s.f. / 400 s.f. _
25 Spaces (1 H/C Space)
Parking Provided ..................... 79 Spaces (4 H/C Spaces)
NOTES:
1. All drives shall be private.
2. All drive signs shall be provided by owner.
3. All drives & parking shall be asphalt.
4. This site is not affected by any special flood hazard per FEMA nap CPN 370340 5306 J
(Onslow County) Effective Nov. 3, 2005.
5. There are no Areas of Environmental Concern as defined by the Coastal Area Management
Act (CAMA) on this site.
6. Boundary data per record data Map Book 44, Page 111.
7. Topography information was created from a ground topographic survey by Johnny J. Williams
Land Surveying, P.C. dated June 3, 2021.
8. There are no Wetlands on this site.
9. Development Area is Partially Wooded.
10. No N.C.G.5. or U.S.G.S. monuments within 2000' of site.
11. Stop signs shall be R1-1, 30"x30" high intensity diamond grade reflective, installed on a
breakaway or two piece "U" channel past, 7 (seven) feet above adjacent pavement height to
bottom of sign face, with a horizontal clearance of a minimum of i foot from existing pavement
edge to outermost part of sign.
12- No Register of Deed search done by or furnished to surveyor regarding deed or covenant
restrictions.
13. The GP5 portion of the boundary work was performed to third order, Class 1. FGCC
specifications, The coordinates were obtained by Real Time Kinematic Differential GP5
Observations using Trimble Survey Grade R85 GNSS Receiver, NCG5 RTK Network Adjustments
to NC Grid NAD' 83, 2011 Adjustments.
14. All distances are horizontal ground, U.S. survey feet
15. Elevation Datum, NAVD '88
16. The existence of utilities may imply the existence of an easement
17. 5tormwater drains to Mott Creek, Classified C NSW.
18. Anyone digging with mechanized equipment in highway right-of-way, private utility easements,
or public spaces will be required by North Carolina law to give notice of the proposed excavation to
all existing area utilities within 3-12 working days before starting to dig. The utility owner is to locate
its facilities in the areas of the proposed excavation. Utility members of NC 811 can be contacted at
1-800-632-4949 or dial 811.
19. For additional information, see other sheets. tlt�IAIpE�ttt�
SPEL
s I457.5
A
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ROCKY RUN ROAD SHOPS
2509 Piney Green Road
Jacksonville Twp., Onslow Co., North Carolina
Bailey and Associates, Inc.
405-D Western Boulevard
Jacksonville, North Carolina 28546
[phone]
DATE: 12/22/2021 GRAPHIC SCALE: 1"=30'
0 10 20 30 60 90
SCALE: 1N= 3DI FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.TidewaterENC.com Est. 1961
Firm License Number: F-0108