NCC214557_Site Plan or Location Map_20210817

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6PS GRID �TH !
NAD 83 (2011) ! Willie Milton White Jr. &
! Stephanie Renee White
! D.B- 4649, Pg, 367
Zone - CC
! Vacant /Driveway
! 4' Natural
ISS Perimeter '
R
N=367,134,86 Lawn
J:SS 4,511,39 S08005'03"E 187.24' [179.09'1
Comp - w w —
4 w I-
wlF w w -
Z0' t)roi-ge 1 Ilia w
N - w w
rn w w � 1-•\
Richard L_ McInnis ` w
Michael E. McInnis
D.B. 1615, Pg. 832 a - 1 w w:
M.B. 37, Pg, 170 w "i w
Zone - CC Comp w wl w w y W : Sand Filter
See sheet 5
Johnson Supply w l w w w w
of 7 far Detaik
Uplands /J
��
ex. q ditch is �bq
Property 1,.ine ??
4' Natural
Perimeter
Lawn w w
568"33'02"E w / w Wetfards
comp w w w -Line (TYp)
23,i1' w v w w
w fonds �Q
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it
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a w w w w '4,w w w
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Perimeter lawn
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ex_ N01 22 45"WI2011 Iii
CampSTOP
LL
oh t
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oh
ISF
5055'54"W 96.94'
�-`---
N88°14' 36"E
4" �'
ISF — -
Proposed
4.99'
N=367,096.6.9
8' Street Lawn
4
5' Sidewalk
E=2,484,307.95
H/C Ramp
H/C Ramp
Pedestrian
See Detail
See Detail
Easement
-cdy
Width Varies
epop
Proposed
5' Sidewalk
eC ex. concrete
drive
nv-rAa
I Comp
Dumpster Pad
To match Building
Materials, Coors
and massing
(See detail)
on sheet 7 of 8
ro
P-40 T T
Carolyn Faye Ahord Willie Milton White Jr. di
DA_ 1794, Pg. 877 � Stephanie Renee White
Zone - CC D.B. 4649, Pg. 367
Vacant/Undeveloped Zone - CC
Vacant /Driveway
4' Perimeter Lawn
I �
T5F
508005' 04"E 200.00' COMP S07°48' 40" E 104.134' 2" Ara
�3
I
ex. Tree Line 20'(Typ) bs
to
♦� m Accessible �no
J Asphalt � esp Way I
I
U)171111111
I n
a
o o Loading/Unloading Zone
66. �
225.00 _ p ... 12.50'
ropospd Shoe I I 4' Perimeter Lawn j
-- - e I Mu Ton M ndoza �
D.B, 2857, Pg. 475 N�
> I S / I W Zone - CC +
t a I as m "t John Star Electrical y
i I oa I$ O ao O O 20 (ryp} I ,u
18
p l ....- - !ii- 1✓ I aexistingBuildiruW- chain link
C� a
I
24"
10 ISpaces ` , l
i---i {Tr)
1h21�
Q . ISF =_
4" B6—
N09034' 19"W
Proposed
99.98'
5' Sidewalk
efh existing curb cut
for drive
Site
Benchmark
TRACT DATA
Total Acreage ................ 2.52 Ac.
Front
Yard ...................
35
feet
Acreage of Land to be
Side
Street ..................
35
Feet
Disturbed and Exposed........ 2.1 Ac.
Side
Yard ....................
As
required per landscaping
Acreage in parks or other
Rear
Yard ....................
As
required per landscaping
recreation land usage........ N/A
Acreage in
open space (Required) ....... N/A
Acreage in
Building Data:
open space (Provided) .......
N/A
Zone ..........................
CC (City of Jacksonville)
Max. Building Height allowed ........
75'
Number of hots Existing ......
1
Proposed Max. Height of Building ....
? (One Story)
Number of Lots Proposed ......
1
Sprinkler ...........................
??
Number of Units ..............
6
Proposed Building Square Footage ....
18,000 S.F.
Minimum Lot Size Allowed .....
N/A
Existing Building Square Footage ....
2,243 S.F.
Average Lot Size .............
N/A
Existing Building to be Removed .....
2,243 S.F.
Ownership Status .............
Fee Simple
Total Building Square Footage .......
18,000 S.F.
Type of Units ................
Commercial
Construction Materials...............
Block, Steel
Density ......................
N/A
& Bricks
Proposed Use(s)...............
Flex Space
Construction Type ...................
II B
Existing Use(s)...............
Dwelling, Storage
Water Service ................
City of Jacksonville
Sewer Service ................
City of Jacksonville
Parkin Data:
Tax Map 347C, Parcel 10: PIN 4386104664950
Parking Required .............. 1 Space per 500 S.F.
Deed Book 5288, Pg. 536
(18,000
sf/500 sf) A
Map Book 54, Pg. 67
36
Spaces (2 h/c spaces)(Min. Allowed)
54
Spaces(3 h/c spaces)(Max. Allowed)
Parking Provided ............. 42
Spaces (2 h/c Spaces)
Note.
Compact Spaces Provided....... 0
Spaces
Existing Parking .............. 0
Spaces
Contractor shall insure that he and all his workers (contractors,
Total Parking ................. 42
Spaces (2 H/C Spaces)
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. 7/7/2021 SWB - Add to Note 25. Changed Proposed Crosswalk to 5' Sidewalk, and 3t Pedestrian Easement to Varying Width.
Rev. 6/17/2021 SWB - Plot for Signature
Rev. 6/7/2021 SWB - Changed use to f lex space. Added truck movement and second accessible way, added to Dumpster Label, added 20' Drainage Easement, added FH and added note 30 and Construction Type.
n
O esd Accessible
W°)' i
37,50' 37.50 o .37,50' 37.50' y 37.50'. 70.53`
ieop
� 1
Proposed 5' �� Asphalt ex. asphalt
�I■� „ I
Sidewalk o 4 35'MBL -�- I y` Pw ►ig s I
E--- f 8 B' 8` i z
Site
Benchmark
Site BM
Bolt on FH closest
to "m" in Mueller
Elev. = 26.54
1oa-pp
-�-- I 8 Street I- . 1 m 4 _
Lawn ex.
Woad I : a.existing side�yaEk 4 a o
o.
o ex. asphalt m
10` o '4• i m drive
w I x ePP
(gyp) 4'R 1 ,Q� el el ePP ohpl ohpl
" s •
—"......�.�.. mow. r-w• i.-ws �� „�rw ���
- ISF
N10°19 4" 66
8' Street Lawn
Pedestrian
s Easement
o --
Width Vories
Bell Fork Road VV
N°C.S.R.130S - 60
o (Public Street)
ePP �- existing curb cut
existing curb cut for drive
for drive
Notes:
1. Development area is partially cleared.
2. All easements to be public drainage & utility easements at dimensions shown, unless Otherwise
noted. Easements shown as — — — ` — — — or
3. There are no Areas of Environmental Concern (AEC) as defined by Coastal Area Management
Act (CAMA) on this site.
4. Wetlands per "Preliminary Upland/Wetland Delineation" by Land Management Group January
20, 2021.
5. This project is not affected by any special flood hazard area based upon FEMA map CPN
370178 4386 J (City of Jacksonville). Effective November 3, 2005.
6. Boundary & Topography information shown is from an actual survey performed by Parker &
Associates, Inc. dated November 2020.
7. Adjoining property information per Onslow County Tax Records.
8. For additional details, see specifications and additional plans.
9. Exterior lighting to be by others, exterior lighting shall not adversely affect any traffic or
adjacent properties. Lighting design to be by others. Lighting to be BUG Rating - 0 Rating.
10. All distances are horizontal ground, U.S. Survey Feet. ,
11. No Register of Deed search search done by, or furnished to surveyor in regarding Deed or
Covenant Restrictions,
12. Existing ditch banks are not to be disturbed. If existing ditch banks are disturbed, they shall
be regraded to have 3:1 or flatter side slopes and the centerline graded to produce positive
drainage.
13. Elevations per NAVD '88 Datum.
14. Sidewalks shall be free of cracks and breaks prior to the issuance of a Final Certificate of
Occupancy.
15. The existence of utilities may imply the existence of an easement.
16. No U565 or NCG5 monuments within 2000' of site.
17, Setbacks are subject to change and should follow correct zoning setbacks requirements,
18. All Stop signs will be RI-1, 30" High Intensity Prismatic. Mounting Height is 7' to the bottom
of the sign. Galvanized U-Channel posts are recommended for mounting.
19, All Traffic Control Devices, (signs, pavement markings, etc_) will meet the Federal MUTCD,
NC supplement to the MUTCD, and City of Jacksonville MSSD standards.
20. Areas noted for trails and greenways and/or required sidewalks shall be unobstructed from
6 inches below grade to 10 feet above grade (overhead clearance), Telephone pedestals,
electric transformers, drop inlets, fences, or any other obstructions shall be removed and/or
relocated in order to create and maintain this clearance and shall be free of cracks and damage
prior to the issuance of a Final Certificate of Occupancy.
21, Parcels within this project are subject to the provisions of the sewer allocation policy of the
City of Jacksonville and that sewer capacity for any particular parcel may or may not be available.
22, Pedestrian cross -walks need to be painted and signed in accordance with
the MUTCD.
HIC Ramp
See
See Detail
NI(r26'01"W 171,17
Proposed
5' Sideo
drive k
oh 1
a P Rom_
� ex -clog
HCRap
I5F `o
2134
See Detail
4" B6
N=366,623.80
f=2,484,385.54 j \
PKS
Pedestrian
Proposed
Easement
5' Sidewalk
Width Varies
a
23. Stormwater from this drains to an unnamed tributary to Scales Creek which
is classified as SCHQW, NSW.
24. The owner of this project may be eligible for a partial reduction in the monthly
stormwater fee that will be associated with this development. To qualify for a
fee credit the owner will need to provide a completed credit application, copy of
the city or state issued stormwater permit and a copy of the site plan. This should
not be done prior to the project being completed.
25. All construction shall be completed in accordance with The City of Jacksonville's
Manual of Specifications Standards and Design (MSSD). A copy of this manual
is available in the Public Services Department in Jacksonville City Hall, or City's Website.
26. 51opes: 3:1 Seeding Allowed, 2:1 Sod Required, 1.1 Not Allowed Unless Engineered
(Retaining Wall) and Not Within an Easement.
27. It shall be unlawful for any person to make any excavation or do any other work
which may cause a dangerous condition in or on any street, alley, sidewalk, public
way or public place in the city, unless a written permit therefore shall have been
first shall be obtained from an officer of the city vested with authority to grant
the some. No permit shall be issued in any case where a bond is required, until a
bond shall have been executed.
28. Erosion Control Measures are performance based and may require adjustments as needed.
29. For Erosion Control requirements, refer to the approved permit / plan.
30. All proposed curb and gutter within the right-of-way will meet the M55b's and
match existing curb grade.
Field Book: Mise #182, Pg. 1-4
Disk Name: ACAD #2960
Filename: Bell Fork Road Shop Site.dwg SW8
Job No.: 5200727-7445
ex-c&g ex. concrete
--
�--� drive
ow
All Radii are
From Back of
Curb and are
5' Unless
Otherwise Noted
•RClj��i
-Z31.
4 SEAL
• 3457
Fr
?'"f-011
Legend:
Ac, Acres
AG - Above Ground
B& - Below Ground
rL- Centerline
C&G - Curb and Gutter
ex-c&g Comp - Computed Point
------- D.B. - Deed Book
o ecaty - Existing Cable Television
- el - Existing Light
+elp - Existing Light Pole
p emb - Existing Mail Box
p ep - Existing Post
O epp - Existing Power Pole
Q esd - Existing Satellite Dish
p esp - Existing Service Pole
p eugv - Existing Underground Vault
ex. - Existing
FFE - Finish Floor Elevation
Inv.- Invert
(D ISF - Iron Stake Found
MBL - Minimum Building Line
M.B. - Map Book
N.C.5.R. - North Carolina State Road
Pg. - Page
C) PKS - PK Nail Set
R - Radius
RI55 - Reference Iron Stake Set
A/W - Right of Way
S.F. - Square Feet
Typ. - Typical
[ j - Distance to Reference Iron
Truck Movement
... ... -T-- - ex. Ditch
- Handicap Parking
- ohpl - Overhead Power Line
STOP - Stop Bar
slop - Stop Sign
4 -Traffic Flow
SITE PLAN - Type I
BELL FORK SHOPS
823 Bell Fork Road
Jacksonville Twp., Onslow Co., North Carolina
Owner/Develaper: LLOMEL., INC.
10520 Ligon Mill Road, Suite 104
Wake Forest, N.C. 27588
[phone]
DATE: 11/18/2020 GRAPHIC SCALE:_1"„=30'
0 10 20 30 60 90
SCALE: 1 =30' FEET
PARKER & ASSOCIATES, INC.
Engineers - Surveyors - Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Sheet 1 of 8 Phone [phone] - www.ParkerJacksonville.com
N.C. Firm License Number: F-0108