NCC216820_Site Plan or Location Map_20211213

Note:
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.
20�Jatural }
1 Buff4r
GL sf
t � I
/ 1
/ I
r
Clearing ` r
Limits at r /
( Boundary
Qryo'`�O�T`StF�i•;
Note:
Burlap shall not be used.
Direction of
Run off flow
Steel Post
Welded Wire Mesh
Erosion & Siltation
Control Fabric Compact
Soil
Steel Post
Welded Wire Mesh
6" Below 6round
Note:
Spacing for posts Shall be:
1. 8 feet maximum with wire mesh
or
2. 6 feet maximum without wire
mesh with extra strength
filter fabric-
- Ground Line
24" Min.
Extra Depth Required
for Non -stable Soils
8• - _1 u t
Section View
Typical Installation of Silt Fence
Nor to Scale
#57 Washed Stone,
or any Other Approved
;.���.}�;r;.:r>r�.e�J6"
Open Graded Stone.
\j\\j\j/\jam\j� Geotextile
Existing Soil Sub bose\\\\/ Fabric
Gravel Area Drive Detail (NON-BUA)
Not To Scale
� / I
- -,� 44----�--�-J
.r
RV
X3i? l Space 3
a
RV +
Space 4
Tract Data
Total Area ..................... 2.52 Ac.
Acreage in Parks or
other land usage ............ 0
Number'of Lots N/A
Minimum Lot Size ............... N/A
Minimum Lot Width .............. N/A
Average Lot Size ............... N/A
Smallest Lot Size .............. N/A
Linear Feet of Streets ......... 680 L.F.
Proposed Use ................... RV Campground
Existing Land Use .............. Single Family
Water Service .................. ONWASA
Sewer Service .................. Onsite Septic
Zone........................... R-8M
Fire District .................. Turkey Creek
TsoRating ..................... 4
General Notes
1. Topographic information was created from a combination of
Lidar elevation data obtained from the N.C. flood mapping
program, and ground topographic survey by Parker & Associates,
Inc. on , NAVD'88 Datum. Lidar contour lines are not adjusted
to match ground shots.
2. Boundary information taken from survey by Parker & Associates, Inc.
dated 1-19-21
3. Development area is currently Wooded.
4. There are no Areas of Environmental Concern (AEC) as defined by
Coastal Area Management Act (CAMA) on this site.
5- Wetlands line delineated by Pittman Soil Consulting
6. Stormwater from this project drains to an unnamed tributary to
Wheeler Creek which is classified as SA;HQW.
7. This site is not affected by any special flood hazard per FEMA CPN
370340 4289 K (Onslow, County) effective date June 19, 2020.
/ , \ Phillis O Hardison \
/ / \ D.B. 2, Pg 591
R
1 \ Single Family ` r /C 1 ` Clearing Limits at
\ \ /
1 / \ fen.
wood - \ \ \
1 C \\ /
1 � �
4 r Boundary �
4
\
588012'55"E 600.06'sf CE
\ I /
z-s71(See
x 32.46
t � M �
firy x32AT x32.39 !"� al x32.563261x \ \
3 3 162.99 ex. storage
X x 3 _ X r6 x 33.66�ry ex. metal ii
I _ / Klan Typ- x garage � x32.56 ' p bemh � � ex. carport
Septic \ave! Stone _ x /
_ -�_ �_Area x \ \ \ / /tail) -'' /7L_\ x32.fa 32.49x x32.77 ` _` n
1 x32.73 �� oS X \
x33.10 X x32.75 „sr x31356
_J `P ^ \ pad ex. building /
`.Pp / / Space 2 %� ° RV -P x31.61 \
� r r x •--- - - - \ Space 1 4 ex. gravel
x32.72 - 1 31.53x 30.75X area X� . \ \
-s
i
/ Non BUAX31.\ s r0 \ 2z
x32.42 / /x31.52 67 Sheet Flow 31.07 / \
ZN
� �m
j
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r d da
us Z
\ I �
GL 32.69
.97 °' 1
o} y°
/ ok aN
J
/ 32.59 521°26'16"W
ex. drive
steps
_-ji
/
Gravel Drive - - - ,9 x30.50 �
/ - - - - / x 30.17 _ x 31.09 ex. wood
\ f To be Placed at �9j - / ex. bricl steps n
"I Existing Grade 31.57 / / i 29.76X 1 planter
RV zp ak oo° x3p05
��, ��
Space 5 3o3Sx x'' / \'?91 c X -
i X31.47 r I RV 29� �; 1 3 ry - 302 S
/ / V� o V� �L ' G yo.
/ 1 1 l / Space 8 / tig�
/ / 1 ✓ / l r x 31� - - �3� �.63 } W41? h . Na. Zg ' ' Ab+'`N 1'ZQ 871
f
n BUA Gravel x (� 32 -
+R //,r
X a, .
N /
ex. inv.
kg 96-32' c /�
Z- 32.39 ; 'r
�otr�
ati Inv. In
3z' 30.74
k10 -
t 32.33 °$ ,
MEG
ex. inv. 32.33±
in 30.64
32.22 / Extend Ex.15"CPP
/ / \ Total Length
Proposed & Ex.
Approx. 40 LF
out30.31` /
x2E.82 \A `�� % x28.26A o 11, 28.67 Water Meter
/ 29. / y �. 1' �, - 6 \ to Serve RV \ / Driveway Entrance to
/ r \ � / �e r - / -3c / Park O� MSG be Paved to R/W Line
0�01 / / i� jX - j � / 1oa /I Mesa /
Buffer
Natural j r RV / / / ' , / AS q�� /i / l Convert eyi I 32.07±
/ Suffer t ` Space 6
*`' / / os � x28.6z ,C .1, / / x / / � / to Traffic a �0
r / �x.24 Bearing Junction
n x / � / / 570°07'03 W End of Stream \
I -`---•,`ten �I / / l��r �� / / Box \ a 3
`ea v'�d° / j / 59.53' Per Preliminary
/ x28.45 �_ a� `'� xi / / Wetlands Delineation / \
- : / Wxq'b1 �t� / / / / _ by Pittman Soil ��.� C
f 1 J 10 u, ° "�' Consulting Dated '4 o
Limuel E Tyrance Jr. it / / / - / toe/ r -- 560 00' 10 W Dec. 2020
D.B. 10E, Pg. 78 - -- - 31 ,
/ l RV / / Wetlands 6.98 `_3 Vi/ ,I, / / / 43.45'
�s
\ R-SM Z ` / //x27.Wx27.3s //
/ Space 7 /� Line (Typ-) .v / /
Single Family /0 / / /jl',(s / S76'01'23'W� f
xz6� �6 i jj p� / j �'' Teresa Wise Hood / eA-
so /�, �, ? al'/ /� / OT / i / / / D.B. 3280, Pg. 406 \ >
a i . ' ,
10
'4,�a`o�� j�' / / / M.B. 60, Pg. 36 �` / \''
x26.144' ��// �/ R-8M r
Sin le Family\
f � � ^COB � � � � / �c � ' ° \ •
Nil _�i / - / 2g/ / _ J
Limits nt 1 / • / � `I' `y� � _ / 1
565°40'55"W
r / V All
41 ay
41
-tie,\ \ vk r \
Johnnie Williams Gordon Heirs \ \ Ella Mae Williams Heirs
/ / D.B. 568, Pg. 874 / \ D.B- 288, Pg. 456
/ R-8M \ \ R-8M
/ / / / 2� // r / / / / ` \ Community Building ` r Single Family
Comp.
/ /_�JI
j l
Rev. 10-26-21 ELB - Revise Clearing Limits and Label Radii.
Rev. 6-8-21 ELB - Change Drive Width to 20" change to Asphalt Drive, move dumpster pad, add traffic bearing junction box detail and asphalt paving detail.
Field Book: Sneads Ferry Area #!4, Pg. 66
Disk Name: Acad42944
Filename: RV Park - Gen dwg ELB
Job No.: S201130-7578
M
N
W
0
0
GRADE
0
M
M
W
w
Legend:
BG - Below Ground
BUA - Built Upon Area
CPP - Corrugated Plastic Pipe
D.B. - Deed Book
ex. - Existing
GL - Ground Level
Inv- - Invert
O ISF - Iron Stake Found
M.B. - Map Book
MBL - Minimum Building Line
MEG - Match Existing Grade
Pg. - Page
R/W - Right-of-way
Typ. - Typical
® WM50 - Wire Mesh Stone
Outlet
x 31.12 - Existing Spot Elevation
CL - Clearing Limits
- - Existing Fence
Existing Water Line
ohpl ohpl - Overhead Powerline
sf sf - Silt Fence
- Water Line
- Wetlands Line
- Woodsline
or-D1.
PLAN
(WITHOUT TOP)
SEE STANDARD 840.54
FOR MANHOLE COVER & FRAME
BRICK MAY BE USED TO
ADJUST FRAME & COVER
TO SURFACE ELEVATION MAX. 1'
CONCRETE TOP SLAB
"B" BARS
STEPS - SEE
GENERAL NOTES
PIPES SH MM
SEE INSET "A" FOR ILLUSTRATION
DOWEL "C" PURPOSES ONLY
SEE NOTE
_"Y" BARS @ 11%"
CONCRETE BOTTOM SLAB SECTION X-X
(WITH TOP)
Traffic Bearing Junction Box
For Use With Pipes 42" and Under
NCDOT Detail #840.34
Not to Scale
r
�' \.\� CAR 0�/
e
• a SEAi.
34976 '
/0-P?-JI
Erosion and Sedimentation Control Notes:
1. Clearing or grading operations shall begin at low points of outfall release
or other locations where sediment control measures are shown on the
plan and the sediment control devices (sediment traps, silt fences,
diversions, stormwater treatment areas, etc, shall be installed before
or simultaneously with the disturbance of any area draining to the device.
2. Sediment control devices and structures shall be installed, maintained and
amended as needed to provide effective control of accelerated erosion and
sedimentation until the contributing watersheds are stabilized.
3. Construction Sequence:
A. Notify Engineer, owner and Land Quality Section prior to beginning
construction.
B. Install stabilized construction entrance at all points of access.
C. Limits of clearing will be as shown. Owner may lessen the amount to clear.
Confirm prior to start of work. Silt fence shall be installed at the down slope
edge of clearing immediately after a lot is cleared. Silt fence shall be
maintained until the lot is stabilized completely. Silt fences are shown based
on topographic information in the locations expected to be needed to trap
sediment prior to entering down slope areas. Actual locations of installation
shall be adjusted to the actual physical on site topography. That is, where silt
fence is not shown on the plan but the actual topography reflects a downward
slope, silt fence shall be installed. Where the actual topography reflects an
upward slope silt fence is not required.
D. Clear entire area within the clearing limits as shown.
E. Immediately seed and mulch all Areas that are not to be improved wiht Non BUA Gravel.
F. Maintain erosion control measures as needed to assure full functionability.
G. Non BUA Gravel to be installed as shown on plans at existing grade.
H. Provide ground stabilization (Temporary or Permanent) on perimeter areas and
slopes greater than 3:1 within 7 days following the completion of any phase of
grading or construction; and 14 days for all other areas internal to the project.
4. Seeding Specifications:
Apply lime and fertilizer and work into 4 - 6 inches of soil. Seed mixture shall be
distributed uniformly and covered with a clean straw mulch. All mulch shall be crimped
or asphalt tacked to hold in place. Material and application rates as follows, and are
generally considered minimums. *Mulch rate to be doubled is crimped*:
Material Application Rate
Lime 3000 lbs./ac.
Fertilizer (10--10-10) 750 lbs./ac.
Mulch 2 tons/ac.
Asphalt Tack 435 gal./ac. (Max)
Permanent Seeding
Common Bermuda
(Unhulled Sept. 1 - April 1) 100 lbs./ac.
(Hulled April 1 - Sept. 1) 75 lbs./ac.
"Rebel" Fescue 50 lbs./ac.
Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac.
German Millet (April 1 -- Sept. 1 only) 50 lbs./ac.
Temporary Seeding
Dec. 1 - April 15
Kobe Lespedeza 50 lbs./ac.
Rye Grain 120 lbs./ac.
April 15 - Aug. 15
German Millet 40 lbs./ac.
Aug. 15 - Dec. 30
Rye Grain 120 lbs./ac.
5. Once all areas have been stabilized, contractor is to remove temporary erosion control
measures, regrade, & mulch to restabilize these areas.
Maintenance Plan:
1. All erosion and sedimentation control devices shall be checked for stability
and operation following every runoff -producing rainfall event and in no case
less than once every week. Any needed repairs will be made immediately to
maintain all devices in the operating conditions intended.
2. Sediment shall be removed from behind silt fence when it accumulates to a
depth of six inches.
3. Sediment shall be removed from the inlet protection devices when storage
capacity has been approximately 50% filled.
4. Any sediment tracked onto adjacent pavement shall be removed immediately.
5. A maintenace log of all erosion control in spections and maintenance performed
shall be kept onsite at all times.
6. Any sedimentation that occurs into the offsite stormwater drainage network
shall be removed immediately to prevent the stormwater device from
sediment accumulation.
General, Grading, Drainage, Erosion and Sedimentation Control Plan
Ohana RV Park
(221 Fulcher Landing Road)
Stump Sound Twp., Onslow Co., North Carolina
Owner: Jonathan Lee
& Jennifer W. Wall
221 Fulcher Landing Road
[phone]
DATE: 02-23-21 GRAPHIC SCALE: 1"=30'
0 10 20 30 60 90
SCALE: 1r, =30 FEET
PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540
Sheet 1 of 1 Phone [phone] - Fax [phone]
Firm License Number: F-0108