20190117 Ver 1_More Info Received_20190225

Strickland, Bev
From: Tony Moctezuma <[e-mail]>
Sent: Monday, February 25, 2019 1:57 PM
To: Mairs, Robb L
Subject: [External] Re: Harvest Meadows Sub. 20190117
Attachments: PrelimPlat.PDF; Wetlands Impact Map 1 of 2.PDF; Wetlands Impact Map 2 of 2.PDF
[e-mail] External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
=•
Attached are the Impact Maps and Preliminary Plat for Harvest Meadows as requested.
Thanks
Tony Moctezuma, Staff Engineer / doh
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
ParkerJacksonville.com
. Tk
On 2/25/2019 10:14 AM, Mairs, Robb L wrote:
Tony,
As discussed, please provide the site plans for this PCN application. Also, the current contact for the 401
& Buffer Permitting Branch is Ms. Karen Higgins.
Thanks,
0a
Robb Mairs
Environmental Specialist II
Division of Water Resources
North Carolina Department of Environmental Quality
910 796.7303 office
robb.mairs(cDncdenr.gov
https://deg.nc.gov/about/divisions/water-resources/water-resources-permits/wastewater-branch/401-
wetlands-buffer-permits
1

127 Cardinal Drive Extension
Wilmington, NC 28405
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mo

I I
� 3 i F
I3
d
Morton Manan 4 I
M.B. 22, Pg. 216 I
Single Family I
RMF -LD Zone
_ I 37.
'_ ` I
2 ,
� I
rI -
y Inv. In
inv. 1 31.54 O
I �.. � I 31.54--.: '� •.
verse Tap 1 1 1 1 31.
x8" Tapping Sleeve 31.13
50 L.
F. Garel I
1 1 16" Steel Casing
` 0.250" Min.
Wall Thickness I
v 'tY
O N
>~ 1
QV \z
�P
Plan View
Scale: 1"=40'
EEO
35
30
Conc.
m
N CO
97 O
8" PVC Water
4' Behind BOC
Legend:
Ac. - Acre
■ CMF - Concrete Monument Found
O Comp. - Computed Point
D.B.- Deed Book
ex. - Existing
O IPF - Iron Pipe Found
0 ISF - Iron Stake Found
M.B. - Map Book
Pg. - Page
R/W - Right-of-way
SF - Square Feet
x - Wetlands Fkg
U - Wetlands
Impact Area
0.01 Ac.
shed
Grade
.2�
9-
m
`
=450
4211 RCP exi
— — dit
ting
h
Inv. In
ex. 24" rcp
31.54
Inv. Ou
31.06
(-)0+50 0+50
Section View
a
35
30
Scale: Harz. 1"=40'
Vert. P=4'
Wetlands Impact Map - Sheet 2 of 2
Ar -`F 0+00
Profile View
Scale: Harz. 1"=40'
Vert. 1"=4'
projen: Owners' Date: 10/24/18 PARKER & ASSOCIATES INC.
Scate: 1"= 300'
HARVEST MEADOWS South State Development LLC Field book: Country View, Pg. 54-64 Engineers - Surveyors - Planners
121 Garnet Lane File Name: KRT-Gen.dwg Jacksonville, North Carolina
Jacksonville, NC 28546 Disk Name: Acad #2738 P.O, Box 976 - 306 New Bridge Street - 28540
Jaoksonville Twp., Onslow Co., North Carolina Drawn: BLD Phone [phone] - www.ParkerJacksonviiie.com
Job No.: 5151119-6150
N.C. Firm License Number: F-0108
1+00
.2�
9-
m
`
=450
ciod
=on
q. Win.
Typical
ex. 12"
waterline
ex. 18"
mterime
2" BO
35
24"
Min.
M
50 L.F. Bore
16" Steel Lasing
0.250" Min.
Wall Thickness
H
30
�
i.
N
r1G
vc�i
H
oxiv
H
Ar -`F 0+00
Profile View
Scale: Harz. 1"=40'
Vert. 1"=4'
projen: Owners' Date: 10/24/18 PARKER & ASSOCIATES INC.
Scate: 1"= 300'
HARVEST MEADOWS South State Development LLC Field book: Country View, Pg. 54-64 Engineers - Surveyors - Planners
121 Garnet Lane File Name: KRT-Gen.dwg Jacksonville, North Carolina
Jacksonville, NC 28546 Disk Name: Acad #2738 P.O, Box 976 - 306 New Bridge Street - 28540
Jaoksonville Twp., Onslow Co., North Carolina Drawn: BLD Phone [phone] - www.ParkerJacksonviiie.com
Job No.: 5151119-6150
N.C. Firm License Number: F-0108
1+00

Buck Branch
Traverse of Buck Branch
Branch Per M.B. 25, Pg. 109
The run being the properly line
KG 6 Benjamin 5. Gibson Jr.
Sandra Casper By Will
—"JI
Jane Collins
D.B. 1569, Pg. 108 ;` \
James H. 6 Kathy
1
J. Morton
D.B. 387, Pg. 430
Morton Manor i
M.B. 21, Pg. 233
J , ?�
Morton Mamr4
M.B. 22, Pg. 216
Morton Elwood
M.B. 26, Pg. 39
2a
Se
23
83O
u
82
C
21
81
20
80 \/
7.
Morton -Manor
5—�
M. B. 23, ang. 114
Tiff Lynn Morton M
By Will M
wolfs
wap
Jimmy L Smith
D.B. 264, Pg. 249
/Jimmy L 5mith
D.B. 391, Pg. 675
•� Undeveloped/Geared
. �'.. RSF-20 Zone
G32
O
\
v 4 \
a
Ramsey Road 60' WW
3
6 i
Tract 2 2
. _
'
J
Kurney W.
Subdivision O
�Cemetey l
Ma 70,
Pg. 42
60' R/ W - NCSR 1326
a�
3
��` i; i
7 i
1�" _'
6. 4 3
'' ''
Iron Elwood
1. 26, Pg. 39 '
Morton Momr4
Morton Mawr 4
M.8.22, Pg. 216
M.B. 22, Pg. 216
Morton Elwood
MB. 26, Pg. 39
Morton Mamr 5
M.B. 23, Pg. 114
O
Phillip 6 Marcia K Morton
38 D.B. 1620, Pg. 546
LJ
Phillip Brandon 6
41 Brittany Parker Morton
D.B. 4724. Pg. 575
M.B. 39, Pg. 54
James Harold 6
Brenda 5. Morton
D.B. 1620, Pg. 548
M.B. 39, Pg. 54
/ \ Kenneth Ise Jarann Hein
L/0 StesenMorton
0.6.4705,, P Pg. 818
1
=��
Tract 5
MB. 39, Pg. 67
Ramsey Road 60' WW
Daniel A Jessie H Morton
N.C.B.R 1324
0.8.1620, Pg. 542
5�:
(o„pao6
L D Pierce 6 Hattie
Bea
O.B. 333, Pg. 670
I Wetlands Impact #11
Le encs:
Ac. - Acre —
■ CMF - Concrete Monument Found
O Comp. - Computed Point
D.B.- Deed Book
ex. - Existis,
O IPF - Iron Sipe Found
O ISF - Iron Stake Found
M.B. - Map Book
Pg. - Page
R/W - Right-of-way
5F - Square Feet
x - Wetlands Flag
rl - Wetlands
Notes:
Vicinity Sketch
Not to Scale
1. Work to reroute the existing drainage shall be done during periods of dry weather. In the event that a rainfall
should occur during construction, the contractor shall pump around site drainage to a sediment trap or basin to
prevent any additional impacts to the stream.
2. Wetland crossings: initial disturbance of these areas shall be limited to only that area minimally needed to allow
passage of construction equipment to prepare for the installation of the crossing and to execute upland
construction on the opposing side of the crossing. Grubbing or land disturbance of the subject area shall not be
performed until the culverts, backfill material, erosion and sediment control materials or devices sufficient to
substantially complete the construction and stabilization of the crossing are staged or stockpiled at the location.
Due consideration shall be given to impending inclement weather Conditions that may adversely affect the
completion of the crossing in the shortest time practicable.
3. Drainage work shall be completed in the minimum time necessary. ,
Construction Sequence:
4. No construction of the drainage for the wetland impact shall commence until all materials needed for the impact
are staged on site, and the temporary dams are installed to impede flows.
5. Establish clearing limits per approved plans. Clear and grub impact area as needed. Immediately install the
temporary dams upslope of the headwall. Temporary seed and mulch disturbed area. Do not clear or disturb any
unpermitted areas,
6. Install drainage. Fill, compact and finish grade area.
7. Install permanent ground cover (sod) on slopes near the headwall and pipe outlet.
8. Install silt fence qt toe of fill slope and as needed to prevent erosion.
9. See the construction plans for additional details.
10. See wetlands permit for additional requirements.
Wetlands Impact Map - Sheet 1 of 2
Praed: °w°`rs PARKER & ASSOCIATES INC.
Date: f 0/24/18
Style: 1"= 300 �
South State Development LLC Field book: Country View, Pg. Engineers - Surveyors - Planners
HARVEST MEADOWS AU121 Garnet Lone File Name: KRT-Gen.dwg Jacksonville, North Carolina
Jacksonville, NC 28546 Disk Name: Acad 92738 P.O, Box 976 - 306 New Bridge Street - 28540
Jacksonville Twp., Onslow Co., North Carolina Drawn: BLD
Job No.: 5151119.6150 Phone [phone] - www.Parkenlacksonville.com
N.C. Firm License Number: F-0108
0
Ramsey Road 60' WW
N.C.B.R 1324
5�:
(o„pao6
To Kellam
Loop Road
Bea
S=
a�
3
3
C ��P
Vicinity Sketch
Not to Scale
1. Work to reroute the existing drainage shall be done during periods of dry weather. In the event that a rainfall
should occur during construction, the contractor shall pump around site drainage to a sediment trap or basin to
prevent any additional impacts to the stream.
2. Wetland crossings: initial disturbance of these areas shall be limited to only that area minimally needed to allow
passage of construction equipment to prepare for the installation of the crossing and to execute upland
construction on the opposing side of the crossing. Grubbing or land disturbance of the subject area shall not be
performed until the culverts, backfill material, erosion and sediment control materials or devices sufficient to
substantially complete the construction and stabilization of the crossing are staged or stockpiled at the location.
Due consideration shall be given to impending inclement weather Conditions that may adversely affect the
completion of the crossing in the shortest time practicable.
3. Drainage work shall be completed in the minimum time necessary. ,
Construction Sequence:
4. No construction of the drainage for the wetland impact shall commence until all materials needed for the impact
are staged on site, and the temporary dams are installed to impede flows.
5. Establish clearing limits per approved plans. Clear and grub impact area as needed. Immediately install the
temporary dams upslope of the headwall. Temporary seed and mulch disturbed area. Do not clear or disturb any
unpermitted areas,
6. Install drainage. Fill, compact and finish grade area.
7. Install permanent ground cover (sod) on slopes near the headwall and pipe outlet.
8. Install silt fence qt toe of fill slope and as needed to prevent erosion.
9. See the construction plans for additional details.
10. See wetlands permit for additional requirements.
Wetlands Impact Map - Sheet 1 of 2
Praed: °w°`rs PARKER & ASSOCIATES INC.
Date: f 0/24/18
Style: 1"= 300 �
South State Development LLC Field book: Country View, Pg. Engineers - Surveyors - Planners
HARVEST MEADOWS AU121 Garnet Lone File Name: KRT-Gen.dwg Jacksonville, North Carolina
Jacksonville, NC 28546 Disk Name: Acad 92738 P.O, Box 976 - 306 New Bridge Street - 28540
Jacksonville Twp., Onslow Co., North Carolina Drawn: BLD
Job No.: 5151119.6150 Phone [phone] - www.Parkenlacksonville.com
N.C. Firm License Number: F-0108
0

Rear MBL
�lo
la ' No Parking Allowed
vt Within City R/W
Typical 4 Bedroom
Residence
4 Spaces Required
(Garage Not Applicable)
I�lim71milm
Utility&
Access
•% / / Per MB. 65 g 220
N5130' 19"E-
45.08'
r' ! /
I I an
Jane Collins
D.B. 1569, Pg. 108 See Existing Features i
Single Family / ' z
RMF -LD Zone !/ Plan For Detailed
Existing Features
(Sheet 2 of 17) !
IIFII
James H. & Kathy ®� ePP 5
J. Morton - + 13 3
D. B. 387, Pg. 430
y 1La, T
Single Family oh ®®
RMF -LD Zone 60 / elp \ �Q\
11_
o`l�Q 1� �j., . ' sa 20 q}C, L=45
.� �'6 33.47' /
�f'l`�RJO Q'
Pedestrian� M~
4Q' (O �. I� qol6
\ Easement /�.�° �1F'
I
5f \
O� Ex. 20'/ / ISF \ \�
G Utility / \
�-i•� , \ b Access / / / / and / \
4 / Easement / / shed
3,j / ¢web mp.; 10
ISF / / Morton Maren
Morton Manor 1 v 1 / // \ Ex. M.B. 23, Pg. I'.
M.B. 21, Pg. 233 k fix„ �0 15 Single Famif
MF -LD Zone R / / eg„ 9 1 RMF -L) Zan
RMF -L / / ' _ / b _
epp /
Ex.
20' /1�-�
` 3 . epp
eeb
as-
/ IPF
Morton Manor 4 1�
M.B. 22, Pg.216 2 1
Single Family
RMF -LD Zone / _ N2° 44' 27"W
1 39.95'
N3° 58' 38"W
10.31'
Ex. 20' ►7 /
Note:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do at 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
contactor. 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 at 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 rat be verified.
For critical or costly components of the work, where the contactor 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. 01/29/19 BLD - Revise Boundary, Layout, and Tact Data
Buck Branch
Traverse of Buck Branch
Branch Per M.B. 25, Pg. 109
The run being the property line
Ex. 30' Public Drainage
and Utility Easement
Per M.B. 25, Pg. 109 -
epp epb x epb
/ Tiffanie Lynn Morton
By Will ' T o�� T�
\ Single Family _e"I 2,
RMF -LD Zone ' T-- Ex. 20'
\ Morton Elwood ' I 1 $ I r_ 7 % Ex. 20' Ex. 20' -
\ / M.B. 26, Pg. 39 `- " Morton Manor 4 ` _ I Morton Elwood
V Undeveloped/Cleared ' M.B. 22, Pg. 216 I I M.B. 26, Pg. 39 I
RMF -LD Zone Single Family Undeveloped/Cleared
RMF -LD Zone RMF -1 h Zane
Centerline Curve Data
Curve
W & Benjamin S. Gibson Jr.
Typical Residential
Sandra Casper le Will /Clewed
Lot Parking Sketch
RSF-20 Zone
Utility&
Access
•% / / Per MB. 65 g 220
N5130' 19"E-
45.08'
r' ! /
I I an
Jane Collins
D.B. 1569, Pg. 108 See Existing Features i
Single Family / ' z
RMF -LD Zone !/ Plan For Detailed
Existing Features
(Sheet 2 of 17) !
IIFII
James H. & Kathy ®� ePP 5
J. Morton - + 13 3
D. B. 387, Pg. 430
y 1La, T
Single Family oh ®®
RMF -LD Zone 60 / elp \ �Q\
11_
o`l�Q 1� �j., . ' sa 20 q}C, L=45
.� �'6 33.47' /
�f'l`�RJO Q'
Pedestrian� M~
4Q' (O �. I� qol6
\ Easement /�.�° �1F'
I
5f \
O� Ex. 20'/ / ISF \ \�
G Utility / \
�-i•� , \ b Access / / / / and / \
4 / Easement / / shed
3,j / ¢web mp.; 10
ISF / / Morton Maren
Morton Manor 1 v 1 / // \ Ex. M.B. 23, Pg. I'.
M.B. 21, Pg. 233 k fix„ �0 15 Single Famif
MF -LD Zone R / / eg„ 9 1 RMF -L) Zan
RMF -L / / ' _ / b _
epp /
Ex.
20' /1�-�
` 3 . epp
eeb
as-
/ IPF
Morton Manor 4 1�
M.B. 22, Pg.216 2 1
Single Family
RMF -LD Zone / _ N2° 44' 27"W
1 39.95'
N3° 58' 38"W
10.31'
Ex. 20' ►7 /
Note:
Contractor shall insure that he and all his workers (contractors,
subcontractors and other site personnel) do at 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
contactor. 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 at 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 rat be verified.
For critical or costly components of the work, where the contactor 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. 01/29/19 BLD - Revise Boundary, Layout, and Tact Data
Buck Branch
Traverse of Buck Branch
Branch Per M.B. 25, Pg. 109
The run being the property line
Ex. 30' Public Drainage
and Utility Easement
Per M.B. 25, Pg. 109 -
epp epb x epb
/ Tiffanie Lynn Morton
By Will ' T o�� T�
\ Single Family _e"I 2,
RMF -LD Zone ' T-- Ex. 20'
\ Morton Elwood ' I 1 $ I r_ 7 % Ex. 20' Ex. 20' -
\ / M.B. 26, Pg. 39 `- " Morton Manor 4 ` _ I Morton Elwood
V Undeveloped/Cleared ' M.B. 22, Pg. 216 I I M.B. 26, Pg. 39 I
RMF -LD Zone Single Family Undeveloped/Cleared
RMF -LD Zone RMF -1 h Zane
Centerline Curve Data
Curve
Radius
Length
Tangent
Chord
Bearing
Delta
1
310.00'
294.94'
159.70'
283.94'
N12042'31"E
54°30'42"
2
310.00'
208.54'
108.39'
204.63'
504°43'304W
38032'39"
3
100.00'
66.59'
34.58'
65.37'
N04°55'13"E
38°09'13"
4
100.00'
64.25'
33.28'
63.15'
580005'05"E
36°48'49"
5
100.00'
74.70'
39.19'
72.98'
N60006'30"E
42048'01"
6
100.00'
108.28'
60.14'
103.07'
N0141'12"E
62002'33"
7
100.00'
105.29'
58.12'
100.50'
N53029'57'W
60°19'44"
8
100.00'
30.82'
15.53'
30.70'
574050'00"E
1139'38"
9
310.00'
343.94'
192.09'
326.57'
534°13'07"E
63°34'06"
30
310.00'
59.99'
30.09'
59.90'
N0158'43"W
11005'18"
li
100.00'
52.49'
26.86'
51.89'
N72°31'45"E
30004'20"
12
100.00'
32.03'
16.15'
31.89'
566040'06"W
18021'01"
13
100.00'
157.08'
100.00'
141.42'
N59009'24"W
90°00'00"
14
100.00'
75.94'
39.91'
74.13'
N79°12 'E
43030'41"
15
100.00'
23.61'
11.86'
23.56'
N85°42'53"W
13031'48"
Jimmy L. Smith
D.B. 264, Pg. 249
Single Family/Farm L
RA Zone
45' 5711E 15.$2' N
-550 44' 27"E 74.94'
N
06' 53"E 22.23'
-517° 39' 22"E 73.31'
�_58 18' 31"E 71.56'
/\
x-529° 48'
t6 .71'
32"W 36.49'
24' 61"W 66.19'
Legend:
8-B - Back of Curb to Back of Curb
BG - Below Ground
Comp. - Computed Point
Canc. - Concrete
D.B. - Deed Book
egw - Existing Guy Wire
epb - Existing Phone Box
epp - Existing Power Pole
Ex. - Existing
GL - Ground Level
ISF - Iron Stake Found
IPF - Iron Pipe Found
L - Arc Length
M.B. - Map Book
MSL -Minimum Building Line -
NCSR - Wrth Carolina Secondary Road
PC - Point of Curvature
Pg. - Page
PT - Point of Tangency
R/W - Right-of-way
s.t. - 10'x70' Sight Triangle
Typ. - Typical
O- Curve Number
O- Lot Number
4 i -Existing Lot Number
® - Sto Si n
cap. s ` •�. imp / Jimmy L. Smith P 9
,( D.B. 391, Pg. 675
Comp ICI' Undeveloped / Cleared v - Street Sign
R5F-20 Zone s ,
Camp _ - Wetlands
WW
:omp ohpl -- Overhead Powerline
\_ coma. -..-..-..--Wetlands Lone
camp.
Phillip & Marcia H. Morton
D.B. 1620, Pg. 546
Mobile Home Park
RMF -LD Zone
Phillip Brandon &
Brittany Parker Morton
0 0 D.B. 4724, Pg. 575
D M.B. 39, Pg. 54
Mobile Home Park
RMF -LD Zone
-S54° 22' 31"W 16.65'
-5680 53' 58"W 18.71'
14' 44"W 109.22'
24'40"W77.70'
42'40"W78.02'
''• -
' 1
S50° 35' 34"W 74.70'
�d 11.24'
NO2°28'53"W
James Harold & Brenda S. Morton
��• /
'` Wp
D.B. 1620, Pg. 548
20.56'
508040'46"W
\ M.B. 39, Pg. 54
13.49' W
Farm Equipment Storage
y
Comp \ NC Zone
See Boundary Curve "Cl"
N680 29' 19"W 54.19'
Comp
I 32.92'
58108'55"E
N76" 36'34"W 20.42'
Cmp_
N55020'33"W
- N4005E5'41"W 61.57'
9473' Kenneth Lee Jarman Heirs
- 540013'39"W 59.31'
C/O Steven H. Morton
D.B. 4705, Pg. 818
523049'38"E
Single Family
�--
EXEOP RMF -LD Zone
I -T __T
_7F 17' 25"W 261.82' Ex. 20' --+-l-.L4
11
4� Morton Manor 4 1�3 i t 1�2 i I 1�1
`-� M.B.22,P9.216
Single Family
RMF -LD Zone
Ex. Drummer ellum Road
60' R/ W - NCSR 1326
L D Pierce & Hattie ' Tract 5
D.B. 333, Pg. 670 1 M.B. 39, Pg. 67
Single Family
RMF -LD Zone Daniel & Jessie H Morton
D.B. 1620, Pg. 542
Undeveloped / Shed
Field Book: Country View, Pg. 54-64
Disk Name: Aced 42738
Filename: KRT-Gendwg BLD
Job No.: 5151119-6150
Boundary Line
IIEII To "F"
Bearing
Length
NO2°25'58"W
85.07'
NO2°28'53"W
85.01'
NO2018'04"W
51.68'
575°40'02"E
20.56'
508040'46"W
50.67'
518°32'23"W
105.91'
578°56'59"E
58.44'
See Boundary Curve "Cl"
See Boundary Curve "C2"
N13631'22"W
I 32.92'
58108'55"E
1 97.77'
Boundary Line
"A" To "B"
Bearing
Length
570°35'35"E
73.75'
N40043'21"E
47.32'
550009'53"E
75.10'
571028'22"E
82.20'
N81054'17'E
100.77'
526028'09"E
47.04'
N78059'29"E
59.27'
52115'28"E
33.92'
565°50'46"E
54.99'
N84°09'13"E
27.62'
$20049'26"E
30.42'
562044'08"E
42.41'
543°47'32"W
104.44'
523049'38"E
31.44'
539°11'46"W
68.57'
503004'11"E
42.16'
525003'04"E
22.30'
552047'43"E
68.51'
505053'23"E
39.39'
53105'26"E
43.85'
525054'56"W
71.08'
579°24'14"W
205.56'
56128'24"W
132.50'
506°17'35"W
76.69'
Boundary Line
"C" To "D"
Bearing
Length
N58°13'28"W
19.64'
N23056'45"W
13.99'
N38058'46"W
45.47'
586°23'27"W
18.35'
54150'57"W
30.92'
555°26'59"W
25.22'
501°43'07"W
35.63'
574032'14"W
2'.3.39'
535005'33"E
22.91'
506°08'21"E
15.33'
529019'59"E
44.88'
513058'31"E
13.65'
542°27'32"W
30.73'
554013'55"W
20.82'
564016'28"W
31.14'
529005'22"W
18.64'
547042'26"W
28.61'
578021'32"W
43.54'
N73°03'21"W
25.74'
N36045'20'W
28.17'
N69°44'06"W
21.70'
558°58'21"W
36.13'
566015'47"W
73.28'
501°23'08"W
41.01'
521°29'07"W
32.07'
577°46'07"W
32.51'
551021'52"W
24.33'
585°54'07"W
30.76'
513048'56"W
21.48'
512028'58"E
9.95'
500°11'36"E
52.57'
514°42'50"W
19.06'
N69030'37"W
11.83'
55137'12"W
14.78'
500°49'IVE
17.96'
Owner:
Swath state Development UC
121 Gernat lone
Jacksonville, NC 28546
Morten Investments LLC
121 Garnet lane
Jacksonville, NC 28546
Sheet 1 of 17
Tract Data:
Total Acreage .................. 44.79 Ac.
Acreage in Parks or
other land usage ............ 0
Acreage of Land
to be disturbed ............. 36.55 Ac.
Average Lot Size ............... 17,618 SF
Minimum Lot Size Allowed
Single-family .............. 5,000 SF
Minimum Lot Size Proposed ...... 7,783 SF (Lot 3)
Number of Lots Existing ........ 4
Number of Lots Proposed ........ 96
Linear Feet of Streets ......... 5,608 ± LF
Zone ........................... RMF -LD (City of Jacksonville)
RA Zone (Onslow County)
Density Allowed ................ 8.71/Ac.
Density Proposed ............... 2.14/Ac.
Deed References:
D.B. 4354, Pg. 292
D.B. 4314, Pg. 312
D.B. 3299, Pg. 554
M.B. 39, Pg. 55
M.B. 70, Pg. 42
M.B. 65, Pg. 220
Tax Map: Pin Number:
344 Parcel 7 438802670829
344 Parcel 11 438802677480
344 Parcel 7.5 438802684380
344 Parcel 7.8 438802680520
Setbacks: (RMF -LD Zone)
Front
Yard ............
25'
Rear
Yard .............
15'
Side
Yard .............
6'
Side
Street ...........
151
Nn1-Pc-
1. Total Development area is cleared.
2. W Register of Deed search done by or furnished to surveyor regarding Deed or
Covenant Restrictions.
3. All distances are horizontal ground, U.S. survey feet.
4. Boundary information taken from survey by Parker d Associates, Inc, dated April 2018
and Computed Information.
5. All easements to be public drainage & utility easements at dimensions shown, unless
otherwise noted. Easements shown as = _ _ _ -==- = or- - - - - -
6. There are no Areas of Environmental Concern (AEC) as defined by Coastal Area
Management Act (CAMA) on this site.
7. Flood lines drown from an electronic overlay of the digital flood limp FIRM CPN
370178 4388 J (The City of Jacksonville) & 370340 4388 J (Onslow County)
effective Nov. 3, 2005.
8. All streets to be public.
9. Pavement Widths to be 26' B -B.
10. Lot coverage cat to exceed 607.
11. Setbacks are subject to change and should follow correct zoning setbacks requirements.
12. Property lying beyond streets right-of-way and within bounds of sight triangles shall
remain as property of homeowners, but shall have no plantings, shrubbery, or other
obstructions which will impede driver's vision (This does not include Public Utilities, or
street markers, traffic signs and controls.) The homeowners should ensure that all
applicable standards of the City of Jacksonville are met.
13. 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.
14.40' temporary turnarounds shall be required at the ends of each phase.
15. Pedestrian cross -walks need to be painted and signed in accordance with the MUTCD.
16. The existence of utilities may imply the existence of an easement.
17. Lots 1, 16, and 54 Shall Have W Direct Access onto Drummer Kellum Road.
18. Lot 20 Shall Have W Direct Access onto Country View Lane.
Boundary Curve Chart
Curve Radius Length Chord Bearing
Ci 125.00' 6.01' 6.00' 580°19'34"E
C2 1 20.00' 1 23.80' 22.42' N4136'45"W
Preliminary Plat -Nat for recordation, conveyances, or sales
DATE: 05/10/18
SCALE: 1"=100'
HARVEST MEADOWS
Jacksonville Twp., Onslow Co., North Carolina
South State Development LLC
121 Garnet Lane
Jacksonville, NC 28546
GRAPHIC SCALE: 1"=100'
0 50 100 200 300
FEET
PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540
Phone [phone] - Fax [phone]
Firm License Number. F-0108
0