HomeMy WebLinkAboutNCC221191_Site Plan or Location Map_20220404L
Ac. - Acres
c&g - Curb & Gutter
D.B. - Deed Book
cop - Edge of Pavement
ex. - Existing
L - Length
M.B. - Map Book
MBL - Minimum Building Line
PC - Point of Curvature
Pg. - Page
PT- Point of Tangency
R - Radius
R/W - Right-of-way
SPS - Sewage Pump Station
s.t. - 10' x 70' Sight Triangle
O- Curve Number
i 11 - Lot Number
—a- - Sign
sraP - Stop Bar
- Existing Treeline
Tracts !, 2, & 3 /
Bryant Family Div.
D.B. 387, Pg. 388
M.B. 55, Pg. 210 /
Single Family
epp RA Zone /
O Reber
Pinched \\
Pipe \ of, 1/'1PF
in Conc.
\ ' Reber{q
\ epP
ex. mobile 13.1
h IPF'n
Notes:
1. All streets to be public (NC Department of Transportation)
2, All street right-of-way to be 50' unless otherwise noted.
3. All street signs provided by Owner.
4. At all intersection:
20' radii at all rights -of -way.
11. Sight distance easements shown hereon shall remain as property of homeowners
but shall remain free of all structures, trees, shrubbery, and signs, except utility
poles, fire hydrants and traffic control signs, which could restrict driver's vision.
12. Stop signs shall be R1-1, 30"x30" high intensity diamond grade reflective,
installed on a breakaway or two piece "U" channel post 7 (seven) feet above
30' radii at all back of curb.
adjacent pavement height to bottom of sign face, with a horizontal clearance of a
Rxehvands
5. Pavement width to be 20'_
minimum of 1 foot from existing pavement edge to outermost part of sign.
IVC' h'aY
6. This site is not affected by any special flood hazard per FEMA CPN
370340 4349 K County) June 19, 2020.
13. Street signs shall be engineer grade reflective, installed on a 2 3/8" O.D.
horizontal
h 258
�r .�ab�e
(Onslow effective
7. All easements are drainage & utility at dimensions shown, unless otherwise noted.
galvanized post using same vertical and clearance as stop sign.
14, Boundary information taken from survey by Quadrant Surveying, Inc., P.A. dated 6-16-2021.
rgA T�^'aY
VId �j
— — — — — —' T
`_
� r
~ 1h R/ v
_
CIO s Easements shown as— or
15. No wetlands delineation / location is included with this survey.
V
dive
9d Gy/ 8. 10' public drainage & utility easements are reserved along all street rights -of -way
16. All lots are less than 5 miles from the Rhodestown Fire Station.
B3 a� 9. All easements are dedicated for public use, unless specifically noted otherwise. Public
17. This property is not within 1/2 mile of a voluntary agriculture district.
use means that public entities and the general public may use the easement, but does
�J
18, This site is not within the Flight Path Overlay District.
not mean or imply that any entity does or will use, or does or will maintain any feature
19. There are no properties or buildings on the National Register of Historic Places within
eex. gravel
drive
ex.
(drainage or utilities, etc.) inside the easement,
this subdivision or adjacent properties.
9
10, There are no Areas of Environmental Concern (AEC) as defined by Coastal Area
20. No Lots shall have direct access to Catherine Lake Rd.
ex. c&g 536014' 20"E
90.15'
Management Act (CAMA) on this site.
21. This preliminary plat is being signed and sealed to satisfy the requirements for
Break
(7-,e Jjne)3°.zs
Onslow County Subdivision Regulations only. It is not intended to imply that an
Bolku ds
� � `
W
actual survey has been performed.
pp
ohP()epp ePP epp
PKF at
~ Reber hp
`
ohpl
!� Intersection
! of N.C. HWv 111
3
y b N.C. HWY 258
Per M.8.78, Pg.14
f
25'i4{gL Reber
235.01' R/W
;4,
(Tie Line)
Y
OR Morton LLC
/
Tract IT
ome / \ epp limberly M. Franklin
Not to Scale l tree \ & Elizabeth A. Mcroy
\\ / D.B. 5282, Pg. 360 ^ Commercial
\ ePP w/ \ M.B. 71, Pg. 78 1 w Tract
meter \ �OVacant °r
Mitzi King Baker Reber BR Morton, LLC
RA zone
D.B. 4839, Pg. 611 S Tract iB ! < e
Single Family\ `'° 153, ° Charles Eric Franklin Tr.
Tract Data: RA zone ti \ Of 71' S3b 15`11"F 363 j D.B. 5146, P9.56 vi
30' f M.B. 78, P 14 Z -
Total Acreage ............... 22.88 Ac. \ \j 104,63• Vacant x Variable Width Access &
Acreage in Parks or 0\ 20' Drainage RA Zone "^;"- Utility Easement
1' Pipe Easement o "0 1 Reber %4 '• for Emergency Use Only
other land usage ......... 0 AC. OR 04.96'
Number of Lots .............. 44 + 1 Commercial Lot \ / s s ~ Reber
& 1 SPS Lot \ / 20' / c 'Y1(b' ✓�? 87.02' S36°16'z1"E31716' N47°43'i2o'
Minimum Lot Size ............ 15,000 S.F. / ID 20 / \ 'A, 6S• }^ to
Minimum Lot Width ........... 60' % 19 a / /\ % p0 2078b' Reber / "•zy'';_'
20' Wide 8" CASC
Average Lot Size ............ 19,331 S, F.
/ 2 O 90.89 :'<'.. iIV Emergency Access Drive
/ \ �,+ ,� �.
Smallest Lot Size ........... 15,076 S,F. (Lot 37) / �'�/ / \ S'�.\ s' �� 22•28'
Acreage in Right -of -Way ..... 2.49 Ac. 1`1' / ti°/ o / /"
Mitzi King Baker q,• 4j / ld / \ o o s Rebar
Linear Feet of Streets ...... 1,931 L.F. D.B. 4839, Pg, 607 ���� �r�°i / ;P / / p'�i (b 33 //End
Existing Use ................ Vacant Single Family by ti / / / p°+p 31 'a n? o Qb0 SPS / / Here Asphalt
Proposed Use ................ Single Family RA Zone o,L.� / 25,M8 / / \ ePP Lot / /
Water Service ............... ONWASA b / 2° \ ° °'
� / / 2 30 m � � UtilityAc Easement / \� / �
Sewer Service ............... ONWASA / / 21 \ �9Q "IPF �p3�. �Or N//P`'Q� / Go Tractlu
Zone ........................ R-15 Zone / 18 / �$ 05' L=38 OS / B' 30' / 2�t/ / Rhodestown
Fire District ............... Rhodestown / �; / 5g' \ \ 29 / Volunteer
TSO Rating ......... 4 "Reber / / 19$' st? r'�, �� ��` / /Sewage Pump Fire Department, Inc.
43
Density Allowed ............. N/A aj O 9p� %% 6d• L=16.66' 4j� / / Station D.8.4434,Pg. 956
.. N/A \ / u+. 28 L=65.5p• / / / B4.63 M.BV7c nt.82
Density Proposed a, „ ,aIQ
w Z�g9 19.10' / / / 233 c RA Zone
Deed References: \ 'y� / `r L=18.69' \ / �3
/ 165.38' \ r, 20'3.
D.B. 3909, Pg. 785 \ / pp 9, 25 , i»
,P -� 9.50 L=30.47' +�
M.B. 78, Pg. 14 / 1 `' 22 \ S 27 L=2 r+ N
Tax Map 57 Parcel 71 'IPF / �O 24339 A.
\ / 70 o
Pin Number: 434903413923 / \ �" �^ ,a
00 g• -o o .�
L=38.05' 34
Setbacks: (R-15 Zone)Exceeds County standards / u, o \ a \ 4, / 323' 2 `
Front Yard .................. 25' / D 4.10'
Side Street ................. 201
Rear Yard ................... 15' /
Mitzi King Baker
Side Yard ................... 8 D.B.4839,Pg, 607
Single Family
RA Zone
/ � O
0
1" Pipe.flo
/ 11 s \
ex.
carport
/ 20' Drainage
/ Easement
wood
Gene T. & Marie J. Marshburn shed
D.B. 1327, Pg. 731 / 1 W. [ Leriault Court ~
M_B_ 33, Pg. 235 ~—
Farmland q' 50i R W
RA Zone 1 pi
3h�/ 20 17• tl�� 1.''38.05' \ \ $ 14
N86049' 13"E % 0
73.42'
/ \ 13 $ /
p L=1.92' /
Wire Fence \/ / 220'' fNaturai f o V / �yy
Remnants \ jl 9.10'
\ o,
\ Zg dd lib\tc
L=150.31'
\ L=23.29'
tips \ O L=16.38' 02' L 02'
L=38.05'Reber
24 �'"► 6 QVb35ey-.eo
i Q
p
Z/ 'r 0� 10.5'x7.5' Pad
159.\ 3 CBU's
/ JO 2 11� C,� " \ (16 Units/CBU)
/ e 44 units •a. / / >>122
$0
hQV
0 V'
moo., \x 60 US 00ePP
b2. ArP
42
1N tp 1NN
ePP
a
1 5J °r
ao $ado b 2 ete� /
,�� Zo'>��/'� / Centerline Curve Data
=53.02' L=53.
a0 d0 ePP
/L L=24.97' l
ohpl p
a
Curve
Radius
Length
Tangent
Chord
Bearing
Delta
1
175.00'
175.36'
95.84'
168.12'
N39°42'26"W
57°24'52"
2
600-00'
140.48'
70.56'
140.16'
561°42' 26" E
13°24' 52"
d'- jam, \ ��tq• 2 s � / �99g
ao _
0
30'
� gp IZ ex.telephone
SEAL T. Revised
Robert & Rose Mary
/ 5� pedestal / � � $ g
� Willaford Hemby \ t / � /
D.B. 4718, Pg, 491 \ 3 4 9 7 6
Commercial / \Oo \ (6 - 0 / boy _ / _ a Concept / Preliminary Plan
CS Zone
Note: /
9 \
'sue \
0
o
CO
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 \
ex 1 story
the Engineer or another entity including those under the employ of the
\
brick o
epb
contractor. Contractor shall cause his workers to observe and verify
building
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 arty 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
3$.80'
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
8' Wide Buffer
(2 Staggered rows of evergreen
40 /
that staking may not be preserved, the contractor shall request the staking
plantings, including 6 trees and
entity to place staking in an area where its preservation can be insured.
20 shrubs per 100 L.F.) (Trees
shall be 6' Min. in height and
trees and shrubs shal I be 3 gallon
epb /epp
minimum container size.
""'ex. telephone }'Reber eX-�p
/
pedestal Bent /
Rev. 02/10/22 BLD -Revise Utility and Access Easement
Rev. 01/27/22 BLD - Add Additional Easements and Revise Per Onslow County TRC Comments
/
Rev. 12/06/2021 BLD - Plot for submittal
'r
Rev.11/22/2021 BLD - Revise Layout to Add Additional Lots
/
Rev. 5-11-21 ELB - Added SPS Lot, second access, buffer, update FEMA CPN, and add notes 22 & 23,
Field Book: N/A
Disk Name: ACAD 2983
Filename: C lake Road - Concept Plan.d wg ELS
Job No.: 5210126-7624
a•
Sri-a2
Sheet 1 of 11
Catherines Way
Richlands Twp., Onslow Co., North Carolina
Owner/Developer:
Lighthouse Realty Holdings, LLC
814 New Bridge Street Suite D
Jacksonville, NC 28540
DATE: 02/09/2021 GRAPHIC SCALE: 1a=60'
0 30 60 120 180
SCALE: 1"=60` FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone (910) 455-2414 - www.TidewaterENC.com Est.1961
Firm License Number: F-0108