79-22 Cedar Point Developers LLC Oversized Plans

White' ""'"'"' Pettif.
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Oak Creek Bay
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0+00 1+00
Legend:
Ac. - Acreage
C.M.U. - Community Mailbox Unit
D.B. - Deed Book
D.E. - Drainage Easement
EOP - Edge of Pavement
ex. - Existing
Inv. - Invert
L.F. - Linear Feet
M.B. - Map Book
MBL - Minimum Building Line
N.C.S.R. - North Carolina Secondary Road
Pg. - Page
P.I.N. - Parcel Identification Number
R/W - Right-of-way
RCP - Reinforced Concrete Pipe
Typ. - Typical
YI - Yard Inlet
rL- Centerline
36 - Proposed Lot Number
Wetlands
404 Wetlands Line
ORW - - 575' Outstanding Resource Water Line
Ditch
COMMON AREA
(BOAT STORAGE)
0.88 Ac.
II
Vacation Village, Inc. O
D.B. 1024, Pg. 8 i
P.I.N. #537412966126000
B-3 Zone
Vacant/Boat Storage
20'
D.E. O
.I 3
ezisfing 60' access, egress, I
regress d utility easement
per M.B. 33, Pg. 913
11D.E. O
ravdl5oil
e+ 9
O
Firefly Circle
R/W Varies
Ex. 60' Ingress, Egress
& Utility Easement
per M.B. 34, Pg. 128
/
/
_ / Entrance
/L Gate
Cape Lookout Properties, LLC
D.B. 1024, Pg. 10
Parcel B
M.B. 32, Pg. 264
P.I.N. #537412961047000
B-3 Zone
Note: Vacant
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 121 1 \
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.
2+00 3+00
Profile of Uplands in ORW Area
Scale: Vertical V=4'
Horizontal V=40'
4+00
5+00
6+00
Bogue Sound RV Owner, LLC
D.B. 1752, Pg. 436
P.I.N. #538413046051000 �
R-10C Zone
Vacant/Boat Dock /
50' Stormwater
Vegetated
Setback (Typ.)
(ai; N p
M ` V.
RogueBo Sound RV Park :• `'i o
g p 3•lia 7 \ 404 Wetlands
Bogue Sound RV Owner, LLC 6' Tall Privacy Fence Line (Typ.)
D.B. 1752, Pg. 435 Proposed At Boundary r
P.I.N.#538413045519000 With RV Park 'i(nu. i!)p �� / .\ \ Coastal Wetlands
HSCD Zane `� 24 ? Y '\W . _ .. i Line (Typ.)
RV Park ? r? +° n, W W W W W 30' CAMA Buffer
ll l, OF K pp'C' Line (Typ.)
C tl y W W .. W W •,t
Ii O 22 0` ties '• ..-.. YL.- .. �... �W�•.�W
2020 21 p'c O Tap 6.90 y Z
'Y.) 25 Inv. 4.90 \ 1
19 t ` \ \ \ �• oP ,S,
i
O 17 i I ••�••• Existing ad \\• W
1 n Ro 15' D.E.
16 2 y.-mil,'.. 0Rac \ \ f�91
\ W
15 CVCJ �.... .i kB \ \ -
14 COas R W �,..�..• paved Road „_.i- ..�•.. ) 27 e o• �-•Pl
13 50\ End Existing
(,•I
12-..•�••• ) 18'Private 1/i 386, L.F. 1 , ,`•'
11 .1 Asphalt Drive \ 4,Po 12" RCP i _ 7 !
y Y 79 For Access \ 0.94 Ac. L /�
10 �•" \_ 74 \ COMMON 7 /
• • 73 t `;) 76 / ; 1�- i- �a 29 \ AREA
10, \ 72 1 - 56 L.F. \ (Water Access) �W
�co \ / ...�•.. •\ 71 I. p
/ 51 COMMONAREA
\ / &0' Tap 6.50 \ \ •i W
\ Constructed \ �+'\ ( n 8 (9.5 x19') \, \ Inv. 4.60
O J O Nl tland Parking Spaces i ,r� p See Profile \ W
00 53 \ o O of Uplands 30 \
For Park 78 •\ '
pope 'S COMMON AREA in ORW Area m
This Sheet X.
(Neighborhood Park) + \ \ W
(r+0 _ _ _ � -I � W .. W.. � 49 \ 0.98 Ac. Inv. Out
\ .. �• . z)O03
15'11E. \
iQ' 66 \ `p W �� i'`•^'$j p '• COMMON AREA O ✓ \ \ 1 Y o
��•,� 404Wetland5 W.;'\\ 47'" �s \ \ (OfFsieeSeptic)
N
/ \ 56 97 Line (Typ.) �\\ 15' 14, t 0.45 Au \ O '. S�
\ \ 58 �. D E f',oF'.46 /' 33 \ I \ °
15'D.E.O \ W �,•" -s \'04°0\ 81 \ 20' `''��� 'A
\ 65 \ W\' ••'v ar? 34 D.E. \ \:
\• \ \ \•' Existing Variable & �� y;;y \ ,� PJ \ � /' ' � Drainilii jll'i
\ a (((( JJJJ
Paved I Width D.E. �` � r '� ��\ 44 \ 83 82 i'' \ Easesees ment
(Width Varies)
O 15'D.E. COMMON AREA v
.--
\ 63 � Infiltration � a. "`n,",� .� �. 'v /•'�'-�-. :a.
\ \ 60 Basin#1 �, W Vim. ••/ /' W WI IW
68 \ \ 62 61 15
\. \ D.E. _ _ _ - - .v W 'W •Y W I W,
42
IL- W W I I W W W /*
al Oaks 20'
�0OI v� R/ W 80 / s" I I D.E.
D.E.PT1
\ y y
_ T _ 40
0 \ Drainage J •d d
Infiltration
Basin #3
50' Stormwater
Vegetated
Setback (Typ.)
/ o
"Dubling . F
Creek ..
3
24 a
... ... Mareh
.. Ealwd Dr. p�
Doer . .
...... y Site 3 o L1oc 9Q 'Creek..
e\ottµd E N qqc `ji S +°n On
... .........
....... .......
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Vicinity Sketch
Not to Scale
Tract Data
Total Area ..................... 45.81 Ac.
Coastal Wetlands Area .......... 1.38 Ac.
Recreation & Open Space ........ 2.80 Ac. (3 Common Areas)
Acreage in Right-of-way ........ 5.21 Ac.
Limits of Disturbance .......... 40.8 Ac. (42.1 Total)
Jurisdiction ................... Town of Cedar Point (R-10C Zone)
Number of Lots ................. 83 + 6 Common Areas
Minimum Lot Width .............. 45'
Minimum Lot Size ............... 13,000 S.F.
Average Lot Size ............... 18,947.5 S.F.
Smallest Lot Size .............. 15,000.0 S.F. (Lot 45)
Linear Feet of Streets ......... 4,192 L.F.
Proposed Use ................... Detached Single
Family Dwellings
Existing Land Use .............. Vacant/Wooded
Water Service .................. West Carteret Water Corp.
Sewer Service .................. Individual Septic Systems
Fire District .................. Western Carteret North
Rescue District ................ Western Carteret Medic 1
Length of Shoreline ............ 2,221.17 L.F.
PIN 538413031785000
Deed Ref.: D.B. 17000, Pg. 403
M.B. 34, Pg. 121
Setbacks
Front Yard Setback ............. 20' Min.
Side Yard Setback .............. 10' Min.
Rear Yard Setback .............. 25' Min.
Side Yard On R/W Setback ....... 20' Min.
CAMA ........................... 30' from Normal High Water
Notes:
1. All streets to be private.
2. All street signs provided by owner.
3. At all intersections:
20' radii at all rights -of -way
30' radii at all edges of pavement.
4. All street right-of-way to be 50' unless otherwise noted.
5. Pavement width to be 20'.
6. Section II property to flood map FEMA CPN # 370465 5374 L (Town of Cedar Point)
effective 06/19/2020 and 370465 5384 K (Town of Cedar Point) effective 07/16/03.
Flood zone lines not shown for clarity.
7. All easements are drainage & utility at dimensions shown, unless otherwise noted. Easements
shown as _ _ _ _ or , except along street rights -of -way.
8. 10' drainage & utility easements are reserved along all street rights -of -way within new lots
on this plat.
9. All common areas & most easements are dedicated for private use by the Bridge View H.O.A.,
unless specifically noted otherwise.
10. Development Area is Wooded/Agriculture.
11. There are Areas of Environmental Concern (AEC) as defined by the Coastal Area Management
Act (CAMA) an this site along "Bogue Sound". This section of Bogue Sound is not a primary
nursery area as regulated by the N.C. Division of Marine Fisheries. Waters are classified as
Oustanding Resource Waters (ORW) with a 575' AEC from the Normal High Water.
12. Sight distance easements shown hereon sholl 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.
13. Stop signs shall be RI-1, 30"x30" high intensity diamond grade reflective, installed on a
breakaway or two piece "U" channel post, 7 (seven) feet above adjacent pavement height to
bottom of sign face, with a horizontal clearance of a minimum of 1 foot from existing pavement
edge to outermost part of sign.
14. Street signs shall be engineer grade reflective, installed on a 2 3/8" O.D. galvanized post using
same vertical and horizontal clearance as stop sign.
15. Boundary information taken from survey by Bell And Phillips dated January 2021.
16. Noncoastal Wetlands line delineated by Pittman Soil Consulting; Surveyed by Bell And Phillips in
January 2021; Coastal Wetlands approved by Ryan Davenport DCM, Field Rep) in January 2021.
17. Construction plans for the Subdivision include roads and drainage infrastructure and public water
distribution. Other underground utilities such as power, telephone, cable, etc. to be designed by the
utility provider following agreement for service with the developer.
N - ` \ & utility � � 30' CAMA Buffer
1 / - \ 79 I W J� 4\ r ' -Y ' W W " W
\61Ai / I _ I ,\77 i 78 ' \ :_ \ W W �_.. Easement W / ��/'• Line (Typ.) CAMA Major Permit Plan - Upland Development
\ ` 76/ `- I / �, (Width Varies) - -
1\63A ,\ 1 _ I 6' Tall Privacy FenceW'w' W\ / •i W v- W
Tennis Court, Z - \ 75 ' I Magens Bay Proposed At Boundary Y W ' \W W r W mow- _� v \ •' W w/ W yr' Coastal Wetlands
With Ma ens Bay (Typ.) Pool &Park 74 Subdivision g y W • W Line T
W �V.� ..il( � W •Y W W �• •Y 11
M.B. 28, Pg. 786 V - From Tennis Court Lot / I Infiltration B R 1 DG E V I E W -SECTION
R-20 Zone \� M.B. 28, P 622 a W ' V- . , W W •� W /
9 To Wetlands At Common Area J µ I / Basin #4
R-20 Zone y: W • {w. , - W W
Single Family '�64 / ,� .r- J ,�, W �� �� �! aotm°aces Town of Cedar Points Carteret County, North Carolina
%A CAn rrr' Owner/Developer:
/ 404 Wetlands �.`QtA �S;S•;,.o, Cedar Point Developers, LLC
I \ Line (Typ.) e1o�,OF O'•. �%/ ,� P
\ 9 - 166 Center Street
Jacksonville. North Caroline 28546
✓ I`{� 3192 = [phone]
Sol.
�63 ; ��.y'•F�GQ,�?�'��`; DATE: 05/20/2022
I', •• ®¢•�, 0 50 100 200 300
Shelly Myatt "ss`
/ art r/+1 k L-_ esra
_
D.B. 1726, Pg. 475 ^^'
P.I.N. #537416942142000
LOGO: 20779.crd
Filename: BridgoView-ESC CAD.dwg
Drawn By: JJS
Project: 20779
Job No.: S200316-7321
r -tvv FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Cedar Point, North Carolina
604E Cedar Point Boulevard
Phone [phone] - www.TidewaterENC.com Est. 1961
Sheet 1 of 1 Firm License Number: F-0108