HomeMy WebLinkAboutNCC222474_Site Plan or Location Map_20220722Note:
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.
Legend:
Comp. - Computed Point
CL- Centerline
■ CMF - Concrete Monument Found
conc. - Concrete
D.B. - Deed Book
❑ eeb - Existing Electric Box
-egw - Existing Cmy Wire
t
lp - Existing Light Pole
pp - Existing Power Pole
Ex. - Existing
Inv. - Invert
0 IPF - Iron Pipe Found
0 ISF - Iron Stake Found
M.B. - Map Book
Pg- - Page
RCD - Rock Check Dam
RRA - Rip Rap Apron
RIW - Right-of-way
44 1 - Existing Lot Number
22 - Lot Number
- Wetlands
ohpl ohpl - Overhead Power Line
- Woodsline
Flood
Zone
.W.
Roscoe &
Bonita Frizzelle
D.B. 569, Pg. 309
Shipwright Pointe
I �• ` 1 Sec. IT
t'" �`•.\
Flood % �' •"�•-� M.B. 76, Pg. 235
Zone I Onslow _ D.B. 5295, Pg. 663
"X"
Richard W & County •ye ex. variable width ingress - 1 ` -205F Zone
�s !' ` j �.-
R
I%• i' and egress easement - - Single Family
Janet J Meadows it Per M.B. 44, Pg. 6
D.B. 4414, Pg. 913 • Town of }
IRA Zone
Undeveloped ' •�' Ex. Ce tery Swansboro
Flood 1 me er
Zone '•� - • M.B. 32, Pg. 48 N$7°34'56"E 19.82' 11AEu45
N21023' 36"E 39.23' - ex. 10' drainage a ! . •TOpen utilityeasement
N38650'51"E 52.73' Comb.' _Proposed Zod Space per M.B. 23 e Bluff Road 50� 64 ; 1 ,
572004'28"E 15.35 '•'••-'•'-••'.'• Pine Bluff Shores "X" ^ \ 1-1
:•oulrn of '�•'-Sec. III Lot 3 <
N35028'42"E 34.40' Swansboro R-205F Zone Cemetery
N17°59'11"W 45.20' • i Single Family Lot -
a Pine Bluff
•.1 / ' . Shores Sec. I
d Richard W & N42°14'21"t 15.35' . . comp. / / ` 3 J \ -
1 -' / - M.B. 52, Pg. 239
Janet J Meadows S86°26'03"E 29.87' 53033,27,E 100.57' e
M.B. 61, Pg. 80 ;\ �-' / Pine Bluff Shores \R 205F Zone/ -
D.B. 3162, Pg. 295 _ '�'a1 f Sec. I Lot 3 `Single Family
g `� - j� �TQ ! M.B. 73, Pg. 72 '
o RA Zone { �.._; m �:;. � �� � 44 , , R-205FZone utility de i 1
�Z m Single Family / �'-••,'•-•-� V. N •�� `` I Single Family per M-B.52,Pg, 239
s a0 W
•� \. .� L0
y3 �{
/ 0 ex. 20'
J / � 40 i r
+ •i 2pI18' ���^moo Pine Bluff Shores
tib '4 S3°324"E 200.22'
j motion II Lots 38-44
\ `k��. �' - • �' M.B. 71, Pg. 233 I
' •.� / R-205F Zone
Single Family
OD
Open ~'J •i, j
Space
Flood
Zone ti Mailbox ���
"AE" / Proposed Kiosk / g`� / �- Pine Bluff Shores
/ �01 23 1 36 ; Sec. III Lot 3
Flood "7 a \� R-20SP Zone
Zone / 8 2�, ,y0) ?2� \ Single Family
/"Shaded gceC 6 j�. �tr• ti X.
Open CR 22
Space w'° o 1 35
0�� 0 6.12' 2'Il9• -- o//
Billy Ray & 35' 6.9>. / ON
' 26.25/' 21 30.10, `r Pine Bluff / inn Marie Wells �i � t;
M.B. 27, Pg. 208 1 e4s tip/ .o _ \ Shores Section I
D.6. 1023, Pg. 272 ��,� 2162• 2�I� 34 r M.B. 52, Pg. 239 9�
/ / ex. 25' in s s
RA Zone ti 0 ` • 4 utility easement
Tract Data
Total Area ................... 25.65 Ac.
Acreage in Open Space ........ 1,36 Ac.
Number of Lots ............... 23 Lots + 1 Open Spaces
Minimum Lot Size 20,000 S.F.
Average Lot Size ............. 42,820 S.F.
Smallest Lot Size ............ 20,067 S.F (Lot 2)
Linear Feet of Street 1,267 ± L.F.
Proposed Use ................. Single Family
Existing Use ................. Undeveloped
Water ........................ ONWASA
Sewer Individual Septic
Zone R-10 Zone
Fire District White Oak River (Swansboro VFD)
ISO Rating 5
Tax Map 1314, Parcel 5; Pin: 535401365429
Tax Map 1314, Parcel 5.5; Pin: 535401360072
Tax Map 1314, Parcel 5.4; Pin: 535401360029
Tax Map 1314, Parcel 6; Pin: 535401366013
Tax Map 1314, Parcel 6.2; Pin: 535401358683
Tax Map 1314, Parcel 6.1; Pin: 535401355652
Ref.: D.B. 5621, Pg. 817
M.B. 57, Pg. 184
M.B. 75, Pg, 89
Setbacks:
Front Yard ................... 20'
Side Street .................. 20'
Side Yard .................... 81
Rear Yard .................... 151
RA Zone R-20SF Zone per M.8. 27, Pg. 208
Mobile Horne o
Dock 20 Single Family
(( N \ 1
to-
/ in
Flood � A ukl � 33
MaL / _ Notes:
Zone �0 102.34' 6. 2p' b ex. 18' R/W easement / /
Flood "Xn o 96.8i- s�t. s ! 20- � 18 Flight per D.B. 658, Pg. 603 / / - 1. This map or plan does not represent a survey. Information
Zone / 125.56' - 225.26' r / rlay Line -/
��s` � is plotted from County records or other sources as noted.
2. All streets are private.
o p, �� / / Via+; 3. All street signs provided by owner.
"Shaded "� S �p 20' / / 4. Ail street rights -of -way to be 50' unless otherwise noted.
x" 814980.00' 139.89'
Adam Kiefer and / /
O 3 20'MgL 80�00 �'� 80.00, 3 q Jerilyn Cornellier / ex. 30' ingress egress / / / / 5. Pavement width to be: 20' unless otherwise noted.
�, ' . 6 utility easement / / 6. Development area is partially timbered and wooded.
Flood h,�0� ed Dru 1 5a 28R, M.B. 79, Pg.146 per M.B. 57, Pg, 184
Zone7. Lot layout &soils information received on 2-21-19 from Pittlran Soil Consultants.
Re �U 4g. 32p9 ' R-205F Zone /
"AE" � way West ��� 17 8. Flood lines drawn from an electronic overlay of the digital flood
Wa East Single Family
- - 5QIR/T� r � �, N / / _ map FIRM CPN 370340 5354 K (Onslow County) effective
0o Y V a7� C\i June 19, 2020.
hip ahpi epp {Pirate Rood) Cn lR e� )W °�}° 9. Wetlands line delineated by Pittman Soil Consulting: Surveyed by Tidewater
„yam eP g 1: w_ / \ / / Associates, Inc. in Jan 2022.
I
10. This property is not within 112 mile of a voluntary agriculture district.
11 12 0 0,::! 16 0o om, / \ / 11. Sight distance easements shown hereon shall remain as property
/ 13 ' 4 15 o On \ of homeowners but shall remain free of all structures, trees,
rt; �- •! ( / / shrubbery, and signs, except utility poles, fire hydrants and
chi iF 19.89' F •' P 1yR traffic control signs, which could restrict driver's vision.
y 12. Open Spaces to be conveyed to and maintained by Home Owners Association.
ISF � /.'Yt Cam '
/ 13. Cluster Mailbox Units Will be Within Open Spaces, as Needed.
\
0
\ •.v 14. Boundary information taken from survey by Tidewater Associates,
HW� •'-~ .
NL 73'
- .•� / Inc, dated Jul 2021 & computed information. 1 Y pU
elp-`•/ 15. All Lots are less than 5 miles from the Swansboro Fire Station.
N44°22'S3'W 42.53' i 1 �� driS�OW
N41040'23"W 20.62' , oa l' ' f County Town of 16. There are no properties or buildings on the National inter of Historical
� ��-� y / 0�,9 n within this subdivision or adjacent properties.
Places
- �* Swansboro P
` 16.34'\ LiMWA a ePP � � o, t,-; "-
\ _ Line ti epp ohPti ai N r\ / 17, Lots are partially within the Flight Path Overlay District.
N �
.o .o ••.d g' 18. This Concept Plan is being signed and sealed to satisfy the requirements for the
10
N12052' 19"W 66.25' 28.48' • t .%Oo10
Onslow County Subdivision Regulations only. It is not intended to imply that an actual
`T,�. 's�. .',�• / ��' .moo survey has been performed.
• . • �; • • • �� 30' CAMA 75' AEC _ '.' i .moo Flight Area
N37"27'58"W 34.28' ..- \ �.'.'.'•� °D /
..! Setback Setback �'• / ' 27 ; adLt +
N51018'29"W 26.48' Q :1 ` Flood \' /
!: ✓_ Combination of Lots 26
Zone and 27 Section II of / }
N64052' 19"W 45.32'
\ pad j Pine Bluff Shores
--� _ •.'. _ / j M.S. 58, Pg. 128
N72°17' 11" W 44.61' •`S6 ^` v .�..+ epp and R-205F Zone
N48045`45"W 10.62' S r
N - I10,T.. �'.'•', ee Zone �'j o Single Family Preliminary Plat- Not for recordation, conveyances,orsales
N43 55'07"W 94.30'-'39.61' _'j1 Shade
N63059'27'W 40.87' '• �•� _ f. j
o
1
N69°59'40"W 107.55'1,r -
Flood - - BLUFFS POINT - Inset for old Lot Line and
3.57
Zone !'.'•� - \
S80°41'36"W 37.51' 5.1T `AE"
'-' ' Y �\� H 7t� Swansboro Twp., Onslow Co., North Carolina
`�':'�.
N14°37'22"W 38.38' Easements to be R ~ ` 4�• r - - E
T 75.34~ - emoved CAS , Q�
' Not to Scale ���.�0 F S S% �� �i� Owner/Develo r:
N76°0T57"W 22.10' • 80: ' '-'-'•'•• -` 10° '� ` •4� B&M Developers, LLC
587°ll'05"W 153.35` •;157:•,••',•.'_' `1 l SEAL f' f P 7
• 1
N17°38'43"W 42.02' N
N41°01'03"W 43.17' N85° 6'23"W 55.55` y� g6 ~~-- comp 3487& = 121 Garnet Lane
S87°11'05"W 153.35' N64041'13"W 38.32' 588047'22"W 83.04' comp.
�'9 •.'� �.� Jacksonville, NC 28546
586051'43"W 53.18' 575003`45"W 49.74' tt 11GRAPHIC SCALP: 1"=100'
N82050'10"W 89.41' 588°22'43"W 39.65' DATE: 5/13/22
0 50 100 200 300
N79038'04"W 33.34' N62014'21"W 86.75' P/3- ,�
SCALE:1'r=100' mmwmi
FEET
TIDEWATER ASSOCIATES, INC.
Field Book: NIA Consulting Engineers - Land Surveyors - Land Planners
Disk Name.Acad#3086 Jacksonville, North Carolina
Filename: Bluffs Point Gen.dwg ELB P.O. Box 976 - 306 New Bridge Street - 28540
Job No.: S190123-6999 Sheet 1 of 8 Phone (910) 455-2414 - www.TidewaterENC.com Est.1961
Firm License Number. F-0108