NCC223937_Site Plan or Location Map_20221201

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NORTH
SITE
LOCATION MAP
\ / / LOT No. 79
\ / LOT N0. 78 /
\ / /
LOT N0. 77
\\ / SETTLERS/POINTE
/ SECTION FOUR
\ / PLAT CABINET P SLIDE 25-1
\ / (RESIDENTIAL)
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SITE DATA v �p �o
PIN NUMBERS 3633512050 & 3633613354 ��F p,
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REFERENCES: ��, tP Z`"N
DEED BOOK 3311 PAGE 559 TRACT THREE AND FOUR 9< a
PLAT CABINET L SLIDE 38-H TRACT 1 AND TRACT 4 rn
PLAT CABINET K SLIDE 50-B TRACT NO. 2 00
20
TOTAL AREA WITHIN TRACT = 32.804 ACRES± INCLUDING PROPOSED ROAD RIGHT-OF-WAYS
i �a I ^ 110' '-108 � / / \ <Or \ 0
1 1 /
I �Ps \ i
J / --4%--- --- /-------- ��------� - / _ '70 \ O
- �- J _ i�--�-� \ \/' // / LOTNO. 53
%--------/------ ---I- /� \ \\\ \ y ' //NAHUNTACREEK
/i SECTION FkVE
I , / OFFSITE \ LOT NO. 53A '
RESERVE % / / PLAT CABINET L SLIDE
LOT No. 76 I I I /, ` I - _ _ I / \ i / ,
/ LOT NO. 75 I 118��-� \'20 I ,-�' , (' l\ \ "A" \\ / / / / (REBID �171ALY'
/ I / 1 , K \ I 1 / 1 1 1 I 30.1 I �O SETTLERS POINTE , / Cb
0 / \ / \ SECTION FOUR
- - - - - - - - - - - I'ol - i LOT NO. 74 'LOT NO. 73 �' LOT N0. 71 LOT NO. 70 \ L T N0. 69 1 \\\ ,'/ I� I / I jl i \' i II I PLAT C(RESEDENTIAL)T P E 25-J
ILU -- I LOT NO. 72 % LOT NO. 6� QTNO. 6 I 1 / I OF q \ /----------
/ \ LOT N0, 67 L b LOT N0. 65 LOT NO. 64 I I D'I_-
I LOT N0. 63 LOT N0. 62 LOT N 61
�f PA E tJT I � ,i' �/ LOT 54 --�
SETTLERS POINTE ' j I I ` I I I N I II LOT NO, 6o J / i ,NA TA CRWIk'''� \
LOT NO. 82 _I N O I SECTION FOUR
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' SBECSTION FIVE
PLAT CABINET P SLIDE 25-I /LAT CABI T-f SLIDE 58-HLOT NO. 83 PLAT CABINET P SLIDE 25-J
N 82'02'33" E 60.83' I1 1 1 '�I RL
`\
S 88'30'40" E 282.85'
'O 182' 125' ' S 88'30'14" E
103' I -
/ . 1 o0 /
/ 100' 100' 100' 100' \ - 16�L0.73' I I S65'53'03" 65.00'
LOT N0. 60
\ 111' I
/ r ( _ I O
a u -\\�-- - ----- -� / D �\ S 8 '30'16" E ' ¢ ��
s> O N a \ / / ,/ \ \\ 1/ 25. 1GD' \ 2 55' _-�� \
o. 30' / o o / o ,
oo, N 102 N 103 0 104 0 ' b o
n g 1 N O N 105 0 1 o N 109 /' o o / n o 25 i
B 3d 18' l I / N 1 Q7 0 108 N 0 110 O O Q \\
1GH ' C \\\ �_� N I 1111 0 O N a/ 114 0 115 _j o a_ _ �� i, -��>
p' N N 112 0 113 o b 1 v sr 117
ztt a W y I 85 II ( B �' A 2 \ ' A 1 Fo°F D N a i 116 _''------ °8 \ Z \\\
> A 1 , OF \ • ' \ , U \
L__ --------- ----------I --- \ \ ;
/ 87 �n\ 56 QP M I i �� / _-- I L'o-
I ------------------ -MINIMUM SETBACK LINEf- ____/- ----- TOTAL AREA WITHIN PROPOSED ROAD RIGHT-OF-WAYS = 4.959 ACRES± �s"* N 9�2' 11' , 100 o --�---------- - --_I o�\ \ v yon,1 0' 10o' \ 100' \ - --- --- 10 X 70 110'
i - ��\ - M 100' 100' 100' \ SIGHT h X 7p --- Qi-
TOTAL AREA WITHIN TRACT EXCLUDING PROPOSED ROAD RIGHT-OF-WAYS = 27.845 ACRES± ��, _ _ _ \F r z / 100' \ 100' _ 100' 86' TRIANGLE "� SIGHT a A rnraQo \
i R _ 100' - - S• cP i- z
TOTAL AREA OPEN SPACE = 2.241 ACRES± �' RP1I�PNGPS210 No• 2 -- '�20� z\4 - 0 `V a - - \ - - rl \ \ ` -- ---- _TRIANGL^78' �� v'�s N3D II �o�'Mo \
TOTAL AREA WITHIN LOTS = 25.604 ACRES±
TOTAL NUMBER OF LOTS = 50
AVERAGE LOT SIZE = 22,306 SQUARE FEET OR 0.512 ACRE±
MINIMUM LOT SIZE = 20,000 SQUARE FEET
MINIMUM SETBACK REQUIREMENTS
FRONT = 30 FEET
REAR = 25 FEET
SIDE INTERIOR LOT LINE = 10 FEET
SIDE ADJOINING STREET = 25 FEET
MAXIMUM HEIGHT = 35 FEET
NOTES:
PLANS FOR STREET LIGHTS AND UNDERGROUND WIRING TO PREPARED BY
ELECTRICAL UTILITY ENGINEERING SECTION.
STREETS TO BE GRADED & PAVED AS PER REQUIREMENTS OF N.C. DEPARTMENT OF TRANSPORTATION.
STREET RIGHT-OF-WAY WIDTHS = 60 FEET
STREETS TO BE PUBLIC
PROPOSED PAVEMENT WIDTH = 20 FEET
25' RADII AT STREET INTERSECTIONS.
30' RADII AT CUL-DE-SAC ENTRANCE CURVES.
SUBDIVISION TO SERVICED BY A PUBLIC WATER SYSTEM THAT HAS BEEN APPROVED BY
THE NORTH CAROLINA DEPARTMENT OF HUMAN RESOURCES DIVISION OF HEALTH SERVICES
ENTITLED BELFAST-PATETOWN TOWNSHIP SANITARY DISTRICT.
LINEAR FEET IN STREETS = 3,290 FEET
FIRE HYDRANTS TO BE INSTALLED BY DEVELOPER IN ACCORDANCE WITH THE WAYNE COUNTY
PLANNING BOARD REGULATIONS. LOCATION TO BE DETERMINED BY THE SANITARY DISTRICT
ENGINEER.
NOTE FLOOD HAZARD
THE PROPERTY IS NOT LOCATED WITHIN A 100 YEAR FLOOD HAZARD AREA AND FLOODWAY AREA. FOR FLOOD
HAZARD DATA AND FLOODWAY DATA REFER TO FIRM FLOOD INSURANCE RATE MAP NORTH CAROLINA MAP
NUMBER 3720363300K AND 3720363200K EFFECTIVE DATE JUNE 20, 2018.
NOTE:
A PORTION OF THE PROPERTY IS LOCATED IN A VOLUNTARY AG DISTRICT PROPERTIES 1/2 MILE BUFFER.
A PORTION OF THE PROPERTY IS LOCATED IN A HOG FARM 1/2 MILE BUFFER..
NITROGEN EXPORT CALCULATIONS
ALL SECTIONS
GHRIS�OPNPR�2 25 56GPG( M / \ \ PUBLIC ROAD)- - - - - - 70 151 o 0 3
120
o�� NE3 8 RCVI�URP C \ I 10 i 123' o J / 470' \ 112 100' / - - - y �/ p
90' 10' ca
X 7 1\-,-- 0 120' 3 w°
SIGHT 30' 30' P X 70' 115' / 115' 10 ---_ -
----------- --- _____ 0 u --- 70 90 3 v w
OPEN SPACE '----- TRI SIGHT / X 7 h 10' X o 65' 2 i
J MINIMUM SETBACK NE ANGLE I ITRIANGLE-_____-1 SIGHT S• M N z
AREA = 1.115 ACRES± P�\ �_ o 0 Y----------- ------ - --
_ SIGHT o a MINIMUM SETBACK LINE TRIANGLE 30' 3p' ITRIANGLE-__
D A \ MINIMUM SETBACK NNE 1 / 119 o U
i u i-
/ /'/ N 1 1 / \ ryl ao PA NT co 1 �� 7°e` 1 H Al �G0 ' v
O
\ _ o EXISTING DITCH \ 0 y 0 a
100 / _ _ _ _ - \ 2s' 0 25' 1 127 o' 125 - 2 ' °° \
1
2
3
4
TYPE OF LAND COVER
AREA
TN EXPORT COEFF.
TN EXPORT FROM USE
(ACRES)
(LBS/AC/YR)
(LBS/YR)
PERMANENTLY PROTECTED MANAGED
2.24
1.2
2.69
OPEN SPACE (GRASS, LANDSCAPING)
RIGHT-OF-WAY (READ TN EXPORT FROM
GRAPH 1)
1.82 ACRES± PAVEMENT/4.96 ACRES±
4.96
6.02
29.86
RIGHT-OF-WAY = 36.69%
LOTS (READ TN EXPORT FROM GRAPH 2)
25.60
3.48
89.09
50 LOTS/25.60 ACRES = 1.95 DWELLING
UNITS PER ACRE
TOTAL
32.80
-
121.64
121.64 LBS/YR - 32.80 ACRES = 3.71 LBS/AC/YR > 3.6
PEAK RUNOFF CALCULATIONS
INCREASED IMPERVIOUS AREA = 5.26 ACRES X 100% = 16.04% > 15%
32.80 ACRES
50 LOTS X 3,000 SQ. FT. PROPOSED IMPERVIOUS PER LOT = 150,000 SQ. FT. OR 3.44 ACRES±
PROPOSED PAVEMENT = 1.82 ACRES±
TOTAL PROPOSED IMPERVIOUS = 5.26 ACRES±
NO.
REVISION
DATE
\ �/ N 8915 00 W 468.74 )\ 4- o o C - r
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MICHAEL A. SMITH
I\ >o \ / •a / , I / PROPERTY
19T' , I �' c,\ ( 10 / _ I l / ESTATE FILE 0014E-659
DEED BOOK 930 PAGE 330
\\ n ocs\ 0 128 N ' , j 122 3 ; PLAT CABINET 8 SLIDE 156 TRACT NO. 11
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ESTATE FILE 0084E-216
\1\ \ `J o�^ / ,� � � / PROPERTY
N'�// PLAT CABINET B SLIDE 156 TRACT NO. 10
93 C I \ D 35\t \ 156' ,' I / I ( (WOODSLAND)
52 ; 96 A l I1 ;
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114----------A 1 - 95
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LAND SURVEYING • ENGINEERING • PLANNING
License Number: F-1054
300 East Walnut Street
Goldsboro, N.C. 27530
www.kornegaysep.com [phone] Fax: [phone]
M
/' MICHARL ARNOLD SMITH \---110---
PRARNOLD \ 2" S'
PROPERTY OR
ESTATE FILE 0014E-659 �\ I SF-9.5 SUPERPAVE
\ O I 4" PER FT.
DEED BOOK 930 PAGE 330
PLAT CABINET B SLIDE 156 TRACT N0. 4 \ �, �" 'PER FT. 1
(AGRICULTURAL AND WOODSLAND) \\ \ .............................
VOLUNTARY AG DISTR \\ \` 9" SOIL TYPE BASE COURSE
OG ICT PROPERn\\ ` N,
HOG FARM 1/2 MI . E5 1/2 MILE gu I rL•
LE BUFFER FFER
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PRELIMINARY SKETCH PLAN
pF;.�oFESS/0 =.;'G
SEAL So ETTLERS PGONTE SECTOON FOVE
L-944 = PIKEVILLE TOWNSHIP
3);" SURD ,; WAYNE COUNTY, N.C.
RiQ�
R.O. W.
6' 6'
�7
?i
TYPICAL ROAD SECTION
(NOT TO SCALE) ,_ ,_ 6"
NOTE:
ROAD SIDE DITCHES MUST NOT BE CONSTRUCTED AT A
DEPTH OF MORE THAN 3 FEET. DITCHES THAT EXCEED 3 j
FEET MUST BE PIPED AND INSTALLED IN ACCORDANCE WITH
PROPER ENGINEERING STANDARDS.
LEGEND FXISTING PROPOSED
EDGE OF PAVEMENT
- - - - - - -
SOIL LINE
- -
TREE LINE
CONTOUR
----- 100 ------
ELEVATIONS REFER TO AN ASSUMED BENCHMARK
CONTOURS AT TWO FOOT INTERVALS
100 0 50 100 200 400
SCALE: 1 " = 100'
DRAWN BY:
TSB
SOIL TYPES
A -
Areas
provisionally suitable for conventional
type
septic
systems; .8 gpd/sgft
Al -
Areas
provisionally suitable for conventional
type
septic
systems; .4 gpd/sgft
A2 -
Areas
provisionally suitable for conventional
type
septic
systems; .3 gpd/sqft
B -
Areas
provisionally suitable for shallow(6"cap)
conventional type septic systems; .3 gpd/sgft
131 -
Areas
provisionally suitable for shallow(6"cap)
low profile
chamber type septic systems; .3 gpd/sgft
C -
Areas
provisionally suitable for fill(mound)
type
septic
systems; .3 gpd/sgft
D -
Areas
unsuitable for septic systems
I HEREBY CERTIFY THAT THE PRELIMINARY SUBDIVISION PLAT
SHOWN HEREON HAS BEEN FOUND TO COMPLY WITH THE
REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF WAYNE
COUNTY, NORTH CAROLINA AND THAT THIS PLAT HAS BEEN
APPROVED BY THE BOARD OF COMMISSIONERS OF WAYNE COUNTY
TO AUTHORIZE CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
AS NOTED.
DATE
CHAIRMAN WAYNE COUNTY BOARD OF COMMISSIONERS
I (WE) HEREBY CERTIFY THAT I (WE) AM THE OWNER(S) OF
THE PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS
LOCATED IN THE SUBDIVISION JURISDICTION OF WAYNE
COUNTY, AND THAT I (WE) HEREBY ADOPT THIS PLAN OF
SUBDIVISION WITH MY (OUR) FREE CONSENT AND ESTABLISH
MY (OUR) INTENT TO INSTALL AND CONSTRUCT ALL IMPROV-
EMENTS IN THIS SUBDIVISION AS TO THE COUNTY'S MINIMUM
DESIGN REQUIREMENTS, AS NOTED.
DATE
OWNER(S)
I, BOBBY REX KORNEGAY, CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION; THAT THE BOUNDARIES OF THE TOTAL
TRACT ARE FROM ACTUAL SURVEY; THAT THE INTERIOR LOT LINES
ARE FROM COMPUTED AND/OR SCALED VALUES; THAT THE ERROR
OF CLOSURE OF THE EXTERIOR BOUNDARY IS MINIMUM 1/10,000
AND NO ERROR OF CLOSURE WAS COMPUTED FOR THE INTERIOR
LOT LINES. WITNESS MY HAND AND SEAL THIS 11TH DAY OF
JANUARY, 2021.
PROFESSIONAL LAND SURVEYOR NO. L-944
GOLDSBORO, NORTH CAROLINA
" PRELIMINARY PLAT - NOT FOR RECORDATION, CONVEYANCES OR SALES."
OWNER/DEVELOPER SHEET:
DESIGNED BY: ZEBULOPH MONOmSTORLI GE (GROUP, LLC
BRK ��/�
OF: 1
DATE: PO DRAWER E, GOLDSBORO, NORTH CAROLINA 27533-9705 WORK ORDER:
1-11-2021 200599
SCALE: CONTACT: DAVID PERRY 919-734-4074 919-922-0073 [e-mail] CADD DWG:
1 " = 100' 200599
SETTLERS POINTE - PIKEVILLE TOWNSHIP, WAYNE COUNTY, NC 19-E D2251`30