NCC232998_Site Plan or Location Map_20231005

BKBM2016PG02192
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1 r \
BUILDING SETBACKS 0=
Z SEPTIC EASEMENT LINE DATA
ZONE R YARD N 0_ RDT H NC GRID (NAD 83)
o FRONT - 15' NUMBER BEARING DIST, z
DURHAM Rp, NC 98 z CORNER YARD 15 L-10 N 41'18'16" E 68.16'
z N
-I SIDE YARD - 7.5' L-11 S 44'48'26" W 33.14' N R
REAR YARD - 15' COMBINED SCALE FACTOR=0.99995432 O W 0 mo
o
L-12 S 39'17'12" W 38,84' Z
V i o
r FROM WATERSHED BUFFER - 20' L-13 S 43'00'02" W 13.37' = Z
N Z o `SITE
•
I cn ZONE R-80W
cn 0 x FRONT YARD - 20' J Q X
'� CORNER YARD 20'
SIDE YARD - 10 Z' x
Po
0 0o
REAR YARD - 15'
FROM WATERSHED BUFFER - 20' O o + O
-J d a 1 0 Z
77
v I I m
1 2 o o
K. M. EDWARDS M. D. JONES 3 4
VICINITY MAP N. T. S. I, CONTROL / DB 10745, PG. 341 a DB 13758, PG. 804 H. JONES E. H. JONES
CORNER BM 1979, PG. 985 DB 10559, PG. 1790 a DB 2801, PG, 563
N=813,939.98'
LEGEND BUILDING SETBACKS E=2,099,202.78' (372.35') 1 0.11' WEST
ZONE R-�40W (NAD 83) 1 OF LINE 25' TREE AND VEGETATION I 0.38' EAST
LINES SURVEYED � 15' L 1 S 01'49'05" W EIP PROTECTION ZONE 1 OF LINE ; co Q
LINES NOT SURVEYED FRONT YARD - R/W MOyGS. (184.09') (49.48')\ (105.00') 33.78'� (3 F8') �212.55 N _ EIP PAINTED & BLAZED LINE EIP _ 1763.74' 0 0
D.P. ---- EXISTING IRON PIPE CORNER YARD 15' ppS o / I. \ \ D \ (98.00') (151.00')' (198.48') (63.02') o0p •
I.P.S. ---- IRON PIPE SET SIDE YARD - 7.5' i�/ �/ /o \m J'\ �O �`10 \ S _
C.M.S. --- CONCRETE MONUMENT SET REAR YARD - 15' ONP N/ ^ 2 0 -1 rn (O �• Q
E.C.M. --- EXISTING CONCRETE MONUMENT FROM WATERSHED BUFFER - 20' N M O I�, \P �\ c\ ,, -\� N 30' PERIMETER BUILDING SETBACK - 0 J
P.K.S. --- P.K. NAIL SET a� Z.N/ INp\N LOT 2 ��\� LOT 3� rF�j �� �i� \ u1 5 N W mO O
E.P.K. --- EXISTING P.K. NAIL * 0 I (5‘\?, SEPTIC ,A\°• SEPTIC 9� `7 --i Z ct
ZONE R=80W
R/W ---- RIGHT OF WAY FRONT YARD - 20' / °��/ I ° \ EASEMENT \ EASEMENT �9\���352.29' v: N. 45048 S.F. v J cki v
D.B. ---- DEED BOOK / U LOT 1 4 �' N 1.03 AC. co = 6
P.P. ---- POWER POLE CORNER YARD 20' / 3 c�� I SEPTIC \,. . \
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O.H.W. --- OVER HEAD WIRE
SIDE YARD - 10' 3 / ? � I EASEMENT \ 4p (71.60 �59 a+ ,p'po ,\2 44293 S.F. 4 NN MISA=8,500 S.F. z ¢ 0
R.R.S. --- RAILROAD SPIKE REAR YARD - 15' i o Cl- OPEN 5'35 62' �• A �" 1.02 AC. Cr) ct
Lo 0
I S p8 55,00 N \ 7r. 9v (cF Q�00. MISA=B 500 S.F. ?� ,›'f'F 'v� Q Z
(1234) -- ADDRESSES FROM WATERSHED BUFFER - 20° Q \ ) / SPACE I - r.(50.00') (64.70) N - o G O _
(MISA) -- MAXIMUM IMPERVIOUS (A \ •\ �' 1 0
t's. Ill\ NSA
U // i� 193312 S.F. I•
w w St 9i���p �TTG . '\ N, 4��80� co ; O
SURFACE AREA CO �� 1ho �= Th \ J,y �� \ p ROB\ V J 0 w
/ 4.44 AC, r� co a'
�J / \� l� o \ \ �G�f. `� \ \ �p C-10 6'�4 59' N 01'16'33" E D N
NORTH CAROLINA �. / I '� N \ 15 0
WAKE COUNTY .� -�
Q=I? /� �� \\ moo\ r v 400 43 S.F. "J \,Px/Ch'°� q.,� \� C�9 -35 _ S 01'1�' 3" W _ J NI, Barry L. Scott, certify that this plat was drawn under my supervision r 4 / \ \ N� g 2 0.92 AC. SF qT R C m
from (an actual survey made under my supervision)(deed description recorded C.) ^ \ / I J�S� , T 'yF FR (119.4 •�oo
in Book 15552, page 2772 etc,)(other), that the ratio of precision as �� ca l :n\ \ \`°� I �25.`�' 1 42970 S.F. MISA=8,500 S.F. \�', ti G'0 �G� M co
calculated by latitude and departures is 1/10,000, that the boundaries not �Q� \\ \\ f ca,\ ' vB� 41089 S.F. 0.99 AC. �\ 1 1 �• 6 -� \\ 1 +� 0
surveyed are shown as broken lines plotted from information found in Q -.I ^o / ^ 2 0\�� / 0.94 AC, MISA=8,500 S.F. \cs`. \' C \ K W
)
Book _SEE , page _REF. . that this plat was prepared io accordance with 00 x / o\ �i9 0, y\ cP� \ \ MISA=8,500 S.F. `� j
the G.5. 47-30 as ammended. Witness my on anal signature, registration Q b / ® I B TF sG �y�n� I MISA=8,500 S.F. •
0 C�1 ��
number and seal this 29th day of OCTOB A.D. 20. 15 , 9 OD 160 -51 , - \ \ 70 69 ` 1 � 1 .3= z
N
Q /11I c/ °�'\ �s�FaA�/.1, I w �. cr G \ _ -_ 53492 S.F. eL
W
�' / A YS(� \'``>� <9G< \\ o gg c,i 4 N s6 v \\•' BLDG.•,\ 1.23 AC. Z \
(�a. This survey creates a subdivision of land within the area of a county y N 94,79, �n� i �p I � a G��B �p \1 BMP ACCESS & \--
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or municapality that has an ordinance that regulates parcels of land. / 14 48, \ (0 1608 .0 5 P� • M INTENAN^E EASEMENT > u Ct
-
O b. This survey is located in a portion of a county or rnunicapality that os/ -r 53 ' F= I �00 C-' v i� V`e 20' PUBLIC \" �1 J -� 1 w 0 0
is unregulated as to an ordinance that regulates parcels of land. / _S 14,¢ ® -, `. C� Do VV R�� 6 DRAINAGE \ I 1 m rn
O c. Any one of the following: 8'S3" -3 _ p O \�`C N 1 01 EASEMENT `�\ A�00• 1 i� W �+♦ W
1. That the survey is of an existing parcel or parcels of land and does - /„ /�2 g4 g W 100' YEAR C-4 `` PV8 9 'i' N w
not create a new street or change an existing street; a BACKWATER Gj� gg l \ ��9tiGS �--- .�� Z d r�1 J z
9 _ ) `ram V,
2. That the survey is of an existing building or other structure, or natural �� / N /EgSBME \ CT41 EASEMENT - �• q
feature, such as a watercourse; or bz o / NT \ VT-
i l C-40 cN'' 605 71 \ - 1 9�•p -
tiFSG G�����, �s`� "'\ \5. U) ' 0 a W J 0 U
(24
co
3. That the survey is a control survey. e / 2Li i\ N \ 0 1
O d. This survey is of another category, such as the recombination of o / / 11613 °off \ 8 ••
existing parcels, a court-ordered survey, or other exception to the definition / MAIL (Ni � 1609\ 50737 S.F. I OG �- N 0 31�5 ' Q W d
of subdivision. KIOSK 31 \N \ o\ LOT 1.16 AC, 'O `B' `� 265.0�--- Z
O e. The information available to the surveyor is such that the surveyor is EASEMENT 46055 S.F. 02 Q<DO Fp m
unable to make a determination to the best of the surveyors professional / Ig 1\a\ 1.06 AC. MISA=8,500 S.F. >• a w
3
ability as to provisions contained in ) through (d) abo / * / c/1 \ \ I \ 72 \sc°� ''^^ 1� <
:0
/ I a / w.yr.• \ 48302 S.F. Z \\9�'f FL ARD VJ r =
/ 3 �ZIZ \ \ m' iOp' 1.11 AC. i --
7 BMP ACCESS & P SOILS
�_ . / �N O �') 1\ 18 1WELL 1 Z MISA=8,500 S.F. N. .� MAINTENANCE EAS , NT J eL
7/7-----
74, of
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Professional Land Surveyor / moo I J� I I I a, ��5$., W D
l cu zi 20>- I - N I I I / o• Or 1,1 _/ Q ov
This parcel is located in the WAKE COUNTY Planning jurisdiction. / iu0 \BU/c.o�` I ,- v7 W :.. 1g5.6� , SB R��ER & �,� �� /�
/ - LNG S _I----J / L- _ Ill R�6_ 16 ` NFU OFFER �- /y
/ 2 SNpwgr4-R ETgACK I J/ 231.1"' L N 02'01'42" E 22 _ G SEYBACK RPPR\PN B // L.L.
w/ �\ �� R Y ,? ' - --------- 20' BUILD\N- ,-- 1E SUP -)FFBR�.-- '^"-'-/ / '•
i\ \ BUFFER I - W PSERSNEO - '.- / Zrn
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Ct
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. (10.11') / (2.72'1 --------___---- -`mil / N J BqC�-/
• r• • L-3156r�-a OPEN /� W
' '. f \C . a , = EI 125gEIP I SPACE t•--- S�PP�Oi.. w
1.;:-.--,-,�F •',, 31\g,,1, V w 73 917216 S.F. \ \ 10,-(c....SN6 B = o U
,• 21.06 AC. P co
,...,., .,r , 0 \ \ W TO 1� I cn
f: (1246.90') F P PRD "B" 1- ZO
/ N1.50\\-S / / `� 0
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ETHANS MEADOW LLC I N 06'12'58" E '
DB 16100, PG. 2361 SEE SHEET 5 FOR
CL
/ 1'EIP III CALLS ALONG CREEK d
30" GUM WITH 0 Z
POINTERS
ETHANS MEADOW LLC O
/ .
WAKE COUNTY, 213 100' 50' 0' 100' DB 16100, PG. 2357
LAURA M RIDDICK / ,1
REGISTER OF DEEDS �, to cr,
ictPRESENTED S RECORDED ON m m
to
o I I 12/20/201G 14:49:04 . 1" = too' N co W c i o 0
III
III 11111 IIH�I III I III HORIZONTAL GROUND DISTANCE I m N N 0 N
AREA COMPUTED BY COORD.
BOOK:BM2016 PAGE:02192 GEOMETRY METHOD s_p 7- 14 0 Y 0 8
m ' ix
WAKE SHEET 3 OF 5 o
THIS PLAT RECORDED IN B. O. M. / P. B. / P. C. g , P G. ��/ • _ ` Wj