HomeMy WebLinkAboutNCC222676_Site Plan or Location Map_20220725LEGEND
CMS - CONCRETE MONUMENT SET ECS - EXISTING COTTON SPINDLE
ECM - EXISTING CONCRETE MONUMENT CSS - COTTON SPINDLE SET
EIP - EXISTING IRON PIPE
D - DRAINAGE
EIS - EXISTING RON STAKE
G - GAS LINE
ERB - EXISTING REBAR
S - SANITARY SEWER
ECS - EXISTING COTTON SPIKE
W _ WATER
EPK - EXISTING PK NAIL
EN - EXISTING NAIL
E -ELECTRIC
ERS - EXISTING RAILROAD SPIKE
T - TELEPHONE
IPS - IRON PIPE SET
FH - FIRE HYDRANT
ISS - IRON STAKE SET
WM - WATER METER
RSS - RAILROAD SPIKE SET
NS - NAIL SET
WV _WATER VALVE
PKS - PK OR MAG. NAIL SET
CO - SEWER CLEANOUT
R/W - RIGHT OF WAY
TP - TELEPHONE PEDESTAL
CL - CENTERLINE
UP - UTILITY POLE
B.M. - BOOK OF MAPS
EL - ELEVATION
P.B. - PLAT BOOK
MH - MANHOLE
M.B. - MAP BOOK
BC - BACK OF CURB
D.B. - DEED BOOK
HVAC - HEAT/AC UNIT
SB - SET BACK
CP - COMPUTED POINT
EP - EDGE PAVEMENT
NCGS - NORTH CAROLINA GEODETIC SURVEY
NOTES
AREA BY COORDINATES.
THIS PROPERTY IS NOT
LOCATED IN A FEMA
MAPPED FLOOD HAZARD
AREA. FEMA MAP #
3720060600K; ZONE X;
EFF. DATE 2/2/2007.
SUBJECT TO ABOVE AND OR UNDERGROUND
UTILITIES AND OR EASEMENTS.
REFERENCES
D.B. 292 PG. 147
D.B. 513 PG. 487
D.B. 1569 PG. 280
D.B. 2118 PG. 673
D.B. 908 PG. 714
P.S. 2016 PG. 27
P.S. 2006 PG. 272
P.S. 2010 PG. 82
P.S. 2001 PG. 466
UNRECORDED MAPS
SHEARON HARRIS
NUCLEAR POWER PLANT
L-D-2841
L-D-2842
L-D-2850
OTHERS AS SHOWN
TIE LINE
..
ITAC 27 LLC
S 89°24'22"W
134.13'
N 89° 14'57"E
92.58'
N
86•3
m
US HWY 1
HARRIS
NC GRID COORDINATES
D.B. 908 PG. 583
//
359E
o
N - 676,274.38
P.S. 1001 PG. 466
/
ISS
�y
LAKE
3
ENAD
\
EIP
/
EIP
EIP
S
Cyq CO
803(2012B)
EXIST. I GATE
\ 439.76'AXLE
N 86°55 '01
"E ECM CAP
DUKE
ENERG
69.
,3
s38., S
04°31 07 W
Q
z
0
SITE
CRIMPED N 86'55'52"E
'
674.79'
D.B. 369
PG. 554
t�,
2
lVgk 81-49, F ISS
13.30
0
EIP 242.66'
ISS 73.8 123.23
I
��
Cy F CO .-
NCSR
1924LNCSR
COLONIAL GAS
PIPELINE
�' CR
rn cr
'�
`1' p
NIA, �ON�' EIP
C C�/IVTz
DUKE ENERGY
D.B. 369 PG. 554
v�?
APPX. 50'
R/W
�_
�^
1912
\
ppEIP
L- 6 ISS
NC2
EIP
S
CO 69•S2S
VICINITY MAP
(no scale)
HOUSE INSET
(not to scale)
°
PROPOSED
HOME
ti
'1ti s• hk >
'6'
�•o •o?sue
1� 0
`* oo•00
24.67-
00 0
6.29' N \�
o
A
h O
PROPOSED
GARAGE
So.
PROPOSED PLAN FOR
C & nI PROPERTIES
OF FUQUAY-VARINA
DEED BOOK 2165 PAGE 402
PLAT SLIDE 2021 - 39
AKPAR # 94710
CAPE FEAR TOWNSHIP - CHATHAM COUNTY
BUCKHORN TOWNSHIP - WAKE COUNTY
CHATHAM & WAKE COUNTY - NORTH CAROLINA
SCALE : 1 " = 200' - JANUARY 4, 2021
200 0 200 400 600
GRAPHIC SCALE - FEET
BENTON W. DEWAR AND ASSOCIATES
PROFESSIONAL LAND SURVEYOR
5920 HONEYCUTT ROAD
HOLLY SPRINGS, NC 27540
PH. # (919)-552-9813
I, BENTON W. DEWAR, PROFESSIONAL LAND SURVEYOR
NO. L-3040, CERTIFY:
THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND
OR ONE OR MORE EXISTING EASEMENTS AND DOES NOT CREATE
A NEW STREET OR CHANGE AN EXISTING STREET.
FOR THE PURPOSES OF THIS SUBSECTION, AN "EXISTING PARCEL"
OR "EXISTING EASEMENT" IS AN AREA OF LAND DESCRIBED
IN A SINGLE, LEGAL DESCRIPTION OF LEGALLY RECORDED
SUBDIVISION THAT HAS BEEN OR MAY BE LEGALLY CONVEYED
TO A NEW OWNER BY DEED IN IT'S EXISTING CONFIGURATION.
BENTON W. DEWAR NCPLS 3040
I, BENTON W. DEWAR, CERTIFY THAT THIS PLAT WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION DEED BOOK 2165PAGE _2165_ MAP #_2021___ PAGE_39___;
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN
FROM INFORMATION FOUND IN DEED MAP BOOK ______ PAGE ______;
THAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY AS CALCULATED IS
1 _ 10,000+ ___; THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G.S. 47-30 AS AMMENDED. WITNESS MY ORIGINAL SIGNATRUE,
LICENSE NUMBER AND SEAL THIS 4th- DAY OF _JANUARY_____, A.D. 20 22--
'\ EIP �\ 3p� 02' F EIP
414.8' PROPOSED
r'O
\ HOME 224.6'
EIP \ S 05°51'42"W
MANHOLE 180.81'
\ OVERHEAD WIRES POND ISS ie�EIP -- pX.
qA
1$A\ N 54° 10'27"E CO�IV7),
PROPOSED 1 ��� TIE LINE
\
\ �Q TOWN OF CARY & APEX GARAGE EIP g
EFFLUENT OUTFALL PIPELINE EASEMENT 5
\ D.B. 1584 PG. 642 STING
\ j DRIVE 248.3'
DUKE ENERGY
EIP a? D.B. 369 PG. 549
\ ! J 00 N�
50.69 ACRES o In- o
\jam TO ROAD R/W �`� o� 56,q
N 43 U)
6!
EIP EIP 314.73' 8 ,0 �s�, 1
N 87°55'43"W EIS
N 87°47'37"W
56.52'
JAMES & REBECCA HUNT
D.B. 20891 PG. 889
P.S. 2006 PG. 27
N 87°56' 18"W
203.84'
LINE CALL TABLE
COURSE BEARING DISTANCE
L-1 N 24°43'23"W 152.64'
L-2 N 25°26' 17"W 1 15.15'
L-3 N 25°20'39"W 144.75'
L-4 N 27°54' 13"W 75.43'
L-5 S 23° 1 1 '04"W 137.25'
L-6 N 85°31'46"E 248.54'
L-7 S 38°07'53"E 207.20'
L-8 N 19°40'53"E 152.50'
L-9 S 38°45' 15"E 88.12'
L-10 S 38°35'44"E 144.58'
L-11 S 38°45'05"E 296.29'
L-12 S 38°41'55"E 297.96'
L-13 S 38°28'42"E 293.00'
L-14 S 38°22'02"E 287.97'
L-15 S 37°39'03"E 305.31'
L-16 N 38°59'52"W 363.41'
L-17 N 38°22'02"W 287.70'
L-18 N 38°28'42"W 293.18'
L-19 N 38°41'55"W 298.10'
L-20 N 38°45'05"W 296.23'
L-21 N 38°35'44"W 144.58'
L-22 N 38°45'15"W 45.11'
4�0 CARpr''':
X ` L-3040 X
'� �•• ly�O SURW.
VEy�� : • �`
EIP S ,0 2s 3,,,IV
C�dJ, sO
0 ��. EIP
EIP
�'5
EIP NQ) DUKE ENERGY
\ GJ� Dc(:) D.B. 369 PG. 549
\\ EIP ECM
\\\ 128 8 5746„E SH 357
\\\S 69 0`36' EIP N 7 4.31,
c\i o 23
ti
14.75 v) v'\\�� c/)
sz. \\r?
EIP ORp \\"O. 0) CJ o
CAP J O EIP
2 EIP
m
06
S 65°21'25"E
c9��
159.08,
c' O`9 \\�
EIP
®/
ISS
\\
ECM
SH 358
\\
\\U�
�
o
Ln
N�\N
0
0
N
\\�1
N
O
\\SOLD BUCKHORN
ROAD
ISS
co
\\
S 83•28 18 E \\
(ABANDONED)
S 29°40'45"W
\\EIP
553.58'
EIP 0 88.78
g 1
2�1
W
EIP S ,618'37
�
S
d�
DUKE ENERGY
JAMES E. POLLARD
EIP
D.B. 369 PG. 549
D.B. 379 PG. 594
s�
P.S. 2016 PG. 27
N
�
EIP c-)
S 85°41'19"E
1.35'
�
EIP
ISS
792.30'
EIP
1W
S 87°54'04"W
TOWN OF CARY & APEX
EFFLUENT OUTFALL PIPELINE EASEMENT
D.B. 1584 PG. 643
ncn DUKE ENERGY
EIPs rj ^cv D.B. 361 PG. 82
C\1 ro
sz. O O
c6 N
O� o
F O
<� EIP V)
EIP
< Nc,
EIP ti�`L5
BENTON W. DEWAR, NCPLS - 3040
El
20-108L
AUSLEYC\14A\600