HomeMy WebLinkAboutsite planVICINITY MAP (no scale)
LEGEND
CMS
- CONCRETE MONUMENT SET
ECS -
NOTES
ECM
2D
CSS -
COTTON SPINDLE SET
EIP -
EXISTING IRON PIPE
D -
DRAINAGE
NC HWY 42
EXISTING IRON STAKE
G -
AREA BY COORDINATES
ERB
- EXISTING REBAR
S -
SANITARY SEWER
ECS -
EXISTING COTTON SPIKE
W -
WATER
EPK
- EXISTING PK NAIL
1
EN -
THIS PROPERTY IS NOT LOCATED IN
A FLOOD
ELECTRIC
11 O'
10
T --
TELEPHONE
IPS -
IRON PIPE SET
FH -
FIRE HYDRANT
ISS -
Duncan
WM -
WATER METER
HAZARD AREA AS DETERMINED BY FEMA. MAP #
- RAILROAD SPIKE SET
COURSE
BEARING
DISTANCE
NS -
�
=
37085CO010 D; ZONE X; EFF. DATE
4/16/90.
- PK OR MAG. NAIL SET
C/O -
SEWER CLEAN OUT
R/W
- RIGHT OF WAY
TP -
TELEPHONE PEDESTAL
o
CENTERLINE
UP -
PROPERTY SUBJECT TO ABOVE AND
OR UNDERGROUND
4"
L -1
ELEVATION
S
5748'05 "W
102.63'
MANHOLE
OAKRIDGE
z
BC -
UTILITIES AND OR EASEMENTS.
D.B.
COMPACTED
STONE
_
HEAT /AC UNIT
SB -
SET BACK
463.74'
COMPUTED POINT
J RIVER RD
EDGE PAVEMENT
NCGS
- NORTH CAROLINA GEODETIC SURVEY
L -3
S
61'36'47 "W
GO
r
TYPICAL CROSS SECTION
L -4
S
64'29'46 "W
86.14'
Y
REFERENCES
PRIVATE DRIVE
L -5
S
69'24'01 "W
108.28'
�°
°
D.B. 991 PG. 583
L -6
S
74'45'10 "W
44.94'
AVERY SPENCE RD
D.B. 997 PG. 780
D.B. 1351 PG. 741
D.B. 1741 PG. 968
D.B. 1750 PG. 80
PC F SLIDE 650 -D
MAP # 99 -237
LEGEND
CMS
- CONCRETE MONUMENT SET
ECS -
EXISTING COTTON SPINDLE
ECM
- EXISTING CONCRETE MONUMENT
CSS -
COTTON SPINDLE SET
EIP -
EXISTING IRON PIPE
D -
DRAINAGE
EIS -
EXISTING IRON STAKE
G -
GAS LINE
ERB
- EXISTING REBAR
S -
SANITARY SEWER
ECS -
EXISTING COTTON SPIKE
W -
WATER
EPK
- EXISTING PK NAIL
1
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
WV _
WATER VALVE
NS -
NAIL SET
PKS
- PK OR MAG. NAIL SET
C/O -
SEWER CLEAN OUT
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
TYPICAL PARKING SPACE
9' —
"E
E �2809
11E� EPK N
TECS 366 45,p2 �� 09 Sa W EIP c R GERALDINE 8. 1 TRUELOVE W.B. 2004E c.�a '� o
1 1
0538
°r
.0 \ n o
c� EIP
C�
d
18
N
TIE
TO A PKN
LINDY M. WOOD et ux
INTERSECTION
N
D.B. 1182 PG. 191
°
N
p- ______________S
PC F SLIDE 650 -D
85'54'16 "E
568.65' -- - - --"- CID
°
J
EIS N
N
Ln
1
0°
m
CO 0' INGRESS, EGRESS
5
a
o
CO
�10" PUBLIC UTILITIES
Flo
N
TIE
TO A PKN
CENTERLINE
INTERSECTION
N
60'08'20 "E
980.79'
�\ UV
z I� EASEMENT - -`
_ _ _ ► MAP 99-237 / Q7 BLONZIE L. MASON
I—EIS IN — / D.B. 1131 PG. 915
EIS S 85'35'28 "E 1 -
SHIRLEY H. JONES
D.B. 1144 PG. 552
Z
-P,
Lp
A
OP
A
C0
i0.
W
VER R'o AD
V
O AKR,1D GE 141 S '—'..erg_
6o 1C ' ':50
23��' 360.00
N X72
86 ' 25 p0 l
SOCCER FIELD
3601
25,5-7'
754.43'
N 84'10'27"w
GERALDINE B.
TRUELOVE
W.B. 2004E
0538
Ln o
'c
o_ SOCCER FIELD
'o
o,
360•p0
SOCCER FIELD
Up
0
�' sD
EIPI
CONTROL II
CORNER
I
1
I
I
I
I
I
sso ERS N 1BZ
N —�
2?0
9950 IP
EPK
64 PARKING
SPACES
A- 109.64'
R90.00'
A--78.54'
R50.00' /X
awN
18'
20'
PROPOSED
GRAVEL
PARKING /DRIVE
EIP
N ,4 3p16W
BONNELL J. SENTER
D.B. 997 PG. 780
PAVE. S 85.54' 16 "E 329.76' /
ISS 154.59' S „
Z
N �
0 6'
Co C
ERS
O 279.27' EIS -- - - - - 85_43 40 E_____
ER
VERNON WAYNE HOWELL )0�9� i 323.41' —'°Cp
D.B. 1741 PG. 968
ISS °-
PK /
EIP TIE LINE
N 74'44'26 "E
50.19'
30.86 ACRES EXCLUDING R/W
82;�.6g'
1()08.19,
PROPOSED SOCCER FIELDS
OAK RIDGE FIELDS
3408 OAK RIDGE
FUQUAY- VARINA,
OWNER : BRYAN
101 MELS MEAE
SCALE: 1 " = 100' -
1,11111 1111 ///
CA0Oigi
'fE53.
t
y do suAV��*
``.` z-
%%
RIVER ROAD
NC 27526
K. HOWELL
IOWS DRIVE
OCTOBER 16, 2012
100 0 100 200 300
GRAPHIC SCALE - FEET
BENTON W. DEWAR AND ASSOCIATES
PROFESSIONAL LAND SURVEYOR
5920 HONEYCUTT ROAD
HOLLY SPRINGS, NC 27540
PH. # (919) -552 -9813