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NOTES:
1. All lines traversed with an ratio of precision of 1:25,500.00.
2. North Carolina Geodetic Monuments were not found within 2000’.
3. Easements and Right-of-Ways not surveyed unless shown otherwise.
4. If this map does not have an original signature and seal, this map is not valid.
5. This map is for RECORDATION.
6. Underground utilities, tanks, and or lines not surveyed unless noted otherwise.
7. Boundary corners not occupied unless noted otherwise.
8. This map is for the exclusive use of the named in the title block.
9. It is understood that the lines not surveyed are checked with adjoining deed and as traversed.
10. All curves by chord unless noted otherwise.
11. Area computed by coordinate method.
I, J. David Lee, II, NCPLS L-4175, certify to one or more of the following as indicated thus (X):
( ) a. That this plat is of a survey that creates a subdivision of land within the area of a county or
municipality that regulates parcels of land;
( ) b. That this plat is of a survey that is located in such portion of a county or municipality that
is unregulated as to an ordinance that regulates parcels of land;
( ) c. That this plat is of survey of an existing parcel or parcels of land;
(X) d. That this plat is of a survey of another category, such as the recombination of existing
parcels, a court-ordered survey or other exception to the definition of subdivision;
( ) e. That the information available to this surveyor is such that I am unable to make a
determination to the best of my professional ability as to provisions contained in (a) through (d)
above.
______________________________________________________________
J. David Lee, II, NCPLS L-4175
I, J. David Lee, II, NCPLS L- 4175, certify that this plat was drawn under my supervision from an actual survey
made under my supervision; that the boundaries not surveyed are clearly indicated as drawn from information
found in Deed Book (See References); that the ratio of precision as calculated is 1:25,500.00; that this plat was
prepared in accordance with G. S. 47-30 as amended. Witness my original signature, registration number and seal
this __th day of ________, A.D., 2007.
______________________________________________________________
J. David Lee, II, NCPLS L- 4175
25 0 505075100 100
1 inch = 50 feet
( IN FEET )
GRAPIC SCALE
Deed References:
No. Revision/Issue Date
SYMBOL LEGEND
POWER POLE
PROPERTY CORNER
FIRE HYDRANT
NON SURVEYED LINE
SURVEYED BOUNDARY LINE
EXISTING OVERHEAD POWER
PAGE
DEED BOOK
NOT TO SCALENTS =
DB =
P =
S T
ryon S
t
S Colle
ge St
S Bre
vard S
t
S Cal
dwel
l St
E S
tonew
all St
John Belk F
reeway
E M
oreh
ead S
t
277
City of Charlotte
VICINITY MAP
NTS
Site
SSSSSSSSSSSSSSPDEPDEPDEPDEPDEPDEPDEPDEPDEPDEPDEPDE
1595.74’ (GRID)
1596.00’ (GROUND)
S85%%d19’12"W (TIE)
DB 09009; PG 938 DB 09869; PG 402
STATE PROJECT #8.1654829
POINT OF INTERSECTION
S43%%
d45’53"E (T
IE)
280.9
4’ (G
RO
UN
D)
MULKEY 700 NAD 83N=540,823.99(FT)E=1,450,127.07(FT)
GRID FACTOR = 0.999839
280.8
9’ (G
RID
)
CITY OF CHARLOTTE MONUMENTK27.15 NAD 83
N=540,621.10(FT)E=1,450,321.40(FT)
GRID FACTOR = 0.999839
NA
D 8
3
12. The purpose of this survey is to abandon 3.604 acres of existing I-277 NCDOT Right-of-Way, Said
This plat is not subject to the provisions of the City
of Charlotte or Mecklenburg County Subdivision Ordinances
and does not require the approval of the Charlotte-Mecklenburg
Planning Commission. However, any further subdivision
of this property may be subject to these provisions.
Charlotte-Mecklenburg Planning Commission
____________________________________________________
Planning Commission Staff Date
State of North Carolina
County of Mecklenburg
I,__________________________________, Review Officer of
Mecklenburg County, certify that the map or plat to which this certification
is affixed meets all statutory requirements for recording.
____________________________________________________
Review Officer Date
S38%%d03’18"E
DISTANCEBEARING
LINE TABLE
L3
L4 S70%%d11’34"W
L5 N50%%d33’40"W 49.42’
N69%%d26’34"W 41.92’
N51%%d59’47"E 79.70’
40.33’
L10
L11
L12 15.95’
N66%%d50’34"W
S67%%d31’11"E
S49%%d54’57"W
90.22’L13
L14
S26%%d21’25"W 42.93’
L15 19.47’
24.78’
2.09’N35%%d22’06"E
N35%%d22’06"E
N45%%d18’18"W
CHORD BEARING CHORD RADIUS LENGTH
CURVE TABLE
C1 206.19’ 592.23’ 207.24’
DROP
INLET
STORM
MANHOLE
DROP
INLET
DROP
INLET
STORM
MANHOLE
DROP
INLET
BR
EV
AR
D
STO
NEW
ALL
SEWER
MANHOLE
CHAIN LINK FENCECHAIN LINK FENCELIGHT POLE
W/ BASE
LOOP TOSOUTH BOULEVARD
RAMP TO I-277
SIGN
4.5’ BST SHOULDER
SIGN
SIGN
SIGN
RA
MP
TO
SO
UT
H B
OU
LE
VA
RD
SOUTH BOULEVARD
SIGN
SIGN
SIGN
CR
EE
K
SEWER
MANHOLE
JUNCTION BOX
UNKNOWN LOCATION
8’ X
6’ S
ING
LE
BA
RR
EL
BO
X C
UL
VE
RT
CNM ENTERPRISES, LLC
PID # 12513502
DB 09009 PG 938
CNM ENTERPRISES, LLC
PID # 12513501DB 09869 PG 402
EXISTING R/W
PROP PROPERTY LINE
EX
ISTIN
G R
/W
PR
OP
R/W
PROP R/W
PROP R/W
PRO
P R
/W
PROP R/W
PR
OP R
/W
EXISTING R/W
15" CMP
15" RCP
18" RCP
24" RCP
15" CMP
15" RCP
15" R
CP
24" R
CP
54" R
CP
24" T
ER
RA
24" T
ER
RA
L3
L4
C1
L5
L10
L11
L12
L13
L14
NTS
L15
L1
24" TERRA
6" PVC
PARENT PROPERTY DB 4281; PG 0994
PB 19; PG 189
Right-of-Way will revert back to the original property owner according to DB 4281 PG 0994, City of Charlotte.
NEW R/W MONUMENT(#5 REBAR)
EXISTING R/W FENCE &CONTROLLED ACCESS
(NOT SET)
(P.K. NAIL)
(P.K. NAIL)
(PAINT DOT)
(PAINT DOT)
NOT FOR RECORDATION,PRELIMINARY PLAT
CONVEYANCES, OR SALES
NOT FOR RECORDATION,PRELIMINARY PLAT
CONVEYANCES, OR SALES
2006195.01
Survey Dates 05/10/06-08/10/06
EXISTING CONCRETE
R/W MONUMENT
80.00’ BR
EA
K IN
CO
NTR
OL A
CC
ESS
CHARLOTTE
SHEET
OF
1
1
FILE NO.
JOB NO.
CHECKED BY: JDL SURVEY SUPVR.: JDL
1" = 50’
SCALE
REVISIONS
ENGINEERING & PROPERTY MANAGEMENT
DRAWN BY: CKD
DATE: 00/00/07
512-06-034
I-277/Caldwell Street Interchange Project
RIGHT-OF-WAY ABANDONMENT
SURVEY FOR
THE CITY OF CHARLOTTE
CHARLOTTE TWSP, MECKLENBURG CO., NC
Mulkey Job Number
PDE 1=457.20 SQ. FT.
PDE 2=2,584.42 SQ. FT.
PARCEL 1
TOTAL ACERAGE = 3.604
(157,001.75 SQ. FT.)
S81%%d03’17"E162.93’
N80%%d25’05"E241.40’
S39%%
d05’03"E
232.00’
S68%%d58’40"W75.10’
S70%%d11’34"W
100.05’
N86%%d54’02"W 97.58’
N62%%d41’09"W
104.51’
L2
S35%%
d47’56"E
101.00’
N62%%d47’40"W
101.28’
L21
L23
L22
L1 S42%%d10’08"E 80.00’
L2
L6
L6
L7
L8
L7
L8
L9
L9
S26%%d21’25"W 2.20’
N66%%d50’34"W 7.50’
N69%%d26’34"W 7.52’
SS
232.86’
N39%
%d05’03"W
L16 N42%%d10’08"W
L16
79.95’
L17 N49%%d38’37"W 33.60’
L17
L18
L19
L20
L18 N67%%d21’17"W 44.28’
L19 N41%%d56’49"W 24.00’
L20 N43%%d07’33"E 36.45’
L21 N24%%d30’44"E 30.91’
L22 S65%%d29’16"E 15.00’
L23 S24%%d30’44"W 30.22’
92.94’