HomeMy WebLinkAbout09060011 Providence at Old Meridian, Roberts Camera Shop, Development Plans, pg Bw
03
0
U
FOUND 1/2" IRON PIPE
O.4' N. 01' E.
N.E. COR., N.E. 1/4, S.E. 1/4,
S.E. 1/4, SEC. 26, T.18N., R.3E.
INTERSECTION OF LINES CONNECTING
OPPOSITE 1/4 1/4 SEC. COR.
0= 45'25'36"
R= 130.00'
L= 103.07'
T =54.42'
REMAINDER
PROVIDENCE COMMERCIAL
PARTNERS, LLC
1.114 Ac. f
ev
ASPHALT
6.
N.W. COR., N.E. 1/4, S.E. 1/4,
S.E. 1/4, SEC. 26, T.18N., R.3E.
MATHEMATICAL SPLIT
FOUND REBAR W/ CAP
STAMPED "WEIHE"
0.5' S. 0.7' E.
NOW OR FORMERLY
JAM MUSICAL PROPERTIES, LLC
LOT i PROVIDENCE AT OLD MERIDIAN
INSTR. No. 2003-118576
N
ASPHALT
N89'01'01 "E 664.21'
4
MONUMENT TO BE SET
AFTER CONSTRUCTION
MONUMENT TO BE SET
AFTER CONSTRUCTION
CRASS i
D=44'05'38"
8=130.00'
L= 100.05'
T=52.65'
S89 "W 663.57'
GRASS
AREA UNDER
CONSTRUCTION
TALL WEDS
FOUND REBAR W/ CAP
STAMPED `GRIPE'' 1.1' S.
PROVIDENCE AT OLD MERIDIAN PHASE TWO
INSTR. No. 2003-118575
P.C. .3, SLIDE 300
LOT 11
LOT 12
LOT 9
NOW OR FORMERLY
ROBERT R. SHIRLEY S. MATCHETT
HOUSE
c47
X DILAPIDATED FENCE
N89•03'12 "E 294.01' (M
LOT 10
PROVIDENCE COMMERCIAL
PARTNERS, LLC
INSTR. Nos. 2004 -30494
2004-30495
TOTAL AREA
TRACT "A"
2.717 Ac. f
NO BUILDINGS
\i„ 1 1
MONUMENT TO BE SET N
A=12'03'40"
750.00'
L= 157.88'
T= 79.23'
N.W. COR., N.E. 1/4, S.E. 1/4,
S.E. 1/4, SEC. 26, T.18N., R.3E.
MATHEMATICAL SPLIT
TALL WEEDS
TALI WEEDS
AFTER CONSTRUCTION 589.07'02 "W
129.95' (M)
130.08' (R)
AREA UNDER
CONSTRUCTION
S.E. COR., N.E
S.E. 1/4, SEC.
INTERSEC e ,N
OPPOSITE 1/4
N
to
N
1/4, S.E. 1/4,
26, T.18N., R.3E.
OF LINES CONNECTING
1/4 1/4 SEC. COR.
FOUND REAR W/ CAP
STAMPED "GRIPE'
0.6' S. 3.3' E.
FOUND STONE
5.5' S. 2.9' E.
1 G tF 4h
*O.
c_
ZN oQa
i 0
LID v O :tr
o� z d
w
r
8.0'
P.O.B. TRACT "A"
FOUND REBAR W/ CAP
STAMPED 'SVEIHE"
1.8' S. 2.3' E.
F OUND REBAR
2.6`S. 1.7 E.
s00 3' 50" W
73.87' (M)
73.30' (R)
MONUMENT TO BE SET
AFTER CONSTRUCTION
OUTLOT "8
PROVIDENCE TOWNHOMES
PARTNERS, LLC
INSTR. No. 2003- 118575
P.C. 3, SLIDE 300
d
N
N.W. COR., S.E. 1/4,
SEC. 26, T.18N., R.3E.
FOUND PK NAIL
PER H.C.S.R. TIES
N.W. COR., S.W. 1/4, S.E. 1/4,
SEC. 26, T.18N., R.3E.
NO MONUMENT FOUND
MATHEMATICAL SPLIT
S.W. COR., S.E. 1/4,
SEC. 26, T.18N., R.3E.
FOUND PK NAIL
PER H.C.S.R. TIES
0 0 0
N89'02'05"E 1330.99'
N89'01'01 "E 1328.42'
S8B•59'57 "W 1325.85'
SEC
E
BTC
T
BCTV
CTV G
W
c..0
x
H.C.SR
NOTE:
THIS SURVEY REFI.ECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION
AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN NE EXACT LOCATION INDICATED, ALTHOUGH
HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
UTILITIES.
N89'02'05 "E
S.W. COR., S.E. 1/4, S.E. 1/4,
SEC. 26. T.18N., R.3E.
NO MONUMENT FOUND
MATHEMATICAL SPLIT
LEGEND
P.W.P.
ROW UNE 0 POWER POLE
BURIED ELECTRIC UNE
OVERHEAD ELECTRIC ONES
BUM TELEPHONE UNE
TELEPHONE UNE
84URIED CABLE T.V. LN€
CABLE T.V. LINE
GAS UNE
WATER LINE
SANITARY SEYsER UNE; MANHOLE
SANITARY CLEANOUT
Q STORM SEWER LINE; MANHOLE ENDSCCTION
CL)RB INLET
BEEHIVE OR ROUND INLET
SQUARE FLIT INLET
FENCE UNE
SET PK NAIL UNLESS O1HERYASE NOTED
SET CAPPED REBAR STAMPED S&A FIRM j 0008
tiMILTON COUNTY SURVEYOR'S RECORD
N
0
0
0
z
S88'59'57" 651.70'
GRAPHIC SCALE
IN FEET
1 inch 40 ft.
xx
Tr
E.FP
E.2
-0-
T.P0
TV.P9
T.C.R°
M.O.
2661.99'
N89'02'05 "E 1330.99'
N.W. COR., N.E. 1/4, S.E. 1/4, N.E. COR., S.E. 1/4,
SEC. 26, T.18N., R.3E. SEC. 26, T.18N., R.3E.
NO MONUMENT FOUND FOUND PK NAIL
MATHEMATICAL SPLIT PER H.C.S.R. TIES
N.W. COR., S.E. 1/4, S.E. 1/4,
SEC. 26, T.18N., R.3E.
FOUND 1/2" IRON PIPE 0.4' N.
OF THE INTERSECTION OF LINES
CONNECTING OPPOSITE 1/4 1/4
N89'01'01 "E
N89'01'01 "E 664.21'
S89'OO'29 "W 663.57'
588'59'57 "W
888'59'57"W 662.92'
DETAIL:
SOUTHEAST QUARTER OF SECTION 26,
TOWNSHIP 18 NORTH, RANGE 3 EAST
SCALE: 1" 300'
LIGHT POLE
ELECT. TRANSFORMER
ELECT. PEDESTAL
ELECT. METER
GUY MIRE
TELEPHONE POLE
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
CABLE T.V. POLE
CABLE T.V. PEDESTAL
TRAFFIC SIGNAL POLE
TRAFFIC MANHOLE
TRAFFIC CONTROL BOX
GAS VALVE
GAS METER
WATER METER
WATER VALVE
ARE HYDRANT
MAILBOX
Sc 0.1' E.
S89'OO'29 "W 663.57'
S.E. COR., S.E. 1/4,
SEC. 26, T.18N., R.3E.
CALCULATED POSITION
SEE SURVEYOR'S REPORT
1325.85'
S88'59'57 "W 662.92'
SEC. COR.
1328.42'
N89'01'Ol "E 664.21'
N.E. COR., S.E. 1/4, S.E. 1/4,
SEC. 26, T.18N., R.3E.
NO MONUMENT FOUND h
MATHEMATICAL SPLIT of
U)
r
0
0
c'3
2)
RJC GG
SHEET NO.
OF 2 SHEETS
S JOB NO.
46448 LTS 3
W
0
0
0
O
z
r
SECTION: TOWNSHIP: RANCE:
26 18N. 3E.
DRAWN BY: CHECKED BY: