HomeMy WebLinkAboutZ-6300-A Map 2SANITARY SEWER
MANHOLE
ELEV. IE=109.76
8" LINE
SHACKLEFORD WEST BLVD,
-- �_ (so' R/w�
"c ELEV. IE=88.�a98
STORM DRAINLIN24E
CURB INLET
a ELEV. IE=94.93
e eLFV 24" LINE
SET R/R SPIKE
f
STORM DRAIN i
LC 275.81 FT CURB INLET 1j�_7t• � X5.06
S 85'37'35" E L 278.55 FT ELEV. IE=103.08 3377 ��\
275.81' (record)
T 542;09 FT 15 LINE ��834'
275.77' record (record)
STORM DRAIN/
CURB INLET
EXCEPTION -S 1/2 Of ELEV. IE=97.06
Lot 9, Block 18
(139.5' X 25.3')
as per Survey by
Michael Watson PLS No. 957
FIBER OPTIC
BOX
•
FOUND
S
1/2- REBAR
O
FOUND
Section 9; thence S 43'45'44" W, 82.71 feet to a point
PK NAIL
3.17 MAN
OLE
Shackleford West Blvd. S 71°45'01" E, 178.37 feet (meas.), 178.34 feet (record) to a found 1/2" rebar;
1/2- REBAR
of Way line of Shackleford
FIRE HYDRANT
®
WATER VALVE
.cy
UTILITY POLE
J
GUYWIRE
0
TELE PED
m
SANITARY SEWER
S 87'53'00" E, 10.00 feet (meas. and record), to the POINT OF BEGINNING, containing 8.207 Acres (357,493
MANHOLE
m
TELEPHONE
ELEV
MANHOLE
-0
SIGN
OHE
OVERHEAD ELECTRIC
S 77
59.
(re
cora)
SANITARY SEWER
MANHOLE
ELEV. fE=98.14
8" LINE
R 0
L 1095.9FFT
T 29.53 FT
LC 59,03 FT
S 78':0'34" E
59.03' (meas.)
59.08' (record)
0
o to
N
N fO
STORM DRAI N
CURB INLET
ELEV. FL=85.91
4
NE CORNER
SECTION 9
T -1-N
R -13-W
BOUNDRY DESCRIPTION
®
Part of the Northeast 1/4 of Section 9, T -1-N, R -13-W, City of Little Rock, Pulaski County,
Arkansas, more particularly described as follows:
139 93 FT CURB INLET p
S 09'18'29« W, LC 83 FT ELEV. f1=97.2
10.00' (meOiq) 49 ELEV.
15" LINE
S 09'31'27" W o9�7�S• STORM DRAIN
10.00' (record) 2�0 587 F CURB INLET m II
9s• S3)• 00 40
ireoor F N (a a
aJ II
WALL 10-00'
RETAINING S 87'53'00 E II
10.00' (m4011. and record) p
II
II
P.O.El II
SANITARY
S
WEIR
Commencing at
the Northeast Corner of said
Section 9; thence S 43'45'44" W, 82.71 feet to a point
ELEV. FL=
3.17 MAN
OLE
Shackleford West Blvd. S 71°45'01" E, 178.37 feet (meas.), 178.34 feet (record) to a found 1/2" rebar;
on the West Right
of Way line of Shackleford
Road; thence S 02'07'00" W, along said West Right of
15" LINE
ELEV.
L=89.
2
Way line 653.25
feet to a found 1/2" rebar;
thence continuing along the West Right of Way line on said
II
21"
INE
S 87'53'00" E, 10.00 feet (meas. and record), to the POINT OF BEGINNING, containing 8.207 Acres (357,493
Shackleford Road S 02'08'34" W, 64.89 feet
to a found 1/2' rebar for the POINT OF BEGINNING, thence
-- ___N 89_21'22"
ELEV
fL=93.87
II
continuing along
said West Right of Way line
S 02'09'18" W, 209.97 feet (meas.), S 02'07'00" W, 210.00
W
I
18"
LINE
STORM DRAIN
feet (record) to
a found 1/2" Rebar, thence
continuing along the West Right of Way of Shackleford Road
11.55'
O
OPTIC
CURB INLET
S 00'32'45" E, 72.43 feet (meas.), S 00'31'51"
E, 72.47 feet (record) to a 1/2" rebar, at the Northeast
�T 0.06 -
-
-
ELEV. IE=94.83
Corner of Koger
Executive Center Unit I as recorded in Plat Book A, Page 895; thence N 87'48'28" W,
R FT \
1095.90
II
18" LINE
along the North
line of said Koger Executive
Center 373.41 feet (meas.), N 87°49'22" W, 373.30 feet (record)
L FT STORM DRAII
ELEV.
=94.6
o II
t f d 1/2"
b th t' I
'd11
139 93 FT CURB INLET p
S 09'18'29« W, LC 83 FT ELEV. f1=97.2
10.00' (meOiq) 49 ELEV.
15" LINE
S 09'31'27" W o9�7�S• STORM DRAIN
10.00' (record) 2�0 587 F CURB INLET m II
9s• S3)• 00 40
ireoor F N (a a
aJ II
WALL 10-00'
RETAINING S 87'53'00 E II
10.00' (m4011. and record) p
II
II
P.O.El II
rvKunsas Reyisiereu rrDlesslDnal
Land Surveyor No. 1274
The Property shown hereon is not in the designated 100 Year Flood Plain according
to Flood Insurance Rate Map, City of Little Rock, Pulaski County, Arkansas Zone X,
Community Panel Number 050181 0006 E. Map Revised: November 3, 1993.
Basis of Bearings as per the South Richt of Way of Shackleford West Blvd. as established
between found monuments (S 71'45'01 ' E, 178.37 feet) as shown on Survey by Michael
Watson, PLS No, 957, Dated 12/05/94.
Vate 17 Jv'
�111uuwn/„ �
. ST.
TATE
R• R
50 0 50 100
GRAPHIC SCALE 1 = 50
-631
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
Q
o a oun re or; ence con nu ng a Ong sal North line of the Koger Executive Center N 71 46 06 W,
T 41.42 FT 504.58 feet (meas. and record) to a set 1/2" rebar; thence N 05'29'11" W, 389.18 feet (meas.),
R 40.00 FT N 05'26'59" W, 389.18 feet (record) to a found 1/2" rebar on the South Right of Way of Shackleford West
LV
1998
L 84.23 FT Blvd.; thence along the South Right of Way of Shackleford West Blvd. on a curve to the right having a
SCALE
LC 57.55 FT Radius of 572.87 feet, an arc length of 278.55 feet and a Chord that Bears S 85'37'35" E, 275.81 feet
1" 50"
(meas.) 275.77 feet (record) to a found 1/2" robar; thence continuing along the South Right of Way of
BY CMC
Shackleford West Blvd. S 71°45'01" E, 178.37 feet (meas.), 178.34 feet (record) to a found 1/2" rebar;
cmn a`
thence continuing along the South Right of Way of Shackleford West Blvd. S 71'53'13" E, 217.56 feet (meas.),
BY
S 71'11'23" E, 192.59 feet (record) to a found 1/2" rebar; thence continuing along the South Right of Way of
LDK
Shackleford West Blvd. on a curve to the left having a Radius of 1095.90 feet, an arc length of 59.04 feet
LESS AND EXCEPT
and a Chord that Bears S 78°50'34" E, 59.03 feet (meas.), 51.08 feet (record) to a found PK Nail; thence
APPROVED BY :
S 09°18'29" W, 10.00 feet (meas.) S 09°31'27" W, 10.00 feet (record) to a found 1/2" rebar; thence
II
S 58°13'15" E, 210.95 feet (meas.), S 58°15'37" E, 210.95 feet (record) to a found 1/2" rebar; thence
I
S 87'53'00" E, 10.00 feet (meas. and record), to the POINT OF BEGINNING, containing 8.207 Acres (357,493
South 1/2 of Lot 9, Block's (139.5 feet X 25.3 feet), containing 0.059 Acres
Sq.Ft.) more or less.
rvKunsas Reyisiereu rrDlesslDnal
Land Surveyor No. 1274
The Property shown hereon is not in the designated 100 Year Flood Plain according
to Flood Insurance Rate Map, City of Little Rock, Pulaski County, Arkansas Zone X,
Community Panel Number 050181 0006 E. Map Revised: November 3, 1993.
Basis of Bearings as per the South Richt of Way of Shackleford West Blvd. as established
between found monuments (S 71'45'01 ' E, 178.37 feet) as shown on Survey by Michael
Watson, PLS No, 957, Dated 12/05/94.
Vate 17 Jv'
�111uuwn/„ �
. ST.
TATE
R• R
50 0 50 100
GRAPHIC SCALE 1 = 50
-631
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
Q
COPYRIGHT
LV
1998
SCALE
a
1" 50"
MDRAWN
BY CMC
r
cmn a`
OCHECKED
BY
0.
LDK
LESS AND EXCEPT
V
APPROVED BY :
CD W
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II
V
I
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South 1/2 of Lot 9, Block's (139.5 feet X 25.3 feet), containing 0.059 Acres
o b P-
II
(2,571 Sq.Ft.) more or less.
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Cr
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OPTIC
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CERTIFICATE
a
z
ELEV. IE=119.72
w
II
STORM DRAIN
THE UNDERSIGNEED, A REGISTERED LAND SURVEYOR HEREBY CERTIFIES THAT: (A)
STORM DRAIN
I
o
�
CURB INLET
THIS SURVEY AND THE PROPERTY DESCRIPTION SET FORTH HEREON ARE TRUE AND
RIGHT OF WAY
U
ELEV. IE=120.66
CORRECT AND (B) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR; (C) ALL
10 WIDE AP&L
co
m
CURB INLET
--'-'
w
MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THE LOCATION, SIZE AND TYPE
>LL
\ EASEMENT NO. 83-17054
ELEV. IE=116.52
=___=
18" LINE
OF PLAT SHOWN HEREON IS A PART OF THE WHOLLY CONTAINED WITHIN THE
O
Ona
24" LINE
PROPERTY SHOWN ON AND DESCRIBED IN THAT CERTAIN SURVEY PREPARED BY ME
�COr a
ELEV. F=120.52 - ^
w
ON JULY 17, 1998 AND THAT THERE ARE NO OVERLAPS OF OR GAPS FROM THE
18" LINE
o g w
II
I
COMMON BOUNDARIES AS SHOWN AND DESCRIBED THEREON; (E) EXCEPT AS SHOWN
U ;u E'n
II
HEREON, THERE ARE NO ENCROACHMENTS ON TO THE PROPERTY OR PROTRUSIONS
_ .:t
II
THEREFROM, THERE ARE NO IMPROVEMENTS ON THE PROPERTY, THERE ARE NO
OA1
CONCRETE SLAB \W C-4
I
VISIBLE EASEMENTS OR RIGHTS OF WAY ON THE PROPERTY, AND THERE ARE NO
S/W BELL BOX
0 a o
IN AREA OR BOUNDARY LINES
6' TALL
II
OFSWH CH THIESUNDERSIIGNED HAS BEEN ADVISED, LOCATIO ANDICT
E,TYPE
a -EtEC
n CA
II
OF IMPROVEMENTS ARE AS SHOWN HEREON AND ALL ARE LOCATED WIHTIN THE
OHE
HE
II
CD
BOUNDARIES OF THE PROPERTY AND SET BACK FROM THE PROPERTY LINES THE
373.41'
(meas.)
v
DISTANCES INDICATED; (G) THE DISTANCE FROM THE NEAREST INTERSECTING
G
I
II
STREET OR ROAD IS AS SHOWN; (H) THE PROPERTY HAS ACCESS TO AND FROM A
k tJ71V
N 87'49'22' W 373.30'
(record)
o
SET PK NAIL TOP
PUBLIC ROADWAY; (1) ALL RECORDED EASEMENTS OF WHICH THE UNDERSIGNED HAS
TELE. MANHOLE
BEEN PLATTED THE RIES,
JAND
Lir ' B00'
II
I�
DIMENSIONISEDANDAVE OTHEREDE AILSECTLY
SHOWN HEREONTAREEOTRUE CORRECT.
'A ^tuC
TELEPHONE
II
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FOR THE USE AND BENEFIT OF: Flake &Kelly Management, Inc. and
-
MANHOLE
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Y
Stewart Title and Guaranty Company
STORM DRAIN II
a
CURB INLETII
Above ground utilities were located by visible observation only and shown
ELEV. IE=126.63 II
C -)j
heron as located by DCI field crew. Buried utilities are as shown per location
18" LINE
provided by Arkansas One Call and are shown hereon by visible observation
only. All utility locations shown hereon are approximate. No excavation has
taken place as of this date to determine the exact location of existing
underground utilities shown on this survey.
ELEV. IE=128.93
18" LINE
rvKunsas Reyisiereu rrDlesslDnal
Land Surveyor No. 1274
The Property shown hereon is not in the designated 100 Year Flood Plain according
to Flood Insurance Rate Map, City of Little Rock, Pulaski County, Arkansas Zone X,
Community Panel Number 050181 0006 E. Map Revised: November 3, 1993.
Basis of Bearings as per the South Richt of Way of Shackleford West Blvd. as established
between found monuments (S 71'45'01 ' E, 178.37 feet) as shown on Survey by Michael
Watson, PLS No, 957, Dated 12/05/94.
Vate 17 Jv'
�111uuwn/„ �
. ST.
TATE
R• R
50 0 50 100
GRAPHIC SCALE 1 = 50
-631
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
Q
COPYRIGHT
LV
1998
SCALE
a
1" 50"
MDRAWN
BY CMC
r
cmn a`
OCHECKED
BY
0.
LDK
C _
V
APPROVED BY :
Q
LDK
V
DATE
07/17/98
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