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CERTIFICATE OF SURVEYING ACCURACY
I, GREGORY T. SULLIVAN , hereby certify that
this plat correctly represents a boundary survey made
or verified by me, all monuments required actually exist
and are correctly shown hereon and that all surveying
requirements of the Little Rock Subdivision Rules and
Regulations have been complied with.-711 7
Da e of Execution Gregory T. Sullivan
Registered Professional
Land Surveyor
No. 1096
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, MARK L. WRIGHT hereby certify that this
plat correctly represents a plan made by me, and that
the engineering requirements of the Little Rock Subdivision
Rules and Regulations have been complied with.
Date of Execution M tk L. Wright
Registered Professional
Engineer No. 6074
Arkansas
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate shown
and described herein, do hereby certify that we have
laid off, platted and subdivided, and do hereby lay off,
plat and subdivide said real estate in accordance with
this plat. --�
Date of Execution Name BAPTIST M�E^DI-CA-LSYSTEM
Address 9601 1-630, LITTLE ROCK, AR
Source of Title: D.R. Page
Instrument No. 82-31954, 83-40797 84-28665
P.O.B.-�
NW CORNER
NW 1/4, NW 1/4
SECTION 11, T-1-N,
R-13-W
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and
Regulations, and all of the conditions of approval having
been completed, this document is hereby accepted.
This certificate is hereby executed under the authority
of said rules and regulations.
Date of Execution L.R. Planning Wow
Commission "'
oil
95v40GS2
CERTIFICATE OF RECORDING
This document, number I� - 'J�' 7 filed for rec
' ' 19" in Plat Book
(Signed)
Clerk
PROPERTY DECSCRIPTION
Part of the Northwest 1/4 of the Northwest 1/4 of Section
11, T-1-N, R-13-W, Little Rock, Pulaski County, Arkansas,
more particularly described as:
BEGINNING at the Northwest corner of said Northwest 1/4 of
the Northwest 1/4, said point also being the Southwest
corner of Lot 16, Longacre Place Addition to the City of
Little Rock, Arkansas; thence along the South line of Lots 8
through 16, inclusive, of Longacre Place Addition, South
88°03'59" East 739.35 feet; thence South 24005'17" West 468.13
feet to the Northeast corner of Lot 37 Baptist Medical
Center Campus (BMCC); thence along the North line of said
Lot 37, North 68°44'37" West 127.24 feet to the Northwest
corner of said Lot 37 and a point on the East right-of-way
line of Physicians Court; thence along said right-of-way
line the following six (6) courses and distances: 1) along a
curve to the left having a radius of 480.00 feet, an arc
distance of 108.73 feet and a chord bearing and distance of
North 17914'58" East 108.49 feet; 2) North 10045'37" East
41.51 feet; 3) along a curve to the right having a radius of
25.00 feet, an arc distance of 28.20 feet and a chord
bearing and distance of North 43004'19" East 26.73 feet; 4►
along a curve to the left having a radius of 52.00 feet, an
are distance of 222.01 feet and a chord bearing and distance
of North 46055'41" West 87.90 feet; 5) South 10'45'37" West
111.08 feet; 6) along a curve to the right having a radius
of 420.00 feet, an arc distance of 100.35 feet and a chord
bearing and distance of South 17°36'17" West 100,11 feet to
the Northeast corner of Lot 17 (BMCC); thence along the
North line of said Lot 17 North 66'51'54" West 147.81 feet to
the Northwest corner of said Lot 17 and a point on the East
line of Lot 16 (BMCC); thence along said East line, North
17°59'42" East 50.21 feet to the Northeast corner of said Lot
16; thence along the North line of said Lot 16, North
77012'01" West 188.88 feet to the Northwest corner of said
Lot 16; thence North 15°47'44" West 248.50 feet to the POINT
OF BEGINNING, containing 4.381 acres, more or less.
LOT i7 I
r
2°16'15"
LOT 16 i01 15
-EX'SiINv
i
DRAINAGE
UTILITY F
NCACDRE PLACE A[DDITICDN
�5
L C' T 14 LOT 13 Y LOT 12 LOT 11
0 O
z Lo
I I �
S 8 003'59"
I
_- ARKLA GAS ESMT 40' BUFFER 8
BOOK 1253, PA'= 255 DRIANAGE/UTILITY
EASEMENT
- 1- --
2-3 2-5
-
261.71'
142°07'20" Ste, 3j 131*09'02"
01? 47.06' 302037'48"
140°31'57" DRAINAGEI ry
two EASEMENT o
a LOT 34
269005'13' r30.86� 36°36'00"
10' DRAINAGE &
UTILITY EASEMENT
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118°35'43" Cp
13 CO
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188.88,
N 17059'42" E
50.21'
PLAIN CERT
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LOT 10
i
LOT 9
o 105.09'
_ 48.50'25'
67°50'44
94°35'15' 85°24'45"
261;89' -- - ---�
15' UTILITY
/
EASEMENT
�-
o
I
p=
T=
244°37'23"
82.22'
,xhh
`O °�
R=
52.00'
o
L=
222.01'
,
10' DRAINAGE, &
UTILITY EASEMENT
241°
or 151°09'59" 151°0 42"
75.33'
117 97' es°s '23" ID .9
1� 04°30'48•' 164°25'57" o O-�
93°05'3 {
14) O '
.14
o°oo'oo' LOT 33 � r4 C
13 67, w
275°11'43" v
O
12
173° 20" O 2
10' DRAINAGE &
UTILITY EASEMENT
p= 13°41'20" 3
„ \ 951-e za T= 50.41'
R= 420.00'
L= 100.35'
6° 0
y4 Sr"s4.. 840 8'11"
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ADDITIONAL R/W -
DEDICATED BY INST
NO. 95-24265
NO PORTION OF THE PROPERTY SHOWN IS LOCATED
WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED
BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
050181 0010 E, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DATE NOVEMBER 3, 1993.
r
DATE: /-8
GREGO . SULLIVAN
AR PLS NO. 1096
LOT 35
M /
3.. E I m N /
' O y 1
O n
O)
N 43004'19" E /
' ° 26.73'
08 5o'or' A- 64037'23"
68°11 T= 15.81' /4�
R= 25.00'9° 14° L= 28.20'10°45'37" E9s'9241,51':06° 21,
10' DRAINAGE & Q UTILITY EASEMENT g7. 0'LOT 36
G
-A= 12°58'41"
R= 480.00' .
L= 108.73'
4
o= 1s°oo'oo••
R= 450.00' 4'
L- 149,23'
ADDITIONAL R/W
DEDICATED BY INST.
NO. 95-24265
OT 7
20' DRAINAGE &
UTILITY EASEMENT
LOT 8
EXISTING 10'
DRAINAGE &
UTILITY ESP?T
�- THIS AREA TO BE RESERVED
FOR FUTURE DETENTION
STORAGE FOR LOTS 35,
36 & 37.
20' DRAINAGE &
UTILITY EASEMENT
GENERAL NOTES
1. BASIS OF BEARINGS - STATE PLANE
COORDINATES.
2. 1/2' IRON PINS SET AT ALL
CORNERS UNLESS NOTED OTHERWISE.
3. ERROR OF CLOSURE - 1:43,000
4. ANGLES & DIMENSIONS SHOWN ON
CURVED LOT LINES ARE ALONG THE CHORD.
5. LOTS 16, 17 & 37 RECORDED IN
PLAT BOOK B, PAGE 977.
1
149167.6510
1 19 9187.7 456
2
149142.7040
1199929.6778
3
148715.3385
1 19 97 35.6145
4
1487 61.4672
1199617.0345
5
148865.0807
1199649.2062
6
148905.8608
1199656.9561
7
148925.3841
1199675.2078
8
148985.4097
1199610.9999
9
148876.2828
1199590.2612
10
148 780.8 644
1 199 559.9 839
11
148838.9383
1 199 424.0620
12
148886. 6 9 2 2
1199439.5736
13
1489 28.5375
1199255.3873
40 20 0 40 80
SCALE
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t
BY:-
,
GIST
STATE OF'
ARKANS
NO. '
,Sf • • y T.
S` 5
I0809 Executive Center Dr.
Suite 210
Little Rock, AR 72211.6021
Telephone 501.221.7880
Fax # 501.221.7882
CONSUL'
SCALE
DATE
3/14/95
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94-133
SHEET N0.