HomeMy WebLinkAboutS-0002-O Map 3CERTIFICATE OF SURVEYING ACCURACY
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.
as / 7
Da e of Execution Gregory Sullivan P.O.B.
Registered Professional
Land Surveyor NW CORNER
1096
Arkansas NW 1/4, NW 1/4
Ark
SECTION 11, T-1-N,
R-13-W
CERTIFICATE OF ENGINEERING ACCURACY
1 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 M9¢,1r'1k 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 MEDICAL SYSTEM
Address 9601 1-630, LITTLE ROCK, AR
Source of Title: D.R. Page
Instrument No. 82-31954, 83-40797 84-28665
L_CDNGCRE_ PLACE AQCDITICDN
ji
0
LOT 1_6 - ---1_' 4 `OT 1 o LOT 12 LOT 1 1 LOT 10
zto
1,z 4
S 8 003'59" E ,
LOT 9
__-
72016'15" - - NG 3 :, 634.26'
ARKI A GAS ES'JT 40' BUFFER &
DRIANAGE/UTILITY 48°50'25" 105.09'
HV r t2y3, rA 67.50'44
- EASEMENT
123.25' 261 71 _ 94°35'15' ° - - -
j 142°07'20" S S� 131°09'02"
- ...
CP 85 24'45' 261;89,
01? `� \ 47.06' 302°37'48`
15' UTILITY
140°31'S7" % EASEMENT
DRAWAGE �o
EASEMENT CID b p= 244037'23"
I� T= 82.22'(D CIO �hh
N� n LOT 34 R= 52.00'
30.86 36°36'00"
oI L= 222,01'
269005'13" /
00
10' DRAINAGE &
UTILITY EASEMENT
118°35'43"
13
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.
1
i
-
Date of Execution L.R. Planning
Commission
95V40682
CERTIFICATE OF RECORDING
Th' document, n mber `� - -filed for recood
in Plat Book __4�__, Page
(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 24°05'17" 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 68044'37" 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 17°14'58" East 108.49 feet; 2) North 10°45'37" Eest
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 43°04'19" East 26.73 feet; 4)
along a curve to the left having a radius of 52,00 feel, an
arc 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 111e
North line of said Lot 17 North 66051'54" 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
17e 59 42„ East 50,21 feet to the Northeast corner of said Lot
16; thence along the North line of said Lot 16, North
77°12'01" West 188.88 feet to tree Northwest corner of said
Lot 16; thence North 15047'44" West 248.50 feet to the POINT
OF BEGINNING, containing 4.381 acres, more or less.
N 18 ;2'0,,, w
8.88' -
N 17059'42" E
50,21'
10' DRAINAGE &
UTILITY EASEMENT 151°09'S9'" 151°0 42"
\ LOT 35
C 1�
2410 59 rA.
13.. E I n
_ 7¢ 33' �;SS
117.97' 8605 '23"
030'48" 164°25'57"
93°05"3 M o7
O
0600'00" LOT 33
13 67 275,11.,5.
,2
tl
o w
Q C
N @ co M
to
173° '20" O 2
10' DRAINAGE & ^
UTILITY EASEMENT 0J
�= 13041'20" s' `
1_ 95008 21 T= 50.41' , 1.1!j
R= 420.00' ";_ o
�- L= 100.35' o co
,� s\ 84
i87' �•
ADDITONAL R/W n.
DEDICATED BY INST JQ
NO. 911•24265 \.'' ` U
FLOOD PLAIN CERTIFICATION
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
DATE: �/ \
GREGO SULLIVAN
AR PLS NO. 1096
O n�
rn /
N 43004'19" E
7 26.73'
08°50'01" °j
p= 64°37'23"
68011' T= 15.81'
R= 25.00'
L= 28.20'
9° '14" 149
'7
. '
"10°453
41.51'
O6° 2,
10' DRAINAGE &
UUTILITY EASEMENT 87° 0Ov
Qj LOT 36
.A= 12058'41"
T= 54.60' ti
R= 480.00' .
L= 108.73'
0 8 04
0 J
T- 5000'o r2�24'
L- 149.23'
-ADDITIONAL R/W
DEDICATED BY INST.
NO. 95-24265
0' DRAINAGE &
ITILITY EASEMENT
LOT 8
- EXISTING 10'
DRAINAGE &
UTIU T Y ESMT, -
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 PWS 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.
S. LOTS 16, 17 & 37 RECORDED IN
PLAT BOOK B, PAGE 977.
PLANE
CO RDIUATE5
(D
NORTHING
EASTING
1
149167.6510
1199187.7456
2
149142.7040
1199926.6778
3
148715.3385
1199735.6145
4
148761,4672
1199617.0345
5
148865.0807
1199649.2062
6
1489 05.8608
1199656.9561
7
148925.3841
1199675.2078
8
148985.4097
1199610.9999
9
148876.2828
1199590.2612
10
148780.8644
1199559.9839
11
148838.9383
1199424.0620
12
148886.6922
1199439.5736
13
1489 28.5375
1199255.3873
40 20 0 40 80
SCALE
FINAL'.1T
As 819nod
BY
DATE: 7//,V q;
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•STATE
ARI'ANS
NO.
'''-,sr • r S��'•5 c
Engineering - Planning
Land Surveying
Landscape Architecture
10809 Executive Center Dr
Suite 210
Little Ruck, AR 72211.6021
Telephone 501-221.7880
Fax # 501-221-7882
CONSULT
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