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DENTION CALCULATION
PARCEL 2
Area= 6.23 Acres Cund= 0.44
S= 0.054 Cdev= 0.90
L= 600 Tc25= 5.0 min.
nund= 0.02 IP5= 8.3 in./hr.
Differential Runoff Rate:
R= [(0.90)-(0.44)](8.3)= 3.81
Total Dention Volume:
Vol.= RATc60= 3.81(6.23)(5)(60).
= 7,120 c.f.
= 0.16 ac. ft.
DETENTION CALCULATION
PARCEL 1
Area= 17.2 Acres Cund= 0.50
S= 0.0625 Cdev= 0.90
L= 650 Tc25= 5.0 min.
nund= 0.06 I25= 8.3 in./hr.
Differential Runoff Rate:
R=(0.9)(8.3)-(0.5)(8.3)= 3.32
Total Detention Volume:
Vol.= RATc60= 3.32(17.2)(5)(60)
= 17,131 c.f.
= 0.40 ac. ft.
TRACT
SO. FT,
ACRES
PARCEL 1
741,228
17.016
PARCEL 2
269,912
6.196
SUB TOTAL
I,01 I, 140
23.212
V
46,037
1.057
TOTAL 11,057,177
1 24.269
NE CORNER OF SE 1/4
NW 1/4, SECTION 9,
T-I-N, R-13-WWW%
Uj�'T LJTTL;r�wcic
�OF
C7
SB9°40' 07"E
400.94'
N43046'38"E
231.23'
N 02° 29' 08"W
194, 56'
-
3
M
-� OF PROPOSED
15' I¢
NONEXCLUSIVE UNDER- ?
GROUND SANITARY
SEWER 7
EASEMENT
of
Z
0
N 33007' 12"W
230.06'
iv
IZ
w
N W
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LO J
�I
150 08' 29"E
ZI 3
�N
399.32'
16
SANITARYv _�+
SEWER EASEMENT
S 28°57'OEi' E
279.78'-
�i
-'!-
y AW
4
6p, / (SEE INSET A)
�- 43000' 33•E
219.47'
i
i
PROPOSED
6' BUFFER AREA
I
-- -� N 8T47'00"E '
PARCEL I 60.00'-
17,016 ACRES t NW CORNER OF
741, 228 , SQ. FT.t KOGER OFFICE PARKS
INC., DESCRIBED IN
INSTRUMENT NO.
/,82-20732
SLOPE EASEMENT
/ (2352 SQ.FT)
RECORDED IN INSTR.
N0. 86045041
/
Z ° N8T40'00•W
Ns I I / -- S 71 50 00 W 3�4�' -- --
( 19.82' 357 21a (CHORD)
�� Ih �EAtz fez o % gF•
• i Fi7dl.tT Y / 4 f- - - - - 5
6 S87°40'00'`
S31020'00'W i /
a5o� 293.81 �o� 43
O-?
I
i N460 59' 26" E
60.0d-�
WC-"�5T 1.Xrj'_E QX4 {A¢2T1. r2a.-J44>r
-i V,ag W�T�IJ , Ike',
S 87053'00•E 337.15'
I-
22.6
� � A�L1'�'iln.la1122
h
ti
OF
PROPOSED 15'
1 NONEXCLUSIVE
UNDERGROUND
SANITARY SEWER
EASEMENT
I�
71'50'00•E
= ' 315.19' (CHOR� 1 i
� Z I I'POINT 4- BEGINNING I
D •� GJ�\ 5�p , t^31 pigow YAIZ r.� EXECUTIVE CENTER
e^ 0• ��oQo j , N51d20'00•E DRIVE
o �`Q� �✓ 296.06 SLOPE EASEMENT
N 3630 41 W , I (2326 SQ. FT.)
�
40 RECORDED IN INSTR.
'?> NO.86045041 Si
\ o
PARCE L 2 6
\ 269, 912 SO. FT. t
RZEAC '±Afzp Z5' F901JT �fvtZr,
SLOPE EASEMENT
\ _ AM SLOPE
SO. FT.),
10 RECORDED IN INSTR.
- - - _ - NO. 86045041
,FAf-i-tkroI2o 4l v -7.70' N 8T•36'49•W -- -
- -- +5vrW
-'(SEE INSET A)
S 2104646•E
�34.611(CHORD)
1
EXECUTIVE
LATER DR.(PROfn'
PARCEL 2
t c
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I a
� C
wu+Ct�1
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a L
VICINITY MAP
NOT TO SCALE
�SW32`WE
70.00'
S 020 20'OOOW
240 00'
PROPIERTY
LOCATION a
PARCEL I
MINE
Us
I /N
KOGER EXECUTIVE CENTER
UNIT I
PLAT BOOK A, PAGE 895
IN
,
�.�ER PPG �� .,-
POINT OF BEGINNING ����� P
PARCEL I `G��� 8 CERTIFICATE OF PRELIMINARY SURVEYING
(E° ACCURACY
I 1-/Wr-4001hereby certify that
6yy
R', r this plat correctly represents a
+ JroHORD) i boundary survey made by me and all
_ N 02020 00 E monuments shown hereon actually exist
-+M4O,�� and their location, size, type and
- S42 140•0� material are correctly shown.
/56.57'(CHORD)
Signed
i
S 020 20'00'1W
Date of Execution Name, Registered
83.006 Land Surveyor
No. yam, Arkansas
I
I �
D CERTIFICATE OF PRELIMINARY ENGINEERING
v i-7-2 ACCURACY
I, WPa L--y"e-r hereby certify that
this plat correctly represents a plat
made by me, and that engineering
K�a� �j��' (JTI� /I✓ l'�, j"�K requirements of the Little Rock
Subdivision Rules and Regulations have
PLAT 91coK I056e $5L been complied with,
10030,40•E Signed /
13.52'(CHORD) 7�Z1A3%
Date of Execution Name, Registered
) Engineer, No. 4i9*3
1 N 13010'00"W Arkansas
8 497,tO'(CHORD)
POINT OF BEGINNING CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock
\ PARCEL 2 Subdivision Rules and Regulations
relative to the preparation and
7O 26°00'38"W submittal of a Preliminary Plat having
.18'(CHORD) been fulfilled, approval of this plat is
CURVE DATA
CURVE
Cl
2
3
4
5
6)
7
8
0
42*2736"
90000'Od'
41000'00
41000'00"
90000'00"
25°41'20"
05018'40'
31000'00"
T
233.13'
40.00'
190.68'
168.25'
40.00'
212.06'
43.14'
25793'
R
600.10,
40.00'
510.00'
450.00,
40.00'
930.00'
1 930.00'
930.00'
ARC
444.72'
62.83'
364.95'
322.01'
62.83'
417.00'
86.22'
503.22'
CHORD
434.61'
56.57'
357.21'
315.19'
56.57'
413.52'
1 86,18'
1 497.10'
N88°OB'44''W I
640.00'
S 87036' 49" E
471. 50'
SW CORNER OF NE 1/4, SECTION 9,
T-1-N, R-13-W AND "POINT OF
COMMENCEMENT`
EXISTING MH
CURVE DATA
CURVE
i9
42029'26'
4202Y35"
T
256.63'
258.99'
R
660.10'
666.10'
ARC
489.5S
494.01'
CHORD
478.39'
482.76'
rt. OF PROPOSED 16 NON EXCLUSIVE UNDERGROUND
SANITARY SEWER EASEMENT
N28°40'00"W 358.49'
30. I I'
SOUTH LINE OF NE 1/4
SECTION % T-I-N, R-13-W
N 19035' 12"W
176.91'
herebv granted, subject to further
provisions of said Rules and
Regulations. This Certificate shall
expire
Date
Signed
Date of Execution Name,
L.R. Planning
Commission
�\ U NW CORNER OF TRACT'C'
✓\ SANDPIPER ADDITION
PLAT BOOK A , PAGE H
AND WESTERLY BOUNDARY LINE OF KOGER
OFFICE PARKS, INC.,DESCRIBED IN INSTR. NO.82-20732
Legal Description - Parcel 1
A parcel of land in the Northeast 1/4 of Section 9, T-1-N, R-13-W, in
Pulaski County, Arkansas, more particularly described as follows:
Commence at the Southwest corner of the Northeast 1/4 of said Section
9; thence along the South line of said Northeast 1/4, South 87 36'49" East
1,430.11 feet to a point on the Westerly boundary property of Koger Office
Parks, Inc., as described in a deed recorded as Instrument #82-20732
in the public records of Pulaski County, Arkansas; thence along said
Westerly boundary of Koger Office Parks, Inc., North 19 35'12" West 176.91
feet to a point on the Westerly right-of-way line of Centerview Drive (60'
R/W); thence along the Westerly right-of-way line of Centerview Drive the
following three (3) courses and distances: 1) North 28 40'00" West 358.49
feet; 2) with a curve to .the right having a radius of 930.00 feet, a
central angle of 31 00'00" and a chord which bears North 13 10'00" West
497.10 feet, an arc distance of 503.22 feet; and 3) North 02 20'00" East
223.00 feet to the POINT OF BEGINNING; thence with a curve to the right
having a radius of 40.00 feet, a central angle of 90 00'00" and a chord
which bears South 47 20'00" West 56.57 feet, an arc distance of 62.83 feet
to a point; thence North 87 40'00" West 77.43 feet to a point; thence with
a curve to the left having a radius of 510.00 feet, a central angle of 41
00'00" and a chord which bears South 71 50'00" West 357.21 feet, an arc
distance of 364.95 feet to a point; thence South 51 20'00" West 2.93.81 feet
to a point; thence North 36 30'48" West 345.20 feet to a point; thence
North 02 45'00" East 735.45 feet to a point; thence South 87 53'00" East
337.15 feet to a point; thence North 46 59'26" East 299.66 feet to a point
on the Westerly right-of-way line of Centerview Drive; thence along the
Westerly right-of-way line of Centerview Drive the following four (4)
courses and distances: 1) South 43 00'33" East 219.47 feet; 2) with a curve
to the right having a radius of 600.iO feet, a central angle of 42 27'36"
and a chord which bears South 21 46'46" East 434.61 feet, an arc distance
of 444.72 feet; 3) South 00 32'00" East 70.00 feet; and 4) South 02 20'00"
West 740.00 feet to the POINT OF BEGINNING, containing 741,228 square feet
or 17.016 acres, more or less.
Legal Description - Parcel 2
A parcel of land in the Northeast 1/4 of Section 9, T-1-N, R-13-W, in
Pulaski County, Arkansas, more particularly described as follows:
Commence at the Southwest corner of the Northeast 1/4 of said Section
9; thence along the South line of said Northeast 1/4, South 87 36'49" East
1,430.11 feet to a point on the Westerly boundary of property of Koger
Office Parks, Inc., as described in a deed recorded as Instrument #82-20732
in the public records of Pulaski County, Arkansas; thence along said
Westerly boundary of Koger Office Parks, Inc., North 19 35'12" West 176.91
feet to a point on the Westerly right-of-way line of Centerview Drive (60'
R/W); thence along the Westerly right-of-way line of Centerview Drive the
following two (2) courses and distances: 1) North 28 40'00" West 358.49
feet; and 2) with a curve to the right having a radius of 930.00 feet, a
central angle of 05 18'40" and a chord which bears North 26 00'38" West
86.18 feet, an arc distance of 86.22 feet to the POINT OF BEGINNING; thence
North 87 36'49" West 550.00 feet to a point; thence North 36 30'48" West
283.82 feet to a point; thence North 51 20'00" East 296.06 feet to a point;
thence with a curve to the right having a radius of 450.00 feet, a central
angle of 41 00'00" and a chord which bears North 71 50'00" East 315.19
feet, an arc distance of 322.01 feet to a point; thence South 87 40'00"
East 77.43 feet to a point; thence with a curve to the right having a
radius of 40.00 feet, a central angle of 90 00'00" _nd a chord which bears
South 42 40'00" East 56.57 feet, an arc distance of 62.83 feet to a point
on the Westerly right-of-way line of Centerview Drive; thence along the
Westerly right-of-way line of Centerview Drive the following two (2)
courses and distances; 1) South 02 20'00" West 83.00 feet; and 2) with a
curve to the left having a radius of 930.00 feet, a central angle of 25
41'20" and a chord which bears South 10 30'40" East 413.52 feet, an arc
distance of 417.00 feet to the POINT OF BEGINNING, containing 269,912
square feet or 6.196 acres, more or less.
Legal Description of Proposed Westerly Exten
_cT n . D r�-
n of Executive Center Drive
A parcel of land in the Northeast 1/4 of Section 9, T-1-N, R-13-W, in
Pulaski County, Arkansas, more particularly described as follows:
Commence at the Southwest corner of the Northeast 1/4 of said Section
9; thence along the South line of said Northeast 1/4, South 87 36'49" East
1,430.11 feet to a point on the Westerly boundary of property of Koger
Office Parks, Inc., as described in a deed recorded as Instrument 082-20732
in the public records of Pulaski County, Arkansas; thence along said
Westerly boundary of Koger Office Parks, Inc., North 19 35'12" West 176.91
feet to a point on the Westerly right-of-way line of Centerview Drive (60'
R/W); thence along the Westerly right-of-way line of Centerview Drive the
following three (3) courses and distances: 1) North 28 40'00" West 358.49
feet; 2) with a curve to the right having a radius of 930.00 feet, a
central angle of 31 00'00" and a chord which bears North 13 10'00" West
497.10 feet, an arc distance of 503.22 feet; and 3) North 02 20'00" East
83.00 feet to the POINT OF BEGINNING; thence with a curve to the left
having a radius of 40.00 feet, a central angle of 90 00'00" and a chord
which bears North 42 40'00" West 56.57 feet, an arc distance of 62.83 feet
to a point; thence North 87 40'00" West 77.43 feet to a point; thence with
a curve to the left having a radius of 450.00 feet, a central angle of 41
00'00" and a chord which bears South 71 50'00" West 315.19 feet, an arc
distance of 322.01 feet to a point; thence South 51 20'00" West 296.06 feet
to a point; thence North 36 30'48" West 60.04 feet to a point; thence North
51 20'00" East 293.81 feet to a point; thence with a curve to the right
having a radius of 510.00 feet a central angle of 41 00'00" and a chord
which bears North 71 50'00" East 357.21 feet, an arc distance of 364.95
feet to a point; thence South 87 40'00" East 77.43 feet to a point; thence
with a curve to the left having a radius of 40.00 feet, a central angle of
90 00'00" and a chord which bears North 47 20'00" East 56.57 feet, an arc
distance of 62.83 feet to a point on the Westerly right-of-way line of
Centerview Drive; thence along the Westerly right-of-way line of Centerview
Drive South 02 20'00" West 140.00 feet to the POINT OF BEGINNING,
containing 46,037 square feet or 1.057 acres, more or less.
I• I I.1sTt2� M E k17 :6- � - a(9 14P3 For 7-�7'T'A t, ATE
W I?i-(I N -T 1-i Ig GLd7 .
�It R i1T,1 S,1 S
Y L�
RE IS7ZPED
PROF1:SS10NtoL
EN'GIINEER
No.4943 I}fl
NOTE: t S Low°;
THERE ARE NO RECORDED EASEMENTS OR
ENCROACHMENTS ON THE ABOVE DESCRIBED , ; �vGksl,FRF�',
PROPERTY EXCEPT AS SHOWN.
' •cl\IE,Ir%
Ol-.1Qelz' z�E No.4;� O
�i �(� Eau�.�VAizD GF�I?IER CW lid -:�Ji �'�y , +"�.�'• � :�
abUCt?l 2W oI.�. f.1y��,•,,;
Mehlburger
Tanner
Robinson
&Associates
Architects -Engineers
201 SorU, hard
P.O. Boer 3a37
Little Rack AR 72903.3837
5011375 5.=
COPYRIGHT 1961
Mal,lburq"r Tonnar Robinson
9 Ass«io,ss
oluwH EY:
G.
CHECK go MY:
AMPOVEo MY:
ECAU:
I "= 100'
DATE.
10-9-86
PRMCT Ho.
285 - 217
E►IEET I+o.