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DENTION CALCULAi:yN
PARCEL 2
Area= 6.23 Acres Cund= 0.44
S= 0.054 Cdev= 0"90.
L= 600 Tc25= 5.0 mina
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
�bp
S= 0.0625 Cdev= 0.90
L= 650 Tc25= 5.0 min.
nund= 0.06 125= 8.3 in./hr.
Differential Runoff Rate:
R=(0"9)(8.3)-(0.5)(8.3)= 3.32
Total Detention Volume:
\ {r
Vol.= RATc60= 3.32(17.2)(5)(60)
= 17,131 c.f.
= 0.40 ac. ft.
TRACT
ISO. FT.
PARCEL I
741, 228
17.016
l
PARCEL 2
269,912
6.196
r
SUBTOTAL
1,011,140
23.212
d
46,037
1.057
TOTAL
11,057,177
24.269
-Z
NE CORNER OF SE 1/4b
NW 1/4, SECTION 9,
T-I-N, R-13-W�
S 87°48'0f,"F
iaa rn'
1J V4T LMI- -E K PA
O -3
400.94'
N43°46'38"E
231.23'
N 02° 29' O8"W
194.56'
t
IM
OF PROPOSED 15'
NONEXCLUSIVE UNDER- ?
GROUND SANITARY SEWER
EASEMENT
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N 3Y 07' 12"W
230.06'
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6N 15008' 29"E
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399.32'
rt OF
PROPOSED 15'
NONEXCLUSIVE
UNDERGROUND
SANITARY ----i
SEWER EASEMENT
S 28057'OS" E
279.78'--
I.PF.
ILJ
6p. (SEE INSET A) _
43°00'33"E
219.47
33715'
�
®,E - .ei,+.l�PCD� e,J�
2 b 40,
s
l L)-T'f l hlC� PROPOS
1 � �
6' BUFFEF
�I x, 1- \ -'(SIN INSET Al
OF
PRO Dj NONEXCLUSIVE L 0 1 ` 2.76 C. ±
UNDERGROUND ± /
NITARY SEWER 5. 4 AC,1
EASEMENT / \n
N 8
460± _ 3 9047'00'E I
- P A R C- I 60.00-
17.016 ACRE- * /NW CORNER OF/
741, 228 S f KOGE PARKS
440' ± INC., DESCRIBED IN
INSTRUMENT NO.
/82-20732 /
8r '
° 59' 26" E
0.00'_
1
h �
� SLOPE EASEMENT
W "o LOT 4 LOT/3 RECORD DIN NSTR. ►
Sz
5.80 AC. ± p 3 A + NO.86045041
22.5' \ -
V'
p' I / N8r40 O(fW
Z S 71• '00
19.82' j 357.21 CHOR
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..rf 1 r a'o O' 4
• /����/ S874000
r�
�5
1" 20'OOW
293.81.3
a50
71°50'00"E ►
/315.19 (CHOR
BEGINNING"
0-3 r0. N51{2000"E DRIVE.--„�...�., I
N 36030'48"W I �`e� i � 296.06 SLOPE, EASEMENT
/ (2326-SQ-FT.)
60• 4 I RECORDED IN INSTR. I
\ 4, 1 L _ NO. 86045041
APARCE L 2
��' • \ 6 f96--CRES ± 500 1
�\ 269,912 S0. FT. ±
\ (yI 12�5,(2 `rL•.�b Z5' F=izvt�lT `l4t�� \
-) \\ SLOPE_FASFMENT
---(10,234 SO.FT.I_
for c111� 'f.b.� RECORDED IN INSTR:
----_--_- NO. 86045041
- - -- - - - - - -
Yr --rN�iZSI}I �770'� N 87'36'49"W_� _ ,
S21.46'460E
434.61' (CHORD)
C -Z
'SOd'32"WE
70.00'
I
S 02. 20'00`W
240 00'
VICINITY MAP
NOT TO SCALE
- KOGER EXECUTIVE CENTER
UNIT I
PLAT BOCK A, PAGE 895
► e
� �
"POINT OF BEGINNING" GE
PARCEL I ��1 eco
ISM
�� CERTIFICATE OF PRELIMINARY SURVEYING
ACCURACY
I,hereby certify that
this pat correctly represents a
56.57_%ZH6RDi i/ boundary survey made by me and all
_ - N 02020r00E monuments shown hereon actually exist
140.00
40 00I and their location, size, type and
-- R4040'00� material are correctly shown.
:)6.57'(CHORD) Signed
S or 20'00`W -
Date of Execution Name, Registered
83.00' Land Surveyor
No, TaZ, Arkansas
CERTIFICATE _OF..PRELIMINARY ENGINEERING
ACCURACY
O
eby at
this plat
P Y P P
made by me, and that engineering
0-TIDE (�; r'rV_
requirements of the Little Rock
Subdivision Rules and Regulations have
PLAZ RMV_ r P6.64E `?11SL
been complied with.
S 10.30'400E
Signed
f 13.52'(CHORD)
7/Zf A,7 /�, _ -
Date of Execution Name, Registered
Engineer, No. 4tq*5
N 13* 10'W W
Arkansas
8 497.101 ( CHORD)
'POINT OF BEGINNING"
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
PARCEL 2
All requirements of the Little Rock
Subdivision Rules and Regulations
relative to the preparation and
26000'38"W
submittal of a Preliminary Plat having
been fulfilled, approval of this plat is
.18'(CHORD)
hereby granted, subject to further
provisions of said Rules and
Regulations. This Certificate shall
CURVE DATA
CURVE
6.
7
( T
p
42a2?36"
90°00'Od'
41000'00
41000'00"
90°00'00°
25°41'20"
05018'40'
31000'00"
T_
233.13'
40.00'
190.68'
168.25'
40.00'
212.06'
43.14'
257.93'
_
R
1 600.10,
40.00'
510.00'
450.00'
40.00'
930.00'
930.00'
930.00'
ARC
444.79
62.83'
364.95'
322.01'
62.83'
417.00'
86.22'
503.22'
CHORD
434.61'
56.57"
357.21'1
315.19'
56.57'
413,52'
86,18'
497.10'
.. 200
SCALE
S 87036'49"E:
4 71.5 0'
SW CORNER OF NE 1/4, SECTION 9.
T 1-N, R-13-W AND "POINT OF
COMMENCEMENT"
ISTING MH
CA
CURVE DATA
URVEA
42°29'25"
42°29'35"
T
r
256.63'
258.99'
R
660.10'
666.10'
ARC
489.53'
494.01'
HORD
478.39
489 79'
Ct OF PROPOSED 16 NO N EXCLUSIVE UNDERGROUND
SANITARY SEWER EASEMENT
1430. W
OUTH LINE OF NE 1/4, SECTION 9, T-I-N, R-13-W
expire
Date
Signed
Date of Execution Name,
L.R. Planning
Commission
^Al" -'-
2LA Uf PAS
NW CORNER OF TRACT'C'
SANDPIPER ADDITION
PLAT BOOK A , PAGE 11
AND WESTERLY BOUNDARY LINE OF KOGER
OFFICE PARKS, INC.,DESCRIIBED IN INSTR. NO.82-20732
Legal Dt_,i,,,K.ion - par_; 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 N82-20732
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 COTO" and a chord which bears North 13 10'00" West
497.10 feet, an arc distance of 50? 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
COTO" 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 293.81 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 240.00 feet to the POINT OF BEGINNING„ containing 741,228 square feet
or 17.016 acres, more or less.
Leqal 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" and 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.
eeal Description of Proposed Westerly Extension of Executive C
7cn' , �
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 M82-20732
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
teet to a paint 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
097.10 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
OT00" 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
::rich bears North 71 50'00" East 357.21 feet, an arc distance of 364.95
fret to a point; thence South 87 40'00" East 77.43 feet to a point; thence
w:th a curve to the ' -a: its of rn nn s t, u central Angle of
(",% 00'00" and a chord vrhich bears North 47 2 E.st 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 -COMB "T - acin 6p3 Fotz -Toi-TA, L. Aszr-�
�,✓ nPl,�s,�s
NPEG ISTIIP.E6
10FESSiONAL
�xclNEsx ►)
No.4943 �
NOTE: �Fs LOW°;
THERE ARE NO RECORDED EASEMENTS OR
ENCROACHMENTS CA THE ABOVE DESCRIBED
PROPERTY, EXCE_F'T AS SHOWN. �•�r,vrFKx
r. ARr \.n.;. ••
57
�%IG.F` T 1WrLFti F I V""7 1 I � :-� -•.."r p:,(Ll:
OOUL15�-VA2-L? G!rJ 1-j 12 CR�I/C v0 EL
Mehlburp
Tanner
Robinson
&AssoClai
Architects -Erin
201 SoWk hard
P.O. Bar 3837
Little Rack AR 72203•3877
5011375 5331
CDOYRIONT
rael,lurgw Tdm,w Rimik
8 Aswek"s
CRAM BY
CMlCKKID :
APPMQVa.D BY:
SCAM
I "= 100'
DATE:
10-9-86
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t+„oxcT No.
285 - 217
w[eT No.
1 Jr. �Sv `r 4" `4-c f -e -