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DENTION CALCULATION
PARCEL 2
Area= 6.23 Acres Cund= 0.44
S= 0.054 Cdev= 0.90
5.0 min.
nund000.02 I255 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= 0.06 125= 8.3 in./hr.
Differential Runoff Rate:
R=(0.9)(8.3)-(O.5)(8.3)= 3.32 4$
Total Detention Volume:
Vol.= RATc60= 3.32(17.2)(5)(60)
= 17,131 c.f.
= 0.40 ac. ft,
NE CORNER OF SE 1/4
NW 1/4, SECTION 9,
T-I-N, R-13-WIN\
I.PF.
�-SB9°4d07"E
400.94'
N43046'38"E
231.23'
N 02° 29' 08"W
'
194.56'
OF PROPOSED
15'
Z
NONEXCLUSIVE UNDER-
GROUND SANITARY
SEWER 7
EASEMENT
of
Z
0
N33°07'12"W
230.06'
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N 15008' 29"E
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399.32'
I
N46059'26"E
I
(Kt,,
S 87•53'0("E 33715' li
22.5'
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I- AtI1YC'ilMaq R-Z
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ti Cr`1
OF
1 PROPOSED 15'
NONEXCLUSIVE
UNDERGROUND
SANITARY SEWER
EASEMENT
I �
Iwl
PROPOSED GBUFFER AREA
\ (SEE INSET A)
%..\ \ O
43*00' 33'E
\\ 219.471 In
��1�13 YdAx �.\ \ QL
11,
PARCE L I
17.016 ACRES
741, 228 SQ. FT.3
fibL22.5'
W
•
..
131 REAR % Mv
(4
S 71• SO'00'W
19.82' I -- 357 21' (CHORD)
i
�o
O-3
PROPOSED
6'BUFFER AREA
02- (SEE INSET A)
N 89°47'00"E
60.00 _--
NW CORNER OF
KOGER OFFICE PARKS
INC., DESCRIBED IN
INSTRUMENT NO.
82-20732
SLOPE EASEMENT
(2352 SQ.FT)
RECORDED IN INSTR.
NO. 86045041
-Zo) fV.of4'T YAdzt�
N8r40'ww
77.43'--- -��
�a,• \ f-. 16' SEAa _ 'isKo----
c '6' =7GT tt `t pt 1.. r- ADO 4, 5
`�• S31.20'00`W i JA/ S87°40r00r'E
50 ' �,0�1 77.43'
a 293.81= .. N 71*501WINE
315.19 (CHORD)
G
\ J� "POINT OF BEGINNING'
N 360 30,�4811 W
60.04'-
i" ZA31 00A2o► r 1 YA gx� EXECUTIVE CENTER
N 514(20 00 E DRIVE'
�`Q� �.✓ 296.06' SLOPE EASEMENT
/ ( (2326'SO. FT)
1 RECORDED IN INSTR.
NO.86045041
PARCEL 2 6
6A_96- ACR-EIS ±
ID
\\ 269,912 SO. FT. ! 0 �\
I2p-Aa `Kmzt7 25'
\ SLOPE NT
TI6,23E4 OFT.)
c31te (AW RECORDED IN INSTR:.,
NO_86045041
- -� - - - - - -
pv>G-r�l co+a + 10 7. 70'_ _ N 87' 36' 49" W -
CURVE DATA
CURVE
I
2'
3
4'
5'
6'
7'
8
p
42o2tW
90°00 00'
°
41 00 00
,
41 00 00'
90°00 00
1
25'41 20
,
05 IB 40
31000' W'
T
233.13'
40.00'
190.68,
168.25'
40.00'
212.06'
43.14'
257.93'
R
600.10'
40.00'
1 510.00'
450.00'
40.00'
930.00'
930.00'
930.00'
ARC
444.72'
62.83'
1 364.95'
322.01'
1 62.83'
417.00'
86.22'
503.22'
CHORD
434.61'
56.57'
357.21'
315.19'
S6.57'
413.52'
86.18'
497.10'
OF
N86-08'44'ti V I
640. ( 0
PROPOSED 15' S 870 36' qg E
NONEXCLUSIVE
UNDERGROUND 471.50'
SANITARY
SEWER EASEMENT SW CORNER OF NE 1/4, SECTION 9.
S28°57'Oe"E T-1-N,R-13-W AND'POINTOF
279.78 COMMENCEMENT"
14. EXISTING MH
CURVE DATA
CURVE
9
0
42029'25"
42029'35"
T
256.63
258.99'
R
660.10'
666.10'
ARC
489.5S
494.01'
CHORD
478.39
482.76'
z
LOFPRCPOSED 15' NONEXCLUSIVE UNDERGROUND
SANITARY SEWER EASEMENT
S 21' 46'46•E
�434.61' (CHORD)
i
�SW32'00'E
70.00'
I
a L
PARCEL I Y n, WINET�i
o
Ciro
y.0 - R
t
yy �R ,
fHi
EXECUTIVE `�'
NTER DR.(R45:C E)PAR
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Mic"ORr HILL 0?0
6
1
4
O W. 2, s(
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tr _
VICINITY MAP
NOT TO SCALE
KOGER EXECUTIVE CENTER
UNIT I
PLAT BOOK A, PAGE 895
S 02.20'005W
240.00 %�--
N��R 0 �E ate
G
"POINT OF BEGINNIN\ CE
PARCEL I C� ; e
CERTIFICATE OF PRELIMINARY SURVEYING
ACCURACY
�- ��'T•Y�•W10�� Ihereby certify that
/C�� this plat correctly represents a
_�6_,y� iEHORD) i boundary survey made by me and all
+ _ N 02020'00' E monuments shown hereon actually exist
-�S'4e40'00•E 140.00' and their location, size, type and
v�J material are correctly shown.
1 56.571(CHORD) Signed
S 020 20'00"W 7/z/e7 - -
Date of Execution Name, Registered
83.00' Land Surveyor
No. yam, Arkansas
I �
CERTIFICATE OF PRELIMINARY ENGINEERING
v O,� ACCURACY
I, Ikl Louder hereby certify that
this plat correctly represents a plat
made by me, and that engineering
✓I?- f-'.�_j-M requirements of the Little Rock
Subdivision Rules and Regulations have
PLAT 0cb11L tjpb,cIe e;iL been complied with.
10030'4V E Signed
13.52'(CHORD) 7
Date of Execution Name, Registered
Engineer, No. 4t9K3
1 N 1710'W W Arkansas
a 497V(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
O 18'(CHORD) been fulfilled, approval of this plat is
hereby granted, subject to further
provisions of said Rules and
\ Regulations. This Certificate shall
N28040'00"W 358.49'
14
SOUTH LINE OF NE 1/4 3 0. I I'
SECTION 9, T-I-N, R-13-W
N 19035' 12"W �\ \
176.91'-
expire
Date
to of Execution
Signed
Name,
L.R. Planning
Commission
NNW CORNER OF TRACT' C'
SANDPIPER ADDITION
PLAT BOOK A , PAGE II
AND WESTERLY BOUNDARY LINE OF KOGER
OFFICE PARKS, INC.,DESCRIBED IN INSTR. NO.82-20732
Legal Description - Parcel I-
A parcel of land in the Northeast 114 of Section 9, 1-1-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 503.22 feet; and 3) North 02 20100" 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 COTO" 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 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 5TOO" 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'OOn 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 COTO" 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 Extension of Executive Center Drive
A parcel of land in the Northeast 1/4 of Section 9, T-I-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 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.
- 1 Iv .....C..J r - , L. ^..a 1 (Iu' '.iy , w / ✓ 1� , v 1 r V r'V"..a�.'�
WITNIhJ -TNIg PIL . .
' A R ale4�S,i S
n£isia£n
PR 0Fii5S10!ii.L i
ENGINEER
No.4943 Ii11
NOTE: -kFS LOw�lI
le
THERE ARE NO RECORDED EASEMENTS OR
„•" ,
ENCROACHMENTS ON THE ABOVE DESCRIBED
• �F GAT FRFO'•'':
PROPERTY, EXCEPT AS SHOWN. : Z �1F„�•.
J1J1hyJeQ�(��t�;)
fix No.a;i C =
�l aft L.J:\IA GF� 1•Ti CiZd liE 7Ji a��y4
V ITS Zii 'LO ..,EL.,..• •�� •,C
�'t;!C I.ny� •�'
canner -
Robinson
&Associates
Architects -Engineers
201 SOWA Haar/
P a Bar 3&77
Little Rork AR 7220-3837
501137$5331
00"RIOHT
MMlburger Tonrw Robin.or,
8 As.oci°t..
DnA1Md BY:
G.
CHECKED BY:
APPROVED BY:
SCALE:
I"= 100,
DATE:
10-9-86
r""CT NO.
285 - 217