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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 �60
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 A
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-WONIE%
\-S$9°4d 07"E
400.94'
N43046'38"E
231.23'
- N 020 29' O8"W
194.56'
CF
a1.
Ito
-rt OF PROPOSED 15'
NONEXCLUSIVE UNDER- I
GROUND SANITARY SEWER 7
EASEMENT
a�
z
O
N 330 07' 12"W 0
230.06' LAU
iQ
Z
w
(V w
m z
In J
° I~
Q
N15008'29"E zI
1 399.32'
16
SEWER EASEMENT
S 28°57'0EI' E
279.78'-
Imo) EI�FT L lM,19 Rc�'Jc TI.1� 1C
WQ24TEV1 , I►L r
87• S3'OOm E
22.5' - ---`--
. 40Ff &V-
I �U'r'>'1►�a �-Z,
C/l PROOF
POSED IS'
} NONEXCLUSIVE
d UNDERGROUND
SANITARY 5
N46° 59' 26" E
00.00'�
(-SEE INSET A)
43000' 33'E
219.47'
dl, I oJn
r]
sA
\ 60 PROPOSED
p 6 BUFFER AREA
\Z \ (SEE INSET A)
3p EWER
EASEMENT
- 3 N 89'47'00"E
r
II ' P A R C L I ;6%.00 --�
� � - -t-- -� 17.016 ACRES
4 741, 228 ; S0. FT. NW CORNER OF.
-J ' I KOGER OFFICE PARKS
J INC., DESCRIBED INSTRUMENT NO.
IN
1
S87748'06"E 166.10' 82- 20732 1
I.PF -in
SLOPE EASEMENT
W o (23 5 2 SO FT )
• Iz RECORDED IN INSTR. /
8 I NO.86045041
22.5' ;
' r 15' RkAr `CAD I _4* m.4N'T 'f44W3:) ,--=
o' ! N8794do0'w
2 S TI.50'00'W Z431-
N660 I'29"E 25 i9'
19.82' - 357.21'(cHoRD
S 21.46'460E
1 34.61'(CHORD)
11
PARCEL i 0
0
n Y 9
A 1 _n {i�NTf«�
T
��' �% -W--IL RIUM
EXECUTNE EJJ
NTER DR.(FRCPi75ED)
PARCEL ��
O T H
HICKORY HILL RD '
T Z
W .c
j, S Ct•'.• •I f w. TI ST
CHEM; wOOD CT. . - _. 1,< - I u� - ;r
:•:: �� .... e.
VICINITY MAP
NOT TO SCALE
KOGER EXECUTIVE CENTER
UNIT I
PLAT BOOK A, PAGE 895
1 �S00'32'OOr'E
I I 70,00'
I �
L� S 02.20'00'W �,� 1___-
240.00' /��---
i
OPOINTOF BEGINNING' GEi PI
PARCEL I v�\0���
CERTIFICATE OF PRELIMINARY SURVEYING
ACCURACY
_��_ I..�liweec ✓.vrsc.Jhereby certify that
this plat correctly represents a
+ ,. HORD) i boundary survey made by me and all
N 0�°20'O0"E monuments shown hereon actually exist
1r7i ��V_ -fA.�C I� 140•00 and their location, size, type and
\ $��40tW� material are correctly shown.
o R �(ouu'- p6� 4 /56.57 (CHORD) Signed
S� 1.20'OO"V�I �J� S8?°40'OdE I 7
a5° 293.81' �'o`' 77.43 S 02020 00'IN Date o%ecution Name, Registered
� 01.50'WOE E Land Surveyor
�• %/ -`��`�l / t I 83•w No. 9�, Arkansas
/ , �� G� 6o e► � i 315.19 (cHoRla1 i � I i ��' '
'POINT CF BEGINNING' r
^D •� %/ o A, 2wI r-gow N( ;L0 EXECUTIVE CENTER �I
N512000E DRIVE
_ _ __. �iQ� ✓ 296.06'SLOPE EASEMENT
N36030!'48"W ` ��"I (2326 SO -FT)
60.C�4 1i �� b-'?� NO 8604504RECORDED IN NSTR.
PARCEL 2
6.T9 6--AGR E S
\` 269,912 SO. FT. ± .\
t2E.dlt Avc;, 2SI F Vc•�J? fdtz r)
SLOPEEASEMENT
-110,234 S(j. FT)
to e4lt_*� fbRS= RECORDED IN INSTR. -
(...IE5'r LITILr: ZXA/,------6045041
--- ---
FAfc'rAiGi2441 Lf z 70'_ -- ' N 87• 361498WJIKL
-
172
CERTIFICATE OF PRELIMINARY ENGINEERING
ACCURACY
I r �kA Lo"er hereby certify that
this plat correctly represents a plat
made by me, and that engineering
t� ��-r --r- y-��r�
K•�- U1? G41E=P J 11VE f.:_P_._I.1 1 E9
requirements of the Little Rock
PLAT fim,K tIPAsaP_ t2(i
Subdivision Rules and Regulations have
been complied with.
10.30'40aE
Signed
U.52'(CHORD)
1I ZZA,7
Date Execution Execution Name, Registered
i
Engineer, No. y91t3
IN 17101W0W
8T497.tO'(CH0RD)
Arkansas
'POINT OF BEGINNING
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
PARCEL 2
All requirements of the Little Rock
Subdivision Rules and Regulations
O.
relative to the preparation and
26°00'38"W
submittal of a Preliminary Plat having
been fulfilled, approval of this plat' is
.18'(CHORD)
hereb ranted sub' t to f th r
CURVE DATA
CURVE
1
2
3
4
6'
7�
8
A
42*2r-C
90°WOd'
41000'00
4100600"
90°00'00"
25041'20"
05°18'4o'
31°00'00"
T
233,13'
40.00'
190.68'
168.25'
40.00'
212.06'
43.14'
257.93'
R
600.10,
40.00'
510.00'
450.00'
40.00'
930,00'
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'
86.18'
497.10'
640.00'
�- -� S 87° 36' 49" E
4 71.5 0' •- l
SW CORNER OF NE 1/4, SECTION 9,
T-1-N,R-13-W AND'POINTOF
COMMENCEMENT'
EXISTING MH
n
a
CURVE DATA
CURVE
�9
A
42029'26'
42029'35"
T
256.63'
258.99'
R
660.10'
666.1 0'
ARC
489.53'
494.01,
CHORD
478.39
482.76'
2
rt OF PROPOSED 15' NONEXCLUSIVE UNDERGROUND
SANITARY SEWER EASEMENT
N2804OWW 358.49'
14 3 0, 11
SOUTH LINE OF NE 1/q '
SECTION 9, T 11-N, R-13-W
N 1903512" \
176.9 f'
y g , 3ec ur e
provisions of said Rules and
Regulations. This Certificate shall
expire
Date
S i ned
9
Date of Execution Name,
L. R. Planning
Commission
NW 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 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 114 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 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 20TO" 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 SOTO" 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.
Legal Description - Parcel 2
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 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 36149" 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 COTO" 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 COTO" :id a chord which bears
South 42 40'00" East 56.57 feet, an arc distance o= 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" anti 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 feat or 6.196 acres, more or less.
al Description of Proposed Westerly Extension 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 paint on the Westerly boundary of property of Koger
Office PaAs, Inc., as described in a deed recorded as Instrument 482-20732
in the public re irds-of._Pulaski County, Arkansas; thence along said
Westerly boundary .of Koger'OffMet Parks, Inc., North 19 35'12" West 176.91
feet to a ;point on the uoster*ly right-of-way line of Centerview Drive (60'
R/W); thence along the. Westerly rigIft-of-way line of Centerview Drive the
following three (3) .courses and dos-Eances: 1) North 28 40'00" West 358.49
feet; 2) rnith 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 20'00" East
83.00 feet to the POINT 0'F BE'GINNING; 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
0O'00" and a chord which bears South 71 50'00" West 315.19 feet, an arc
distance )f 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.C4 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.
• 11 -T2v Me l-17 �L- 13�P - FC) 2 70`7 A (� A1ZSA.
W I-rHI W -T{; Ig Gto-r.-
i
A
� 13t1 r�3 r� .S
u
V V ■
QE,.ES'.LP.ED
Ea;:a ',ent Approved 4i
P It o f li S S 10 N A L
E �,sa:nent Required
$;i G I N E E R Eli
Dzte
No.4943 t
NOTE: By' /
<FS - Og4ID J1�
-.,..�
THERE ARE NO RECORDED EASEMENTS OR
�•�� •r,,,
ENCROACHMENTS ON THE ABOVE DESCRIBED
,,,.
PROPERTY, EXCEPT AS SHOWN.
`;•'�F,C)AslFRE�'-,,
c1,v1F Ix''•
+1 � 0moo.
' V
o>riWiev f �Er F-LPr,rZ
i2i7_�ct2
�! S(� Et7l:L�t/A�t� C�.•1-T�Iz CW llG
••`rip :��.y-leL w ?�' ��-
Mehlburger
Tanner
Robinson
&Associates
Architects
201 Sxdk hard
P0. Bar3&37
Lark Rock AR 72M 3&V
50113755331
COWRIOHT t9W7
Mohftrgr Tonmr Robwflwn
E! Asfociore,
DRAWN SY:
G.
CHECKED my:
APPROVED my:
SCALE:
I"= 100'
DATE:
10-9-86
PROJ/CT No.
285 - 217
SHEET NO.