HomeMy WebLinkAboutS-0801-G Map 1DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
CHERRY CREEK ADDITION
PLAT BOOK D, PAGE 949
NW CORNER
{ SE 1/4. NW 1/4
i SECTION 9
I ir- T-1-N, R-13-W
-15' UTIL. & EXST.
DRAIN, ESMT,
-1/2'
T LOT
JOHN H. BENNETT III 26
8 WIFE NICOLETTE
CHERRY LAUREL DRIVE
J.E. SMITH
CONSTRUCTION LLC
LOT
16 too
15' UTIL. &
DRAIN. ESN97.
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BILLYIE.
ADCOCK LOT
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& WIFE JUDY L. 82
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WIFE MELANIE C.
85
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SCOTT SUTHERLIN &
LOT
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WIFE KIM & ALTA
86
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JOAN SUTHERLIN
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JOHN H. COOLEY &
LOT
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WIFE LISA T.
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JAMES E. HUNT, st al
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MAX R. DAVIS & WIFE CAROLYN \
TRACT 12 EDWARDS SUB. '`„ POND
EXISTING FIRE EXISTING FIRE
HYDRANT HYDRANT
S 48'14'01- E 1187.48'
_ 86.7.30' _
�� 15' UTILITY EASEMENT
EXISTING
SANITARY SEWER \\
T 12
t4,73 ACRES
PROPOSED
EXISTING EDGE
OF PAVEMENT :a+
15' SEWER EASEMENT'
60' TEMPORARY EASEMENT DEDICATED THIS PLAT
FOR PUBLIC ACCESS TO EXPIRE
UPON COMPLETION OF BOWMAN
\ ROAD CONSTRUCTION
�\ \y
Iio
�
PAGIS \
N
NEW 12"WATER LINE
TO BE INSTALLED AT
TIME OF ROADWAY
h CONSTRUCTIION
b
R.O.W. DEDICATED /b'
EAST OF PROPOSED CL
TO WESTERN BOUNDARY
I
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(7
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LOT
:5.06 ACRES
PLATTED
16' UTILITY EASEMENT
DEDICATED THIS PLAT
I,
(
pAGIS
N89.58'12"E 244.41'
1048.'-----
• 488.8'
5' CONCRETE w
SIDEWALK
17.5' DRAINAGE & UTILITY -
EASEMENT - DEDICATED
THIS PLAT
EXISTING ROADWAY TO REMAIN
IN USE UNTIL COMPLETION OF NEW
CONSTRUCTION OM NEW BOWMAN
ROAD ALIGNMENT
LOT 5
m4,97 ACRES
PROPOSED
EXISTI
J SANITARY
SOUTHBOUND
LEFT TURN LANE FOR
INTERSECTION
TEMPORARY INTERSECTION
FOR RIGHT TURN ONLY
PROPOSED ALIGNMENT OF E
S88l12'03"E / CENTER DRIVE FOR CONNEC
�421.31' WITH NEW BOWMAN R0. ALI
FUTURE PHASE CONSTRUCT
WATER LINE
I LOT 10 w
*PROPOSED Z
7
V
/ SEWER EASEMENT
TO BE ABANDONED m
1
R3; LOT 11
��1�� *PROPOSED
•Z k---7..5' DRAINAGE &UTILITY
EASEMENT
IV EXISTING
EXISTING
SANITARY SEWER
T - ��•, 8" WATER I
LT STREET
AND GUTTI
®-V i
15' UTILITY EASEMENTI
7.5' UTILITY EASEMENT
-EXISTING
SANITARY SEWER
TTj
tAA
RR
q0, 237.2'
\-7,5' UTILITY EASEMENT
i
31' ASPHALT STREET
W/ CURB AND GUTTER
LOT 8
t1.21 ACRES
PLATTED
vl
�Ir
ZL3� 9" SEXIT NSION WER
LOT 7
t1.16 ACRES
PLATTED &
EVEL PED
JAMES A. WATT NE CORNER
TRUSTEE SE 1/4, NW 1/4
SECTION 9
'Re 166,81 T-1-N, R-13-W
3/8-RO
KOGER4 OFFICE PARK INC.
I
a�
\ ' KOGER OFFICE PARK INC.
\
'v
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\
15' UTILITY EASEMENT
LOT 6AI \
t2.000 ACRES
PLATTED &
E�
5' CONCRETE
SIDEWALK 1
%S111 oa 'W
EXISTING 12"
WATER LINE
PROPERTY DESCRIPTION
Part of the Southeast 1/4 of the Northwest 1/4 and part of
the Southwest 1/4 of the Northeast 1/4, all in Section 9,
Township 1 North, Range 13 West, Little Rock, Pulaski
County, Arkansas, more particularly described as follows:
BEGINNING at the Southeast corner of said Southeast 1/4 of
the Northwest 1/4; thence along the South line of said SE
1/4, NW 1/4, North 88.08'01" West 1318.60 feet to the
Southwest corner of said SE 1/4, NW 1/4; thence along the
West line of said SE 1/4, NW 1/4, North 01'52'26" East
1329.84 feet to the Northwest corner of said SE 1/4. NW 1/4;
thence along the North line of said SE 1/4, NW 1/4, South
88°14'01" East 1187.48 feet; thence South 01°27'09" West
241.04 feet; thence South 27'36'17" East 554.28 feet; thence
North 51'11'16" East 311.21 feet; thence South 36'40'15" East
345.19 feet; thence South 87041'30" East 550.09 feet to a
point on the Westerly right-of-way line of Centerview drive;
thence along said right-of-way line on a curve to the left
having a radius of 930.00 feet, an arc distance of 86.17
feet and a chord bearing and distance of South 25059'43" East
86.14 feet; thence continuing along said right-of-way line
South 28'41'30" East 357.88 feet; thence continuing along
said right-of-way line South 17'28'21" East 28,74 feet;
thence along a curve to the left having a radius of 25.00
feet, an arc distance of 41.76 feet and a chord bearing and
distance of North 66030'33" West 37.07 feet; thence along a
curve to the right having a radius of 325,00 feet, an arc
distance of 149.24 feet and a chord bearing and distance of
South 79'13'47" West 147,93 feet; thence North 870 39' 51" West
35.94 feet; thence South 02019'30" West 117.29 feet to a point
on the South line of said SW 1/4, NE 1/4; thence along the South
line of said SW 1/4. NE 1/4, North 87037'45" West 1160.73
feet to the POINT OF BEGINNING, containing 56.962 acres,
more or less.
SEWER
KOGER OFFICE PARK INC.
"O
•1, ds a
u''' Vi\
_ -
15' UTILITY EASEMENT
ji0•
IP
1 1/2"RB _- -S 87-41*304 E F 15' UTILITY EASEMENf
II
I I
PHASING PLAN
PHASE 1: COMPLETE - EXECUTIVE CTR, DR. & LOTS 1,2,3A, 3B, 6A & 6B
- PHASE II: SOUTH 467' EXECUTIVE CENTER COURT
FUTURE PHASES: LOTS 4 - 13 WILL BE PLATTED INDIVIDUALLY AND THE
NORTH 227' OF EXECUTIVE CENTER COURT TO BE BUILT WITH LOTS 9-12
BOWMAN ROAD: RIGHT-OF-WAY IS DEDICATED AT THIS TIME.
DEVELOPER WILL PROVIDE IN -LIEU CONTRIBUTIONS OR CONSTRUCT
IMPROVEMENTS AS REQUIRED IN COORDINATION WITH THE PLATTING
OF LOTS 4,5 & 13.
BOWMAN ROAD' A FINAL COMBINED PLAT MAP WILL BE PROVIDED UPON
COMPLETION OF THE LAST FINAL PLATTED AREA IN THE SUBDIVISION.
LEGEND
FIRE HYDRANT
LIGHT POLE
0
WATER METER
_-- s- --•
EXISTING STORM PIPE
0
WATER VALVE
-8---W-
EXISTING UTILITY LINE
Q
MANHOLE
C = GAS
UTILITY POLE
UOT - BURIED TELEPHONE
SS - SANT. SEWER
!O'
A=05. 1831'
T=43.11'
R=930.00'
L=86,17'
EXIST. EDGE
OF PAVEMENT
BUILDING SETBACK END SIDEWALKS FOR
N$i'43.12"W PHASE 1 CONSTRUCTION -
CONTINUE ALONG PROPOSED
\ �5' BUILDING SETBACK
( \Ij
v 5' CONCRETE I
SIDEWALK
`62.24' '03'E 336.15'I
52.24'
CHORD
1 .
\
((nry++
ONID y
MILES M. GOGGANS p 'r 25' R 108.35' CHORD ALIGNMENT WITH FUTURE
a�
\\\ 35.7' O ROAD CONSTRUCTION
MI
I1
JR'
v ADDITIONAL ROWOR N DEDICATED
THIS AREA FOR NORTHBOUND
I
r I
�12
15' UTILITY EASEMENT
RIGHT TURN LANE
O
-
I 16' SEWER
`OyC\,
•
TO BE ABANDO EDT,
I
to' DRAINAGE & UTILITY
-10' DRAINAGE & UTILITY
w aI
I
M11
LOT 2
LOT 1
��
R LOT 4 EASEMENT - DEDICATED
800' THIS PLAT
1
EASEMENT 7 ( LOT 3B
a LOT 3A
--- 15' DRAINAGE & UTILITY
t10.386 ACRES of
a
I t8.126 ACRES
S 25659'430 E
86.14'
CHORD
LOT 7 KOGER EXECUTIVE CENTER
PLAT BOOK B, PAGE 856
sn
t5.21 ACRES t2.017 ACRES w EASEMENT PLATTED &DEVELOPED PLATTED p:2g' 18' 37' 90
EXISTING UTILITY POLES 1 /,\ t t3.477 ACRES ,_ 1 .�
FOR OVERHEAD POWER - -'-_...,\ \ PROPOSED !' PLATTED o PLATTED & W ' z T 75.96'
1 5' R °� i I t •Z DEVELOPED ey • I ZONING BOUNDARYLL ..-_ _- _- _. _. ZONING %BOUNDARY _ R=326.00'
WINROCK DEVELOPMENT CO.
EXISTING
HYDRANT
SW CORNER
SE 1/4, NW 1/4 1/
SECTION 9
T-1-N. R-13-W
EXISTING 40' R/W
EXIST. EDGE
OF PAVEMENT
20' SEWER EASEMENTALIGNMENT ALONG EXISTINGSEWER LINE IS ASSUMEDEXISTING I 15' DRAINAGE & UTILITY
`\ SANITARY SEWER ZONING BOUNDARY EASEMENTEXISTING/SANITARY SEWER I - J aP,O,B.o I SE CORNER NoEXISTING 12' A� \ W ..A¢WATER LINE 't'\b % IISE 1/4. NW 1/4PROPOED 8" SANITARY
O SECTIONSEWERSMAIN E%TENSION10• UTILI-fY EASEMENT_ 10' UTILITY EASEMENT
10' UTILITY E/�MENT - -13-
HISS RAT CON. NON. 200.8P 589.19' _,__ __ r 67154'
634.3' PAGIS 1204e-o14 ! 345.00'--- 2QQ00_ _----�-.._ _ -..___ ._-.- - - _ D .�._.. __._ - -._ ____. _- PF _ �,jP�_1e �C2-gB _ •B9_ __ 1" PIPF�: _ _ -- _ _ 1/2"RB -.... _ __ .-.,> __.._-_. - e 88'08'01' W 1318.g0' N 37 48 W 1180.730' UTIL.
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PLAT BOOK D, PAGE 046 PLAT BOOK C, PAGE 048 PLAT BOOK A, PAGE 989
-
147 93' CHORD1,' UTILITY EASEMENT UTILDRAVN. Es r.
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