HomeMy WebLinkAboutZ-6496 Map 5CHERRY CREEK ADDITION
PLAT BOOK D, PAGE 949
NW CORNER
SE 1/4, NW 1/4
SECTION 9'
� .., a .,0 w
15' UTIL &
DRAIN. ESMT.T.
- 1/2'
LOT
JOHN H. BENNETT III 26
& WIFE NICOLETTE
:RRY LAUREL DRIVE
J.E. SMITH
CONSTRUCTION LLC LOT
BILLY E. ADCOCK
16
0DS
15UTIL. &
DRAIN. ESMT.
0
m
EXISTING UTILITY UNE
-.
UCWSz
-
LOT
oiz
°zaA
SCOTT SUTHERLIN & LOT ja
WIFE KIM 8 ALTA
BILLY E. ADCOCK
LIGHT POLE
JOAN SUTHERLIN
& WIFE JUDY L. 82
m
EXISTING UTILITY UNE
JOHN H. COOLEY &
LOTT.
15' UTIL:
&
I 81
DRAJN. ESMT_-I
SS - SANT. SEWER
JAMES E. HUNT, et al
LOTILINDA
J
I N
C. DEARMOND
83
UTIL.
41N.
8
ESM
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88
00
I A
-
ANDREA MARIE GOIN
LQT
MCKINNIS 15' UTIL.
& -►I
84
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5' UTIL & LOT
LID
KIMMY L. LOONEY &
LOT
_
WIFE MELANIE C.
85
SCOTT SUTHERLIN & LOT ja
WIFE KIM 8 ALTA
86 I
LIGHT POLE
JOAN SUTHERLIN
- -- EXISTING STORM PIPE
m
EXISTING UTILITY UNE
JOHN H. COOLEY &
LOTT.
WIFE LISA T.
87
I 81
UTILITY POLE
SS - SANT. SEWER
JAMES E. HUNT, et al
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00
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42' 01"
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ES MT.
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5' UTIL & LOT
LID
- PHASE II
Q
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PLAT BOOK
..... ...
A,
PAGE
RAIN. ESMT 89 -
MILES M. GOGGANS
EXISTING UTILITY POLES
FOR OVERHEAD POWER
I
,I
1
MAX R. DAVIS & WIFE CAROLYN rK �, ul..,• : -
TRACT 12 EDWARDS SIB. .. A 1/4
` It CORNER
\: JAMES A. WATT C 1 4, NW
--.. TRUSTEE ECTION 9
-EXSTING FIRE �'�-_ - I / EXISTING FIRE r
- HYDRANT -N, R -13-W
HYDRANT
IP
166.81' IPF
S 88.14'01" E 1187.48' 567.30' 3/8 RB
-- -
-15' UTILITY EASEMENT'
- DEDICATED THIS PLAT
_ E.ISTING \
-' SANITNRY SEWER
KOGER
, LOT 9 <cqp �� �� - OFFICE PA INC
� N
:
:3.81 ACRES � / r� lr ; I �N �`•. \�, '.� �
ASPHALT STREET EXECUTIVE CENTER DRIVE
CURB AND GUTTER 60' RIGHT-OF-WAY
F_ _r,1 1 V V
SIDE W ALK
m
LOT 3A
-2,017 ACRES
`Z PLATTED &
' DEVELOPED
'c
i
15' UTILITY EASEMENT
LOT 6A
0+2.000 ACRES
0
PLATTED &
EXISTING
ry '` SANITARY SEWER
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 87°41'30" 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 25`59'43" 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 66°30'33" 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 87°37'45" West 1160.73
feet to the POINT OF BEGINNING, containing 56.962 acres,
more or less.
HASE 1: COMPLETE - EXECUTIVE CTR. DR. & LOTS 1,2,3A, 3B, 6A & 6E
'HASE II: SOUTH 457' EXECUTIVE CENTER COURT
UTURE PHASES: LOTS 4 - 15 WILL BE PLATTED INDIVIDUALLY AND TF
ORTH 227' OF EXECUTIVE CENTER COURT TO BE BUILT WITH LOTS 9-12
IOWMAN ROAD: RIGHT-OF-WAY IS DEDICATED AT THIS TIME.
EVELOPER WILL PROVIDE IN -LIEU CONTRIBUTIONS OR CONSTRUCT
r1PROVEMENTS AS REQUIRED IN COORDINATION WITH THE PLATTING
IF LOTS 4,5 &7.
IOWMAN ROAD: A FINAL COMBINED PLAT MAP WILL BE PROVIDED UPON
LEGEND
FIRE HYDRANT
LIGHT POLE
'.: WATER METER
- -- EXISTING STORM PIPE
WATER VALVE
EXISTING UTILITY UNE
W - WATER
-: MANHOLE
G=GAS
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UGT - BURIED TELEPHONE
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SANITARY SEWER�`�'EXISTING FIRE""":"J_ _-P.Q,�,
HYDRANTSE CORNER
fSE 1/4,' NW 1/4,S a+�E' ¢ \� /r o SECTION 9,0.o o _I a to J• rrn r T-1-N2o0.813-W' UTILITY EASEMENT s CON MON. I 345.00' 200.00'
DICATED THIS PLAT 534.3_ PAGtS noas-ola -.: - _ - _ �P PIPE _ _ - - uzee-SW CORNER PF - 8'01" W %� 1318.80^ 10. oG' D1 AK ET & _\ �i EMT. OSE 1/4, NW 1/4 2'RB w /LOT LOT� w LOT LOT LOT LOT I LOTSECTION 9 FI OT LOT LOT LOT �N LOT LOT \ LOT m 3 34 3�5 3Q6 I 106 iQ87 I I 188 8z
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OF PAVEMENT o<
SANDPIPER WEST ADDITION
SANDPIPER WEST ADDITION PLAT BOOK C, PAGE 048
PLAT BOOK D, PAGE 046
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- PHASE II
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PLAT BOOK
..... ...
A,
PAGE
989
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VICINITY MAP
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK. ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
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SCALE
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S 17'28'21"
QDRAWN
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28,74'
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APPROVED BY
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DATE ;
3-26-98
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DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK. ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
Q
COPYRIGHT
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SCALE
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QDRAWN
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DATE ;
3-26-98
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(OGER EXECUTIVE CENTER
T'BOOK 8 PAGE 856
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