HomeMy WebLinkAboutS-0801-G Map 2DEVELOPMENT
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
.~ SECTION 9
- T-1-N, R-13l-W
UTIt.. & EXST. F lY -..EXST. 12"W `....-..
DRAIN. ESMT.
-- V
JOHN H. BENNETT III LOT
26
& WIFE NICOLETTE
CHERRY LAUREL DRIVE
LOT
I
CONSTIITH
RUCTION LLC
16 106R
DRAIN. ESMT. C' UTIL. &
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KIMMY L. LOONEY 8
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WIFE MELANIE C.
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LOT
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JTIL. LOT
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0R
N1 43
89
MILES M. GOGGANS
EXISTING UTILITY POLES
FOR OVERHEAD POWER
WINROCK DEVELOPMENT CO.
E%ISTING
HYDRANT
SW CORNER -
SE 1/4. NW 1/4
SECTION 9
T-1-N, R-13-W
EXISTING 40' R/W
_01
EXIST. EDGE '
OF PAVEMENT
C
MAX R. DAVIS &WIFE CAROLYN `
TRACT 12 EDWARDS SUB.
POD
(EXISTING FIRE /////-----EXISTING FIRE
HYDRANT - - - - HYDRANT
S S8.14'01' E 1187.48'
• 546.2' '-• - _�___ 56.7.30' •
UTILITY EASEMENT
EXISTING
SANITARY SEWER XX
I
LOT 9
LOT 12
`� t5,06 ACRES
t4.73 ACRES
PROPOSED
to PLATTED
EXISTING EDGE €i
PAVEMENT -
I
OF
15' SEWER EASEMENT
i
60'TEMPORARY EASEMENT DEDICATED THIS PLAT
FOR PUBLIC ACCESS TO EXPIRE
UPON COMPLETION OF BOWMAN
COMP
ROAD CONSTRUCTION7
^
1
I\ \
PAGIS
N
NEW 12"WATER LINE
TO BE INSTALLED AT
TIME OF ROADWAY
Rf CONSTRUCTIION
R.O.W. DEDICATED D
EAST S PROPOSED R
TO WESTERN BOUNDARY
i
V U
i a /
W
N
z
Cc
A
ASEMENT ------777777
15' UTILLEYD
DEDICAhIS PLATAGO
N89"66'12"E 244.41' _
• 486 8' --
,~ -^ -- CONCRETE
�p V 1 SIDEWALK
17.5' DRAINAGE & UTILIT`
EASEMENT - DEDICATED
THIS PLAT
EXISTING ROADWAY TO REMAIN
IN USE UNTIL COMPLETION OF NEW
CONSTRUCTION ON NEW BOWMAN
I ROAD ALIGNMENT
I! LOT-6
t4.97 ACRES
PR P ED
ux 1
SANI
SOUTHBOUND
LEFT TURN LANE FOR
INTERSECTION
TEMPORARY INTERSECTION
FOR RIGHT TURN ONLY
PROPOSED ALIGNMENT
S88.12'03"E CENTER DRIVE FOR CC
�421.31' /' WITH NEW BOWMAN RI
FUTURE PHASE CONST
LOT 1010In
*28
OPOSRES
ED z
0
15' SEWER EASEMENT j
/ TO BE ABANDONED m
Sj / GN
N '\
N
s
R3 OT 11
W t1.20 ACRES
PROPOSED
0
Z 7.5' DRAINAGE & UTILITY
EASEMENT
IV � EXISTING
",SANITARY SEWER
T - IN 8" WATER 1
T
0-3 i11
15' UTILITY EASEMENT--{
7.5' UTILITY EASEMENT -
EXISTING
SANITARY SEWER
.,--.�189.66_12"E_-_ 217_26' _.
237.2'-
Z5' UTILITY EASEMENT
3V ASPHALT STREET
W/ CURB AND GUTTER
LOT 8
0.21 ACRES
PLATTED
3- SANITARY SEWER
EXTENSION
LOT 7
t1.16 ACRES
PLATTEDE&
JAMES A. WATT ,/-NE CORNER
TRUSTEE SF 1/4, NW 1/4
SECTION 9
1%2"RB 166.81' T-1-N, R-13-W
IPF
- 3/8"RE
KOGERiy OFFICE PARK INC.
I
I
a,
\ ���
\I .
\\ La
a, Y
a�
15' UTILITY EASEMENT \
LOT 6AI \
t2.000 ACRES \\
PLATTED:&
DEVELOPED
5' CONCRETE
SIDEWALK 1
%S'1- 2 033
KOGER OFFICE PARK INC.
PROPERTY DESCRIPTION
Part of the Southeast 1/4 of the Northwest 1/4 and part of
the Southwest 1/4 of the Northeast 114, 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 88008'01" 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 01027'09" West
241.04 feet; thence South 27.36'17" East 554.28 feet; thence
North 51011'16" 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 28041'30" East 357,88 feet; thence continuing along
said right-of-way line South 17028'21" 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 79013'47" 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.
EXISTING
SANITARY SEWER
00�,
/r
,t
F
'1oFi /
O
15' UTILITY EASEMENT up
I 1P2'RI
F
KOGER OFFICE PARK INC.
S 87.41'30' E
15' UTILITY EASEMENT
5€0.09'
i 480' 8 12 3 3 5.81 PRoaoSEo - �N-` 1 588•12'03"E 200.00' !P -EXISTING 12'
R - CON. MON. 5T$8�/2'O 46.00' 1/2'Re 1/2 R WATER LINE
J WATER LINE I PAGIS /2046.0141 \ N71.29'36"E
• /° --25' BUILDING SETBACK END SICEWALKS FOR \ 25' BUILDING SETBACK 8• CONCRETE 62.24' '03"E 336A5'I CHORD
N81"43'12'W PHASE I CONSTRUCTION - I I 1 62.24' `
/ o �• CONTINUE ALONG PROPOSED SIDEWALK f
25' R 108,36' CHORD ALIGNMENT WITH FUTURE
MI I -1
✓ .- � 36.T C ROAD CONSTRUCTION
l
/ ADDITIONAL ROW DEDICATED
THIS AREA FOR NORTHBOUND J
RIGHT TURN LANE cq 'pl
A O I J j O BEABANDONEDT �� I 111
j 10' DRAINAGE & UTILITYlon
II 10' DRAINAGE & UTILITY w a� I LOT 2 W1.1 LOT 1
f LOT 4 EASEMENT - DEDICATED I'EASEMENT 1 iu LOT 3A t10.386 ACRES t8.126 ACRES
800'THIS PLAT LOT 3B15' OR:dNAGE &UTILITY tN±5.21 ACRES
OSED t2.017 ACRES W EASEMENT PLATTED &DEVELOPED I PLATTED
13.477 ACRES _ PLATTED & W ' Z
" PLATTED I®
z DEVELOPED o4 • I ZONING BOUNDARY - _ _.. ZONING _EDUNDAI
3 .2' C\0-1
\�,�
''y \�"'- 20' SEWER EASEMENT I Z) �rv�
ALIGNMENT ALONG EXISTING
SEWER LINE IS ASSUMED
- - 16' DRAINAGE & UTILITY
\ \ SANITARY SEWER ZONING BOCNDARY EASEMENT
EXISTING ( P O B o¢ I I 2
08,
SANITARY BE I i I < o
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
r,-
•
FIRE HYDRANT
LIGHT POLE
14
WATER METER---
--_--- --
EXISTING STORM PIPE
6
WATER VALVE
---B"-_-W-
EXISTING UTILITY LINE
(0)
MANHOLE
W - WATER
G = GAS
UTILITY POLE
- BURIED TELEPHONE
SS - SANT. SEWER
SS
il
A=05. 18'
T=43.11'
R=930.00'
L=86.17'
S 25.59'43" E
\ 86.14'
\ CHORD
LOT 7 KOGER EXECUTIVE CENTER
PLAT BOOK B, PAGE 856
�)
15' UTILITY EASEMENT
02C
=26. 18' 37'
T=76.96' c
R=325.00'
L=14924'
S 79.13'47" W 12 A
147.93' CHORD
r
.-_
V2'R8
. N w « < 15' UTILITY EASEMENT N 87.39.51" W
EXISTING 12" t \ "+'• < \ / w SE CORNER o 0
O
WATER LINE `�\i \ o a < SE 1/4, NW 1/4, PROPOSED 8" SANITARY
" SECTION 9,
' �\ �' ^ N I 10' UTILITY EASEMENT 0 SEWER MAIN EXTENSION UTILITY EASEMENT
10' UTILITY E`T� TMENT o T-1-N, R-13-W
DEDICATED THIS\` AT CON. MON. l 200.81' ..-- -- __-- -`-- - ._ 589.19' ___... .._. __ ._-- -- _ -- ��i0 _ -- -
\`I 534.3' PAGIS noa6-ou t 345.00' 20290__ _..--- -- -- ---- - - a
g$\ 88.08'01" W r 1318.60' J- -- -- 1 PIP--- I N 3T48" W Re 1180.73'
X �ta' UTC o' unL.
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SANDPIPER WEST ADDITION SANDPIPER WEST ADDITION SANDPIPER ADDITION - PHASE II
PLAT BOOK D, PAGE 046 PLAT BOOK C, PAGE 048 PLAT BOOK A, PAGE 989
R-
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M
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ENGINEERING PLANNING I
LAND SURVEYING
LANDSCAPE ARCHITECTURE
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APPROVED BY
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