HomeMy WebLinkAboutS-0801-E Map 2CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, LEE D. KENDRICK, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR
VERIFIED BY ME THAT ALL SURVEYING REQUIREMENTS OF THE
STATE OF ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A
COPY OF SAID BOUNDARY SURVEY HAS BEEN DULY FILED FOR
RECORD IN THE OFFICES OF THE STATE SURVEYOR AND THE
PULASKI COUNTY CIRCUIT CLERK ON JANUARY 10, 1996,
IN PLAT BOOK E, PAGE 517.
DATE OF EXECUTION LEE D. KENDRICK
REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 1274
ARKANSAS
CHERRY CREEK ADDITION
PLAT BOOK D, PAGE 949
iNW CORNER
SE 1/4, NW 1/4
SECTION 9
T-1-N, R-13-W
15' UTIL. &EXST
DRAIN. ESMT.
- 1 - 1/2'
LOT
JOHN H. BENNETT III 26
& WIFE NICOLETTE
CHERRY LAUREL DRIVE
J.E. SMITH
LOT
CONSTRUCTION LLC
16
00•R
rrr---16' UTIL &
DRAIN. ESMT.
m
UYZ
_
BILE. ADCOCK LOT
�/
zzQ0
& WIFE JUDY L. 82
F3000
15' UTIL: &
0000j
I
DRAIN. ESMT.
ww�<m
LOT
`
LINDA C. DEARMOND
83
oz0z10
0.00
yC'1O¢o¢03a
15' UTIL. &
DRAIN. ESMT_
•
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m
N24 W
ao WOE
Vl
-I
�o4'W
O
ANDREA MARIE GOIN
LOT
n"�=`=
~
84
W
Z
y�
KIMMY L. LOONEY &
LOT
I
OO
u
WIFE MELANIE C.
85
`
Q
_
-4
SCOTT SUTHERLIN &
WIFE KIM & ALTA
LOT
A qO`00`O�
Q
JOAN SUTHERLIN
86
rWy
!-t-
JOHN H. COOLEY &
LOT��
0
O
WIFE LISA T.
87
I
800'R
02
JAMES E. HUNT, et al
I
(•t
LL
N
LOT
m
88
I
a
Q
MICHEAL O. \
I
J
MCKINNIS 15' UTIL.
DRAIN:
8 --Ey
ESMT, I
1S- UTIL. & LOT
N1 4 '3
DRAIN.
ESM�
89
-
I
'(
MILES M. GOGGANS
EXISTING UTILITY POLES
FOR OVERHEAD POWER
WINROCK DEVELOPMENT CO.
EXISTING
HYDRANT
SW CORNER
SE 1/4, NW 1/4 71
SECTION 9 01
T-1-N, R-13-W
EXISTING 40' R/W
EXIST. EDGE I
OF PAVEMENT
546.2'
3' C
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, MARK L. WRIGHT, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME,
AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS HAVE
BEEN COMPLIED WITH.
DATE OF EXECUTION MARK L. WRIGHT
REGISTERED PROFESSIONAL
ENGINEER NO. 6074
ARKANSAS
MAX R. DAVIS & WIFE CAROLYN
TRACT 12 EDWARDS SUB.
'
EXISTING FIRE
HYDRANT
N8�q°25'51-E
EXISTIN
SANITARY. TE W� \
o\ LOT 15
±3 ACRES
PROPOSED °I
EXISTING EDGE
OF PAVEMENT 4
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS RELATIVE TO THE PREPARATION
AND SUBMITTAL TO A PRELIMINARY PLAT HAVE BEEN
FULFILLED, SUBJECT TO FURTHER PROVISIONS OF SAID
RULES AND REGULATIONS. THIS CERTIFICATE SHALL
EXPIRE:
DATE
DATE OF EXECUTION NAME, LITTLE ROCK PLANNING
COMMISSION
POND �
10
1187.48'
_ 294.4_
T}_
L15' UTILITY EASEMENT
DEDICATED THIS PLAT
\ LOT 11
'\0.30 ACRES
5' CONCRETE
15' SEWER EASEMENT h - SIDEWALK
J�",. 50' TEMPORARY EASEMENT DEDICATED THIS PLAT w `', LOT 12 \
FOR PUBUC ACCESS TO EXPIRE tl:•12 ACRES \,
UPON COMPLETION OF BOWMAN
ROAD CONSTRUCTION PR POSED
e" SANITARY SEWER M
LINE RELOCATION N I 1
15' UTILITY EASENENT
\tye \ DEDICATED THIS PLAT I -- I AQIB �O N89.66__12 E
26
486.8' �o //� END PHASE II RO D
PAGISNSTRUCTION
NEW 12"WATER LINE s ' F
TO BE INSTALLED AT\ �` ,1 \ 17.5' DRAINAGE & UTILITY-�{
I LOT 13
TIME OF ROADWAY EASEMEIT - DEDICATED / i s w ut
in CONSTRUCTIION THIS PLAT :r ACRES
f, f ±1.29 A
to Z
R.O.W. DEDICATED 45 Oo � PROPOSED -o
EAST S PROPOSED CL' I IN USE 3 ROADWAY 'O R6.tFW Z
70 WESTERN eQUNDARYI ! IN USE UNTIL COMPLETIONNOF NEW
O I 1 CONSTRUCTION ON NEW BOWMAN
ROAD ALIGNMENT rj (Q N
{` 1 I LOT 5 ' N ` ��Q
? ±4,97 ACRES N z51s'
i h �I PROPOSED
U
¢' -
a1
Ad W l �t i1 SOUTHBOUND '3' LOT 14
h /) LEFT TURN LANE FOR ('1 �fr ±1.20 ACRES
I Z J} T INTERSECTION m {W PROPOSED
TEMPORARY INTERSECTION -d.J` I Ilti t+ft;Ln_ LIT I'�t1'
'EI @ / FOR RIGHT TURN ONLY 1 EASEMENT
PROPOSED ALIGNMENT OF EXECUTIV EXISTING
S88'12'03"E CENTER DRIVE FOR CONNECTION '+h" SANITARY SEWER
/��/{S81'43 12 4 88*1 /�'t WITH NEW BOWMAN RD. ALIGNMENT - WATER MAIN e 35 7' C//J' 94181' CHORD �( / / FUTURE PHASE CONSTRUCTION _ EXTENSION
36' ASPHALT STREET
EXISTING FIRE
HYDRANT
Z
JAMES A. WATT
TRUSTEE
"Re 165.81'
NE CORNER
SE 1/4, NW 1/4
SECTION 9
T-i-N, R-13-W
IPF
3/8"RB
LOT 110 o
±1.20 ACRES ICd ��►
PROPOSED 0�KOGER OFFICE PARK INC.
I'e N
O
5
224.0'
40'R 15' UTILITY EASEMENT 'C
DEDICATED THIS PLAT (O1
\� 8" SANITARY SEWER 1%2'RB
� EXTENSION I
LOT 9
' 0.11 ACRES \ o
PROPOSED
76' UTILITY EASEMENT
vi DEDICATED THIS PLAT
EXISTING SANITARY
. ANY SEWER
661.6T' 05.60 fir'.. i
' 7 e
�1TIL±T'r EASEMENT
s�, I
31' ASPHALT STREET
W/ CURB AND GUTTER
LOT 8
;Q I ±1.22 ACRES
3 � PROPOSED I
twJ (YS
io
L% .
8" SANITARY SEWER �< m ate'
EXTENSION
232.1' '\/�O .d 15' UTILITY EASEMENT'
0
..,w
LOT 7
±1.16 ACRES
PROPOSED
0' R/W DEDICATION
THIS PLAT
W LOT 6A
±2.00 ACRES
RES
PLATTED! & ;
DEVELOP D s
5' CONCRETE
SIDEWALK 1
32g.12'03-W
EXISTING 12'
WATER LINE
m
KOGER OFFICE PARK INC.
EXISTING
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, South 89'31'50" 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 00'27'42" West
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, North
89'25'61" East 1187.48 feet; thence South 00'53'00" East
241.04 feet; thence South 29°56'26" East 554.28 feet; thence
North 48051'07" East 311.21 feet; thence South 39'00'24" East
345.19 feet; thence North 89058'21" 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 28'19'52" East
86.14 feet; thence continuing along said right-of-way line
South 31.01'39" East 357.88 feet; thence continuing along
said right-of-way line South 19948'30" 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 68'50'42" 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 76°53'38" West 147.93 feet; thence West 35,94 feet;
thence South 00.00'39" East 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 89'57'54" West 1160.73
feet to the POINT OF BEGINNING, containing 56.962 acres,
more or less.
PHASING PLAN
PHASE 1: COMPLETE - EXECUTIVE CTR. DR. & LOTS 1,2,3A, 38, 6A & 68
PHASE II: SOUTH 457' EXECUTIVE CENTER COURT
FUTURE PHASES: LOTS 4 - 15 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 &7.
LEGEND
FIRE HYDRANT
i'=,`E
LIGHT POLE
M
WATER METER
"_ w-
EXISTING STORM PIPE
I,&
WATER VALVE
--.. 8'----IN--
EXISTING LM TTY LINE
{i.T
MANHOLE
WATER
C GAS
-0'
UTILITY POLE
UGT - BURIED TELEPHONE
SS _ SANT. SEWER
` jVANF-D JFICOPY'
' 1. Viola- ?VwSlNG
2
PROJECT INFORMATION:
OWNER/DEVELOPER:
WESTROCK PARTNERSHIP - AN ARKANSAS
GENERAL PARTNERSHIP
c/o DAVID JONES
11219 FINANCIAL CENTER PARKWAY, SUITE 300
LITTLE ROCK, ARKANSAS 72211
SOURCE OF TITLE
INSTRUMENT NUMBER 95-34737
ENGINEER/ SURVEYOR:
DEVELOPMENT CONSULTANTS INCORPORATED
10809 EXECUTIVE CENTER DR.
SUITE 210
LITTLE ROCK. AR 72211
NEW STREET;
±1,740 LINEAR FEET - EXECUTIVE CENTER DRIVE
684 LINEAR FEET - EXECUTIVE CENTER COURT
LAND AREA:
±56.962 ACRES (ORIGINAL GROSS AREA)
CURRENT ZONING:
O-1,QUIET OFFICE DISTRICT &
0-3, GENERAL OFFICE DISTRICT
PROPOSED USES;
OFFICE
LOTS,
16 LOTS TOTAL = ±50.51 ACRES
AVERAGE SIZE = ±3.15 ACRES
MINIMUM SIZE = 0.11 ACRES
SOURCE OF WATER
SUPPLY CITY OF LITTLE ROCK
MUNICIPAL WATER WORKS
SEWAGE DISPOSAL:
CITY OF LITTLE ROCK
WASTE WATER UTILITY
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L=86.17'
.O'
VICINITY MAP
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
1_100'
DRAWN BY
BRW&RMB
9-22-97
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PLAT BOOK B, PAGE 958
,Y
O N
BUILDING SETBACK END SIDEWALKS FOR25' BUILDING SETBACK 5' CONCRETE I p ,1"�i
�1 S88'12'03"E 336.15', CHORD61 Wild
25 iff
PHASE I CONSTRUCTION 'E,, SIDEWALK { 62.24
O / N81'43'12°W CONTINUE ALONG PROPOSED I j t 1 Il _ Oi Ab\e. C, y�°
25' R 108.35 CHORD ALIGNMENT WITH FUTURE rr i j -
36.7' C ROAD CONSTRUCTION I I - I �� A� •',
ADDITIONAL R.O.W DEDICATED I I V Y f-tvA 15' !TJLI EAS _. =ENT
THIS AREA FOR NORTHBOUND 1 01
RIGHT TURN LANE
m � I r5,`_':Fl A CLPri:N-r e�
(�r�( VI ` LOT 210,
m WI LOT 1
10' DRAINAGE & UTILITY -+I 0 EME Nt�.CaE @, UTII ti a,, 'U LOT 3 A " `
LOT 4 EASEMENT -DEDICATED lu A=P^s�= r"'; LOT 3B e ±10.386 ACRES i ±8.126 ACRES �A
800' THIS PLAT iC ±2,017 ACRES wl ,_,__ 16' DRAINAGE
JU33�AGE & li1'11.4'fY e 9 t ''
±5.21 ACRES a� I,Ift*3,477 ACRES .� :.! PLATTED & DEVELOPED �' PLATTED A=2618' 37-
PROPOSED r PLATTED Z PLATTED & <I TR=75.96' ':cQ
2' C° Z .�' •,j DEVELOPED IC " _.-:».:�.W......:". _ - _ ,„,",„,,,,,n,„, -ZONING WUNDARY=325•�0' '
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2'"
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O I I O I SECTION 9, SEWERPROPOSED MAIN - SANITARY EXTENSION !( O
10' UTILITY EASEMENT FaQiSMI2oa5-01a p�p �f J 0' UTILITY EASEM34600 EPJT__ _.___ __ _.-._ �Q4�00��_.... ., _ J I_._ T-1-N. R-13-W... .___ -.___ ._. .. I j iG' UTILITY EASEMENT O
DEDICATED THI PLAT 43 f_^_ r 200.81' ___ __ __-__ ___ __589.19' ___- .,___. -._. __ __ __� ....ii.. �- __ __ _._ - 671.54' •_. ,�
l_ _ - _ - - , 0 ... - - IPF
63
S 89° 31' b0- W ' 1318.60' _ 2 B�- - - P PIPE - - -N 69 57 54 W ` 'P2"RB 1160.73' / -
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'SEP 22 ,1997
SANDPIPER WEST ADDITION SANDPIPER WEST ADDITION SANDPIPER ADDITION - PHASE II 200 goo ` 0 100 200
PLAT BOOK D, PAGE 046 PLAT BOOK C, PAGE 048 PLAT BOOK A, PAGE 989
e SCALE
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97-166