HomeMy WebLinkAboutS-1252 Map 3I
6
50 25 0 50 100
1"=50' .
SANITARY SEWER MANHOLE
TOP RIM EL. 488.93
FL. 8" PVC OUT N. 484.17
CURVE DATA
DELTA -
06'59'21"
TANGENT
- 60.15'
RADIUS
- 985.00'
LENGTH
- 120.15'
CURB INLET
TOP RIM EL_ 485.38 \VAL�
FL. IN 18" N. 480.03
FL. OUT 28"X24" BENT
CMP W. 479.88
CURVE DATA
DELTA - 87'58'29"
TANGENT - 38.61'
RADIUS - 40.00'
LENGTH - 61.42'
CURVE DATA
DELTA -
26'27'10"
TANGENT
- 155.15'
RADIUS
- 660.10'
LENGTH
- 304.76'
ISB INVESTORS. LLC.
03 ZONING
CURB INLET
TOP RIM EL 491.43
FL. IN 18" E. 486.99
FL. OUT 24" CMP W.
486.72
i JUNCTION
�y
RIM EL.
FTOP_
FL. IN 18' C
L
N
t 2"
FL. IN SB' C
WATERLINE
n-- OUT 18-
r
Z i
1) WATER - LITTLE ROCK MUNICIPAL WATER WORKS
(60-65 PSI AVAILABLE 0 SITE)
2) WASTEWATER - LITTLE ROCK WASTEWATER UTILITY
3) GAS - ARKLA GAS CO. (25 PSI AVAILABLEI
4) ELECTRIC - ENTERGY (13,800 VOLTS, 3PH4SE
POWER AVAILABLE)
5) TELEPHONE - SOUTHWESTERN BELL TELEPHONE CO
THE
MEHLBURGER
FIRM
AraCltecin-b,gtoeere-S�neJo�s
201 South Izard ❑Little Rock, AR 72201 c 507/375-5331
DSGN
DR DEG
CHK BMW
APVD BMW
NO. I DATE
CURB INLET
TOP RIM EL. 484.28
FL. OUT 15" CMP E. 480.15
480.15
P�
LOT 4
CURB INLET
TOP RIM EL, 483.29
FL. IN 15" CMP W. 478.69
FL. OUT 24" CMP N. 478.E
16�, RI"
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CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
CURVE DATA
DELTA - 12'14'01"
TANGENT - 61.39'
RADIUS - 572.88'
LENGTH - 122.32'
N74" 18'45"E
122.09'
SANITARY SEWER MANHOLE
TOP RIM EL. 486.40
FL. 8" PVC OUT N. 481.91
L- 10' WIDE DRAINAGE & UTILITY EASEMENT
PROPOSED PAGIS MONUMENT
LOT 2 R
(PLAT BOOK B, PAGE 123)
ISB INVESTORS, LLC.
03 ZONING
L A T B O O K A, P A G E 8 9 5)
I, MICHAEL WATSON, 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 AS REQUIRED.
DA E OF EXECUTION MICHAEL WATSON
REGISTERED PROFESSIONAL
LAND SURVEYOR NO.957
ARKANSAS
xFVISION
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
T
`' �••. U N P L A T T E D
SHACKLEFORD WEST, LLC.
C2 ZONING
CV
Project Site
CEDAR
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VICINITY MAP
N.T.S.
\
OWNER OF RECORD
ESTATE OF BILLY BRIDEWELL
)F- 6EGINNING"
-
c/o MR. KAE L. BROCKERMEYER, EXECUTOR
D RAGtS MONUMENT
P.O. BOX 4160
_
FORT WORTH, TEXAS 76164
o
- 504.588 I.
__.e-
SOURCE OF TITLE
PULASKI COUNTY PROBATE COURT
_
N$7°49'22°W 373.30' -
J
CASE NO. 98-1881
"
PROPF TY DESCRIPTION
LOT 1
Part of the Northeast 1/4 of Section 9, Township 1 North, Range 13 West,
Pulaski County, Arkansas, being more particularly described as follows:
Starting at the Northeast corner of the Northeast 1 /4 of Section 9; thence
South 43'45'44" West 82.71 feet to a point on the Western right-of-way
line of Shackleford Road (R/W Varies); thence South 02'07 00" West along
the said West right-of-way line 928.25 feet; thence continuing along said
West right-of-way line South 00'31'51" East 72.47 feet to the Northeast
A G 1 S CO O R D I N A T E S
corner of Koger Executive Center Unit I as recorded in Plot Book A, Page 895;
_P
thence North 87'49 22 West along the North line of said Koger Executive C
(D N148488.0994 E1192921.7000
Center 373.30 feet; thence continuing along said North line North 71'46'06"
West 504.58 feet to the POINT OF BEGINNING; thence continuing along said
U2 N148296.3404 El192443.8389
North line South 68'08'06" West 510.90 feet; thence South 89'50'33" West
along the said North line 100.14 feet to the Easterly right-of-way line of
N148296.0651 El192343.6988
Centerview Drive (60' R/W); thence along the Easterly right-of-way line on a
curve to the left having a radius of 660.10 feet, an arc length of 304.76
® N148589.4565 El192271.8537
feet and a chord which bears North 13'45'35" West 302.06 feet; thence along
�5 N148642.5076 El192288.3611
a curve to the right having a radius of 40.00 feet, an arc length of 61.42
feet and a chord which bears North 17'17'03" East 55.56 feet to the
�6 N148693.9895 El192396.8446
Southerly right-of-way line of Shackleford West Boulevard (60' R/W); thence
along the Southerly right-of-way line on a curve to the right having a radius
�7 N148842.4354 E1192766.6795
of 985.00 feet, an arc length of 120.15 feet and a chord which bears North
64'36'46" East 120.08 feet; thence North 68'07'49" East along the said
8 N148875.4467 E1192884.2203
Southerly right-of-way line 398,51 feet; thence along said Southerly right-
of-way line on a curve to the right having a radius of 572.88 feet, an arc
length of 122.32 feet and a chord which bears North 74'18'45" East 122.09
feet; thence South 05'31'36" East 389.16 feet to the POINT OF BEGINNING
containing 5.549 acres, more or less.
CERTIFICATE OF PRELIMINARY Ammuffiffimmor
PLAT APPROVAL
1, 1NE5 LUWDER , 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. gg
DATE OF EXECUTION
REGISTERED PROFESSIONAL
ENGINEER NO. 4943
ARKANSAS
VERIFY eCALE
IS
THE PLANS AND SPECIFICATIONS INCORPORATED ORIGIN
N ONE INCH ON
ORIGINAL DRAWING.
HEREIN, AS A PRODUCT OF DESIGN SERVICES, 0
IS THE PROPERTY OF THE MEHLBURGER FIRM
AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON
WITHOUT EXPRESS WRITTEN PERMISSION, THIS SHEET, ADJUST
BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY.
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS RELATIVE TO THE PREPARATICN
AND SUBMITTAL TO A PRELIMINARY PLAT HAVE BEEN
FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED,
SUBJECT TO FURTHER PROVISIONS OF SAID RULES
AND REGULATIONS, THIS CERTIFICATE SHALL EXPIRE:
DATE
DATE OF EXECUTION NAME, LITTLE ROCK PLANNING
COMMISSION
PRELIMINARY PLAT OF PART OF THE
NORTHEAST 1 /4 OF SECTION 9,
T-1-N, R-13-W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS
`0%%1/11111/I,,,
01
.+° STATE OF+"
ARKANSAS
N4.9574"11• -
•,����Lr 1LA1``,`•
SHEET 1 OF 1
DATE 5-28-99
PROJ 299-152
Kin
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