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7005 0390fu03 6639 5264
PS Form 3811, Fabruary� 2004 I I I I Doritestic Retlfm Receipt 102595-02-M-1540 i
a Complete items 1, 2, and 3. Also complete A. Stgnafu
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7005 0390 0003 6639 5240
PS Form 3811, February 2004 Domestic Return Receipt
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SIBLEY HOLE ROAD
City of Little Rock CITY OF LITTLE ROCK
Yfil Yl.� / 0 332
Planning and Development DEPARTMENT OF PLANNING AND DEVELOPMENT c • i C�a9!8`C'9S°$
Filing Fees
Planning 723 West Markham Street $j 00.539
w� Zoning and Little Rock, Arkansas 72201-1334 f -6!2 '�7 201
Date 20
' Subdivision (501) 371-4790 r siie� Frvm 7220-1
r � eve Pu5TAC3~
Annexation $
Board of Adjustment $
Cond Use Permit/T U P $ Scott Equipment Co.
Sam Light
Final Plat $ �
10923 W. I-30
Planned Unit Dev $ Little Rock, AR 72209-5838
Preliminaiy Plat $ -
� SY;s:r'E 722 DE aL 00 091'263l!'
Special Use Permit $ -F & FNDER
Rezoning $ _....�_._ _ _........_
I�s1�G{{11�11 ` j=xl�ar�--11���33��5-:��-C+'
Site Plans $ E+ 4Q �2;7Jt :L -3314 lllYii)TIiT7T1711YT)ii 17i3 T771�)Y1)3 TT 111T17Y117TTSiliJ1T1Y71
StieetName Change
Street Name Signs
Number at ea $ CITY OF LITTLE ROCK -�Jj yL. / v 0�, 9y3,
Public Hearing Sipns . C€PAIRTMENT OF PLAMWOO ANO DEVELOPMENT � � _
a
Number i at `1 ea $ r F , t Pf art 723 Meat 14 wk ham Stree4 ¢ a = � . �
Zen�+� and Lit0e € k, Armes 72201-1 &4 ' = ' 3 ; r.irj
Total $ _.� , :: a uiir�ii►�i (501) 371-47'9® _ " _ " 7%20"i
GEE
File No
Location ` ` 2 2- 0
Applicant
Scott Equipment Co.
By a r 4r--�---- Sam Light
10923 V" ' ^^
Little Rc r7MxxF- 722 DE 1 Ott 09YOS./10
RETURN TO SENDER
NOT DE1-MVERABLE AS ADDRESSED
UNABLE TO FORWARD
LITTLE ROCK BOARD OF ADJUSTMENT
APPROVED, SUBJECT TO THE CONDITIONS
ASNOTEn 7HE BOARD OF A�u
VT
MINUTE i,WGA-17c�
BY: - �--
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PARKING _ 20'
40' 1 100'
PROPOSED
ISHOP ry
40' [ 100'
Or
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N 89'22'09" W Q
-3c 182.22' v
RADIUS = 50':j11'90'
ARC LENGTH = 79.56'
DELTA ANGLE = 91'09'52"
CHORD BEARING AND DISTANCE _
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FLOOD ELEV. 288'
N 89' 19'38" W 457.82'
f \-BRIDGE
ELEVATION CONTROL POINT
N 43'47'13"W, 71.43'
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SOUTHEAST CORNER;
SW 1/4 NW 1/4,
SECTION 3,
T-1—S, R-13—W.
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ELEVATION CONTROL POINT INFORMATION:
RM 129 ELEV. 288.51 FEET
TOP OF CONCRETE WHEEL GUARD ON
SOUTHWEST CORNER OF SIBLEY HOLE
ROAD BRIDGE OVER NASH CREEK.
FEMA COMMUNITY —PANEL NUMBER
0501810092 F MAP REVISED
OCTOBER 19, 2001:
FLOOD ELEVATION FOR SITE IS AT 287 FOOT
CONTOUR LINE:
EGAL DESCRIPTION
A PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER
AND A PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER ALL IN SECTION 3, TOWNSHIP 1 SOUTH, RANGE 13 WEST,
PULASKI COUNTY, ARKANSAS, DESCRIBED AS FOLLOWS: COMMENCING
AT THE SOUTHEAST CORNER OF THE SAID SW 1/4 NW 1/4 AND
RUN THENCE NORTH 00 DEG. 40 MIN. 22 SEC. EAST, ALONG THE
EAST LINE THEREOF, 16.54 FEET TO THE NORTH LINE OF SIBLEY
HOLE ROAD; THENCE NORTH 89 DEG. 19 MIN. 38 SEC. WEST, ALONG
THE NORTH LINE OF SAID SIBLEY HOLE ROAD, 457.82 FEET; THENCE
NORTH 33 DEG. 03 MIN. 46 SEC. EAST, 11.90 FEET TO THE NEW
EXTENDED RIGHT OF WAY OF SAID SIBLEY HOLE ROAD AND BEING THE
POINT OF BEGINNING; THENCE NORTH 89 DEG. 22 MIN. 09 SEC.
WEST, ALONG THE NEW NORTH RIGHT OF WAY OF SIBLEY HOLE ROAD,
182.22 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH SAID
CURVE HAVING A RADIUS OF 50.00 FEET AN ARC LENGTH OF 79.56
FEET A DELTA ANGLE OF 91 DEG. 09 MIN. 52 SEC. AND A CHORD
BEARING AND DISTANCE OF NORTH 43 DEG. 47 MIN. 13 SEC. WEST,
71.43 FEET; THENCE NORTH 01 DEG. 47 MIN. 43 SEC. EAST, ALONG
THE NOW EAST LINE OF SAID SIBLEY HOLE ROAD, 379.86 FEET TO
THE SOUTH RIGHT OF WAY OF INTERSTATE NO. 30; THENCE NORTH
66 DEG. 04 MIN. 18 SEC. EAST, ALONG THE SOUTH LINE OF SAID
INTERSTATE NO. 30, 880.73 FEET; THENCE SOUTH 14 DEG. 11
MIN. 13 SEC. WEST, 89.72 FEET; THENCE SOUTH 54 DEG. 54 MIN.
41 SEC. WEST, 551.29 FEET; THENCE SOUTH 24 DEG. 05 MIN. 42
SEC. WEST, 542.37 FEET TO THE POINT OF BEGINNING, CONTAINING
5.50 ACRES, MORE OR LESS.
I, JOHN WILLIAMS REGISTERED
LAND SURVEYOR NO. 1091,
0'40'22" E CERTIFY THIS PLAT TO BE A
-16.54' CORRECT REPRESENTATION OF
THE PROPERTY SURVEYED BY
ME OR UNDER MY SUPERVISION.
FIP = FOUND IRON PIN
SIP = SET 1 /2 INCH REBAR W/ 1091 CAP
USE AND BENEFIT:
SCOTT EQUIPMENT SALES COMPANY, INC.
LITTLE ROCK BOARD OF ADJUSTMENT ELEVATION CONTROL POINT INFORMATION:
APPROVED, SUBJECT .; 0 THE CONDITIONS 6,Q.�� RM 129 ELEV. 288.51 FEET
AS NOTELi':,� THE BOARD OF JUS ENT j TOP OF CONCRETE WHEEL GUARD ON
sa°p°g0pocc00000gaca°°°°°pc MINUTE F;I~(; 1IT� iC �] SOUTHWEST CORNER OF SIBLEY HOLE
ROAD BRIDGE OVER NASH CREEK.
GST�' FEMA COMMUNITY -PANEL NUMBER
B'� `� 0501810092 F MAP REVISED
po°°STATE f3F0000. �a$ DATE:._ 2�'��� `� � �' � / �a / / / OCTOBER 19, 2001:
m' SAS °° —7a-
.� FLOOD ELEVATION FOR SITE IS AT 287 FOOT
NOE• ` 1 iv '? CONTOUR LINE:
SICNATIIHF: e ,N��� / I FL �� 00
v �0/ J R_ goOAF V
c. WIL 1° 6 r+ 5 try
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6.19 ui
fI FEpIC� ACRES
41.85'�
I ��L
x
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COTTON PARKING 20' w
PICKER
SPINDEL 40' I 100' 30'
"cn PROPOSED
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FLOOD ELEV. 288'
N 89' 19'38" W
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57.82' _
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0 30 75 150
LEGAL DESCRIPTION
A PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER
AND A PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER ALL IN SECTION 3, TOWNSHIP 1 SOUTH, RANGE 13 WEST,
PULASKI COUNTY, ARKANSAS, DESCRIBED AS FOLLOWS: COMMENCING
AT THE SOUTHEAST CORNER OF THE SAID SW 1/4 NW 1/4 AND
RUN THENCE NORTH 00 DEG. 40 MIN. 22 SEC. EAST, ALONG THE
EAST LINE THEREOF, 16.54 FEET TO THE NORTH LINE OF SIBLEY
HOLE ROAD; THENCE NORTH B9 DEC. 19 MIN. 38 SEC. WEST, ALONG
THE NORTH LINE OF SAID SIBLEY HOLE ROAD, 457.82 FEET; THENCE
NORTH 33 DEG. 03 MIN. 46 SEC. EAST, 11.90 FEET TO THE NEW
EXTENDED RIGHT OF WAY OF SAID SIBLEY HOLE ROAD AND BEING THE
POINT OF BEGINNING; THENCE NORTH 89 DEG. 22 MIN. 09 SEC.
WEST, ALONG THE NEW NORTH RIGHT OF WAY OF SIBLEY HOLE ROAD,
182.22 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH SAID
CURVE HAVING A RADIUS OF 50.00 FEET AN ARC LENGTH OF 79.56
FEET A DELTA ANGLE OF 91 DEG, 09 MIN. 52 SEC. AND A CHORD
BEARING AND DISTANCE OF NORTH 43 DEG. 47 MIN. 13 SEC. WEST,
71.43 FEET; THENCE NORTH 01 DEG. 47 MIN. 43 SEC. EAST, ALONG
THE NOW EAST LINE OF SAID SIBLEY HOLE ROAD, 379.86 FEET TO
THE SOUTH RIGHT OF WAY OF INTERSTATE NO. 30; THENCE NORTH
66 DEG. 04 MIN. 18 SEC. EAST, ALONG THE SOUTH LINE OF SAID
INTERSTATE NO, 30, 880.73 FEET; THENCE SOUTH 14 DEG. 11
MIN. 13 SEC. WEST, 89.72 FEET; THENCE SOUTH 54 DEG. 54 MIN.
41 SEC. WEST, 551.29 FEET; THENCE SOUTH 24 DEG. 05 MIN. 42
SEC. WEST, 542.37 FEET TO THE POINT OF BEGINNING, CONTAINING
5.50 ACRES, MORE OR LESS.
I, JOHN WILLIAMS REGISTERED
LAND SURVEYOR NO. 1091,
N 0'40'22" E CERTIFY THIS PLAT TO BE A
16.54' CORRECT REPRESENTATION OF
THE PROPERTY SURVEYED BY
_ ME OR UNDER MY SUPERVISION.
RADIUS = 50' BRIDGE SOUTHEAST CORNER,
ARC LENGTH = 79.56' ELEVATION CONTROL POINT SW 1/N W 1 /4,I i j FIP = FOUND IRON PIN
DELTA ANGLE = 91'09'52" 3! SIP = SET 1 /2 INCH REBAR W/ 1091 CAP
CHORD BEARING AND DISTANCE = N 43'47'13"W, 71.43' T-1---S, R-13-W_
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L_X 182
LITTLE ROCK BOARD OF ADJUSTMENT
APPROVED, SUBJECT TO THE CONDITIONS
AS NOTEDIN IN `THE BOARD OF A JUS ENT
MINUTE REC VAi.= � >3BY:ra-r. ----
DATE: _ zti IL/
0
2
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6.19
ACRES
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ISHOP
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DELTA ANGLE = 9 V09'52"
CHORD BEARING AND DISTANCE = N
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FLOOD ELEV. 288'
N 89' 19'38" W 4-57.82' I _
f `BRIDGE
ELEVATION CONTROL POINT
43'47' 13"W, 71.43'
ELEVATION CONTROL POINT INFORMATION:
,S p� RM 129 ELEV. 288.51 FEET
0.
TOP TOP OF CONCRETE WHEEL GUARD ON
SOUTHWEST CORNER OF SIBLEY HOLE
ROAD BRIDGE OVER NASH CREEK.
S� FEMA COMMUNITY —PANEL NUMBER
0501810092 F MAP REVISED
�O. r OCTOBER 19, 2001:
3- 3 FLOOD ELEVATION FOR SITE IS AT 287 FOOT
CONTOUR LINE:
c�
0 30 75 150
N 0'40'22" E
16.54'
�Vi r
SOUTHEAST CORNER,
SW 1/4 NW 1/4,I 1 j FIP
SECTION 3, I SIP
T-1—S, R-13—W.
LEGAL DESCRIPTION
A PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER
AND A PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER ALL IN SECTION 3, TOWNSHIP 1 SOUTH, RANGE 13 WEST,
PULASKI COUNTY, ARKANSAS, DESCRIBED AS FOLLOWS: COMMENCING
AT THE SOUTHEAST CORNER OF THE SAID SW 1/4 NW 1/4 AND
RUN THENCE NORTH 00 DEG. 40 MIN. 22 SEC. EAST, ALONG THE
EAST LINE THEREOF, 16.54 FEET TO THE NORTH LINE OF SIBLEY
HOLE ROAD; THENCE NORTH 89 DEG. 19 MIN. 38 SEC. WEST, ALONG
THE NORTH LINE OF SAID SIBLEY HOLE ROAD, 457.82 FEET; THENCE
NORTH 33 DEG. 03 MIN. 46 SEC. EAST, 11.90 FEET TO THE NEW
EXTENDED RIGHT OF WAY OF SAID SIBLEY HOLE ROAD AND BEING THE
POINT OF BEGINNING; THENCE NORTH 89 DEC. 22 MIN. 09 SEC.
WEST, ALONG THE NEW NORTH RIGHT OF WAY OF SIBLEY HOLE ROAD,
182.22 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH SAID
CURVE HAVING A RADIUS OF 50.00 FEET AN ARC LENGTH OF 79.56
FEET A DELTA ANGLE OF 91 DEG. 09 MIN. 52 SEC. AND A CHORD
BEARING AND DISTANCE OF NORTH 43 DEG. 47 MIN. 13 SEC. WEST,
71.43 FEET; THENCE NORTH 01 DEG. 47 MIN. 43 SEC. EAST, ALONG
THE NOW EAST LINE OF SAID SIBLEY HOLE ROAD, 379.86 FEET TO
THE SOUTH RIGHT OF WAY OF INTERSTATE NO. 30; THENCE NORTH
66 DEG. 04 MIN. 18 SEC. EAST, ALONG THE SOUTH LINE OF SAID
INTERSTATE NO. 30, 880.73 FEET; THENCE SOUTH 14 DEG. 11
MIN. 13 SEC. WEST, 89.72 FEET; THENCE SOUTH 54 DEG. 54 MIN.
41 SEC. WEST, 551.29 FEET; THENCE SOUTH 24 DEG. 05 MIN. 42
SEC. WEST, 542.37 FEET TO THE POINT OF BEGINNING, CONTAINING
5.50 ACRES, MORE OR LESS.
I, JOHN WILLIAMS REGISTERED
LAND SURVEYOR NO. 1091,
CERTIFY THIS PLAT TO BE A
CORRECT REPRESENTATION OF
THE PROPERTY SURVEYED BY
ME OR UNDER MY SUPERVISION.
= FOUND IRON PIN
= SET 1 /2 INCH REBAR W/ 1091 CAP
QyY penveuovnor�yv "�lt
FOUN❑� ff
COTTON �' I
PICKER
SPINDEL o
la
I�
+w
.J
i0
!N
I
I
I
L A�0
LITTLE ROCK BOARD OF ADJUSTMENT
APPROVED, SUBJECT TO THE CONDITIONS
AS NOTED IN THE BOARD OF A JUS ENT
MINUTE REC AT 30 1 a
BY:� l
DATE:go
6.19
ACRES
Rpp_� R-25
�GF = 3a�
,jH
Sad Jim � I btk
age
_x_
U X Pys�O Pam{ �P5
w I "?OR
?°
PARKING_ 70�1
F40-1
PROPOSED
SHOP
0100
C7 c�
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QZ
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wa
XI
N 89-22'09"
W 1 .�
z x�x
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30.1 4�
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cf
FLOOD ELEV. 288'
N 89' 19'38" W 457.82' _
` N.. 3I gn,fi". .= y=- SIBLEY HOLE ROAD
' 1 1 90
ELEVATION CONTROL POINT INFORMATION:
i ce 29 ELEV. 288.51 FEET
TR OPOFCONCRETE WHEEL GUARD ON
SOUTHWEST CORNER OF SIBLEY HOLE
FOAD BRIDGE OVR NASH CREEK,
EMA COMMUNITY- PANEL NUMBER
0501810092 F MAP REVISED
OCTOBER 19, 2001:
FLOOD ELEVATION FOR SITE IS AT 287 FOOT
CONTOUR LINE:
co
0_
az
W 0
0
mz
ww
0D
U) ~
m (D (7
IN
0 30 75 150
GAL DESCRIPTION
A PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER
AND A PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER ALL IN SECTION 3, TOWNSHIP 1 SOUTH, RANGE 13 WEST,
PULASKI COUNTY, ARKANSAS, DESCRIBED AS FOLLOWS: COMMENCING
AT THE SOUTHEAST CORNER OF THE SAID SW 1/4 NW 1/4 AND
RUN THENCE NORTH 00 DEG. 40 MIN. 22 SEC. EAST, ALONG THE
EAST LINE THEREOF, 16.54 FEET TO THE NORTH LINE OF SIBLEY
HOLE ROAD; THENCE NORTH 89 DEG. 19 MIN. 38 SEC. WEST, ALONG
THE NORTH LINE OF SAID SIBLEY HOLE ROAD, 457.82 FEET; THENCE
NORTH 33 DEG. 03 MIN. 46 SEC. EAST, 11.90 FEET TO THE NEW
EXTENDED RIGHT OF WAY OF SAID SIBLEY HOLE ROAD AND BEING THE
POINT OF BEGINNING; THENCE NORTH 89 DEG. 22 MIN. 09 SEC.
WEST, ALONG THE NEW NORTH RIGHT OF WAY OF SIBLEY HOLE ROAD,
182.22 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH SAID
CURVE HAVING A RADIUS OF 50.00 FEET AN ARC LENGTH OF 79.56
FEET A DELTA ANGLE OF 91 DEG. 09 MIN. 52 SEC. AND A CHORD
BEARING AND DISTANCE OF NORTH 43 DEG. 47 MIN. 13 SEC. WEST,
71.43 FEET; THENCE NORTH 01 DEG. 47 MIN. 43 SEC. EAST, ALONG
THE NOW EAST LINE OF SAID SIBLEY HOLE ROAD, 379.86 FEET TO
THE SOUTH RIGHT OF WAY OF INTERSTATE NO. 30; THENCE NORTH
66 DEG. 04 MIN. 18 SEC. EAST, ALONG THE SOUTH LINE OF SAID
INTERSTATE NO. 30, 880.73 FEET; THENCE SOUTH 14 DEG. 11
MIN. 13 SEC. WEST, 89.72 FEET; THENCE SOUTH 54 DEG. 54 MIN.
41 SEC. WEST, 551.29 FEET; THENCE SOUTH 24 DEG. 05 MIN. 42
SEC. WEST, 542.37 FEET TO THE POINT OF BEGINNING, CONTAINING
5.50 ACRES, MORE OR LESS.
I, JOHN WILLIAMS REGISTERED
LAND SURVEYOR NO. 1091,
N 0'40'22" E CERTIFY THIS PLAT TO BE A
16.54' CORRECT REPRESENTATION OF
THE PROPERTY SURVEYED BY
ME OR UNDER MY SUPERVISION
RADIUS = 50'-- BRIDGE SOUTHEAST CORNER.
ARC LENGTH = 79.56' ELEVATION CONTROL POINT SW 1/N W 1/4, FIP = FOUND IRON PIN
DELTA ANGLE = 91'09'52" 3SIP = SET 1 /2 INCH REBAR W/ 1091 CAP
CHORD BEARING AND DISTANCE = N 43'47'13"W, 71.43' T-1-S, R-13-W.
USE AND BENEFIT:
SCOTT EQUIPMENT SALES COMPANY, INC.
PROPERTY ADDRESS: INTERSTATE NO. 30
PROFESSIONAL
LAND SURVEYOR
JOHN C. WILLIAMS
6518 MICHIGAN AVE.
BENTON, AR. 72019 DATE: 09-15-2008
(501)653-0044 REF#: SCOTT_EQUIPMENT-SAMLIGHT
STATE SURVEY #: 500 01S 13W 0 03 430 60 1091