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Plat Bk. F, Pg. 103
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Lot 2, Morris Commercial
Plat Book E, Page 551
Lot 1 RR:
12.862 Acres +/-
560,255 Square Feet +/-
CPS
W 42" RAW Water Line
W W W lV
(Unplatted)
NE Corner, Section 5,
T-1-N, R-13-W,
Pulaski County, Arkansas
Per Plat Book F, Page 101
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50' Easement location W ^ W ---- W W
(Per field location of 42" line) w O
(Bk. 242, Pg. 348) o h
IN _ W W
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_ N 90'00'00" W o'N� 2 —
65.91' --,o26
100.00'
(- 5 �920'25" W exec aPS z'-� CPS Lot 3:
10 °y � 1.182 Acres -
S �yy 51,480 Square Feet+/-
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10' Easement
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89'23112' W 145.78'
01 A
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25' Building Line -
/2" Rebar 120.64'
N 88'21'48' W
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> PfGR en9t� West Markham St.
i Right of Way - Varies
Centerline
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208.30'
LEGEND
PROPERTY UNE
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- CENTERLINE
(p)
PER PLAT BK. F, RGE 101
OR r'
SHOWN FOR DIREMON ONLY
(UNE CONTINUES)
0
CALCULATED POINT
SET 1/2" REBAR w'CAP (UNLESS NOTED)
0
FND 1/2' REBAR VCAP (UNLESS NOTED)
CPS
COTTON PICKER SPNDLE
NI Symbols May Not Appear On )rowing. Use As Applicable.
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E = 1188729.4
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Lot 1, T.H.J.R. Addition
Plat Book E, Page 942
GENERAL NOTES:
1. THE PROJECT BEARINGS ARE BASED ON THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAG.I.S.).
2. THIS PROPERTY IS WITHIN THE CITY OMITS OF LITTLE ROCK, ARKANSAS.
3. EASEMENT WIDTHS ARE AS SHOWN AND MAY BE USED FOR DRAINAGE AND/OR UIUTIES EXCEPT AS MAY BE
NOTED.
4. DISTANCES SHOWN ON CURVES ARE CHORD DISTANCES.
5. LINEAR ERROR OF CLOSURE EXCEEDS 1:10,000.
6. BUILDING SETBACKS ARE AS SHOWN.
rFLOOD STATEMENT:
BY GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO.
0501810043 F. DATED OCTOBER 19, 2001. INDICATES THAT A PORTION OF THE PROPERTY
SHOWN ON SURVEY LIES WITHIN:
ZONE 6E (BASE FLOOD ELEVATION DETERMINED) A SPECIAL FLOOD HAZARD AREA (SFHAs)
SUBJECT TO INUNDATION BY THE 100-YEAR FLOOD, AND
ZONE X (OTHER AREAS) AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN,
LINE TABLE:
LINE
BEARING
DISTANCE
Lt
N
00'28'42"
E
30.00'
L2
N
74747'03"
W
41.02'
L3
N
27 47' 15"
W
29.74'
L4
N
63'02'55"
E
50.71'
L5
N
80'12'40"
E
38.16'
L6
S
63'02'53"
E
19.60'
L7
N
26'57'07
E
18.00'
L8
S
62'38'42"
E
45.00'
L9
S
41'42'31"
E
31.85'
L10
S
14'27'18"
W
26.17'
o W W 50' Waterline Easement
o (Bk. 1416, Pg. 125)
v1
Southwest Comer
NW1/4 ection 4a N
„`nl NW1/4 S, .a d
T-1-N, R-13-W, hz
N Per Plat Book E, Page 942
Lot 2, T.H.J.R. Addition
Plat Book E, Page 942
N = 153495.58
F = 1188716.47
V 82024'12- W
14.66'
8 E
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50 0 50 100 300
Scale 1 " = 50'
OWNER:
CHICK-fil-A, INC.
5200 BUFFINGTON ROAD
ATLANTA, GA 30349
407-765-8028
Project
Loca tion
W M-kI.. St
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VICINITY MAP - 1 141
=1,000'
rLot iRR and Lot 3. Morris Commercial Addition Description:
A tract of land situated in Section 5, Township 1 North, Range 13 West, Pulaski County,
Arkansas being more particularly described as follows:
'�. Commencing from the Northeast Corner of said Section 5, run thence South 01 degree 10
minutes 28 seconds West, along the east line of said Section 5, 752.96 feet to the point
of beginning; thence South 01 degree 10 minutes 28 seconds West, along said east line,
634.25 feet to a set 1/2 inch rebar with cap on the North Right of Way line of West
Markham Street, thence along said Right of Way line the following courses: North 82
degrees 24 minutes 12 seconds West, 14.66 feet to a set 1/2 inch rebar with cap; North
88 degrees 21 minutes 48 seconds West, 208.30 feet to a found 1/2 inch rebar, South
89 degrees 23 minutes 12 seconds West, 145.78 feet to a found 1/2 inch rebar; South
68 degrees 58 minutes 26 seconds West, 70.29 feet to a set 1/2 inch rebar with cap;
thence along a curve to the left, having a radius of 615.96 feet, an arc length of 71.78
feet and a chord bearing and distance of South 73 degrees 09 minutes 28 seconds West,
71.74 feet to a set 1/2" rebar with cap; thence North 08 degrees 35 minutes 17 seconds
West, leaving said right of way line, 58.61 feet to a found 1/2 inch rebar with cap;
thence North 60 degrees 15 minutes 52 seconds West, 233.35 feet to a found 1/2 inch
rebar with cop; thence South 29 degrees 50 minutes 25 seconds West, 282,87 feet to a
set 1/2 inch rebar with cap on the North Right of Way line of Chenal Parkway; thence
North 55 degrees 55 minutes 46 seconds West, along said right of way line, 63.17 feet to
a set 1/2 inch rebar with cap; thence North 29 degrees 55 minutes 52 seconds East,
leaving said right of way line, 103.17 feet to a found 1/2 inch rebar with cap; thence
South 60 degrees 07 minutes 36 seconds East, 8.46 feet to a found 1/2 inch rebar with
cap; thence North 31 degrees 55 minutes 08 seconds East, 106.07 feet to a set 1/2 inch
rebar; thence North 29 degrees 36 minutes 31 seconds East, 77.64 feet to a found mag
nail; thence along ❑ curve to the left, having a radius of 120.78 feet , an arc length of
64.80 feet and a chord bearing and distance of North 14 degrees 11 minutes 28 seconds
East, 61.80 feet to a found mug nail; thence North 01 degree 10 minutes 42 seconds
West, 246.59 feet to a set cotton picker spindle (CPS); thence North 01 degree 17
minutes 52 seconds West, 140.22 feet to a set CPS; thence along a curve to the right,
having a radius of 107.07 feet, an arc length of 47.33 feet and a chord bearing and
distance of North 14 degrees 25 minutes 23 seconds East, 46.77 feet to a set CPS;
thence North 27 degrees 05 minutes 11 seconds East, 237.20 feet to a found 1/2 inch
rebar with cap; thence North 02 degrees 51 minutes 50 seconds East, 105.16 feet to a
found 1/2 inch rebar with cap; thence South 87 degrees 24 minutes 48 seconds East,
101.10 feet to a set 1/2 inch rebar with cap; thence South 57 degrees 48 minutes 46
seconds East, 631.19 feet back to the point of beginning, said tract containing 611.735
square feet or 14.044 acres more or less.
PLAT CERTIFICATIONS:
CERTIFICATE OF RECORDING: THIS DOCUMENT, NUMBER FILED FOR
RECORD _ 20__, IN PLAT BOOK , PAGE
SIGNED
(NAME)CLERK
SOURCE OF TITLE
CERTIFICATE OF SURVEYING ACCURACY:
1, PAXTON R. SINGLETON, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED
BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HERON AND THAT ALL SURVEYING
REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION PAXTON R. SINGLETON REGISTERED PROFESSIONAL LAND SURVEYOR NO. AR1402
OWNER'S CERTIFICATION:
I (WE), THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT I (WE)
HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN
ACCORDANCE WITH THIS PLAT.
DATE OF EXECUTION (Signature)
HOME DEPOT USA, INC.
P.O. BOX 105842
ATLANTA, GA 30348-5842
SOURCE OF TITLE: WARRANTY DEED #96-14549,
(Print)
(Title)
DATE OF EXECUTION (Signature) (Print) (Title)
CHICK-fil-A, INC.,
5200 BUFFINGTON ROAD
ATLANTA, GA 30349
SOURCE OF TITLE: WARRANTY DEED #96-14549.
CERTIFICATE OF FINAL APPROVAL:
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING
BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF
SUCH RULES AND REGULATIONS.
DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION
FOR BILL OF ASSURANCE - DEED BOOK AT PAGE
LIT -ILL PLANNING COMMISSION
APPROVED SUBJECT'O THE C%" dH{ Note: Added Proposed Cross Access Easement - 7/28/10 - CH/PRS
AS NOTED I1J THE PLANNINC
MINUTE QC DATED
BY:
DATE: f it
OWNER: SURVEYOR:
HOME DEPOT U.S.A., INC. GLOBAL SURVEYING CONSULTANTS, INC.
P.O. BOX 105842 217 WEST 2ND STREET, SUITE 200
ATLANTA, GA 30348-5842 LITTLE ROCK, ARKANSAS 72201
501-455-4984
ENGINEER: PBS & J PREPARED FOR:
1600 RIVEREDGE PARKWAY, NW, SUITE 600 CHICK-fiI-A INC.
ATLANTA, GA 30328 5200 BUFFNGTON ROAD
770-933-0280 ATLANTA, GA 30349
407-765-8028
z- 10
Preliminary Plat:
Lot IRR and
Lot 3, Morris Commercial Addition to the City of
Little Rock, Pulaski County, Arkansas
Being a Replat
of Lot IR, being a replat of part of Lot 1, Morris Commercial
Addition to the City of Little Rock, Arkansas
SCALE: 1" = so
Survey For: Chick-fil-A, Inc. and
Home Depot USA, If1C.
DRAWN BY: PAXTON R. SINGLETON
DATE: 7/6/10
PART
OF SECTION 5, TOWNSHIP I NORTH, RANGE 13 WEST
GLOBAL SURVEYING CONSULTANTS, INC. - PROJECT NO. 09-1031.01