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SECTION 19
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NW CORNER`''
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SECTION 19,
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T-2-N,R-13 W,
LR, PUL. CO., AR
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CuOFFICE1" 7620 SF
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THIS PROJECT
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GRAPHIC SCALE I'l
0 40 80
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD -83
1
PAGIS MONUMENT 2063
F. BRASS CAP IN
CONCRETE
S00 °00' 00"W
518.31'
3 _� ff S90 °00'00"W
- ED 876 • ��� 1412.48'
_ N69034'59 3p0" DfCEL — _
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EWALK
— __ 5' SIDEWALK
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_—ROAD N78042'39"W
ACREAGE PER 40 — 101.60' N89054'47"W_ _
113.56'
- - _
NE 1/4, NW 1/4, SECTION 19 7.937 ACRES ---..------_- - _ -- ---
937 ACRES
TOTAL 7.
NO PORTIONS OF THIS PROPERTY ARE INCLUDEDIIIN THE
100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE LOODWAY,
FLOOD BOUNDARY AND FLOOD INSURANCE WORK MA FOR
LITTLE ROCK, ARKANSAS.
(FIRM COMMUNITY PANEL #050181 0037 F, DATED 10/19/2001.)
SURVEY CODE: 500 -02N -12W-0-07-220-130-0083
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GENERAL ]LAYOUT
OF
CREILIL
FALLS
ADDHTH®N
LITTLE ROC& ]FU LLASM COUNTY . ARKANSAS
AUGUST 11, 2008
SAL DELSCRV nON 1�s V �
Land lying in the Northeast Quarter of the Northwest Quarter L.
of Section 19, Township 2 North, Range 13 West, Little Rock, Q
Pulaski County, Arkansas, more particularly described as A
follows:
PARKING - - p�R V
Commencing at the found 5/8 inch rebar at the Northwest �� O
�uf1 Corner of the said Northeast Quarter of the Northwest LL
AT REQ�M PROPOSED
IQuarter, Section 19; thence along the North line of the said L ® w
1 28 30 Northeast Quarter South 87 degrees 50 minutes 52 seconds Q�
East for 253.88 feet to a found 1/2 inch pipe being the L. V
2 73 75 point of beginning; thence South 89 degrees 34 minutes 31
3 66 86 seconds East for 280.50 feet to a found i inch rebar; thence 1R DZ L
South 88 degrees 46 minutes 07 seconds East for 297.73 feet eV Q
4 104 109 to a found 5/8 rebar; thence leaving the said North line U
South 01 degrees 18 minutes 36 seconds West for 304.26 feet .�.�
to a found 3/8 rebar; thence South 01 degrees 33 minutes 00 .�.�
seconds West for 345.11 feet to a found nail which is also a J
point on the North Right -of -Way of Arkansas Highway 10
(Cantrell Road); thence continuing along said Right -of -Way
North 89 degrees 54 minutes 47 seconds West for 113.56 feet
to a found nail; thence North 78 degrees 42 minutes 39
seconds West for 101.60 feet to a found 5/8 inch rebar;
thence North 69 degrees 34 minutes 59 seconds West for 87.61
feet to a foundl/2 inch rebar; thence North 68 degrees 56
minutes 19 seconds West for 300.53 feet to a found 1/2 inch +'
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rebar; thence leaving said Right -of -Way North 01 degrees 35
minutes 33 seconds East for 499.17 feet to the point of
beginning containing 7.9371 acres more or less. rn
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NOTES:
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i. ALL DUMPSTERS TO BE SCREENED H
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WITH MATERIAL THAT IS CONSISTENT WITH BUILDING DESIGN. >
2. MAXIMUM BUILDING HEIGHT IS 35 FEE L
3. USES TO BE LIMITED TO THOSE PREVIOUSLY APPROVED
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GIS T ER
ED :, ,/CFRT]RCAT'E OF SURVEYING ACCURACY
Sf8 ': [ I. Robert D. Holloway, hereby certify that this plat correctly 00
—t) represents a boundary survey made by me and boundary markers shown O
V hereon actually exist and their locations, type and material are correctly = o N
> = shown. „
-O3�i- a Z
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TI�N' AQ Date of Execution ROBERT D. HOLLOWAY 3 L
AL L t„ REGISTERED LAND SURVEYOR10
NO. 83, ARKANSAS U D to
of®gt T
A R ANS � CBRTIFiCAT'E OF PIi'ELII��TARi' SNC3IIJEERIIdd ACCURACY
I. Robert D. Holloway hereby certify that this plat correctly
E61 E D represents a plan made by me and that the engineering requirements of the
P North Little Rock Subdivision Rules and Regulations have
complied with. r I
1 1`d ER e.(�C �.'
�O No. ?3�5Fq�l �` —
V
Date of Execution ROBERT D. HOLLOWAY
' 1=�°� REGISTERED PROFESSIONAL
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ENGINEER NO. 2335, ARKANSAS