HomeMy WebLinkAboutS-1073 Map 3/
' S8r58.1CrE DA 100 Acres
7322. '
I // /' 585.01' I
Double 10' x 5' Box Culvert
- CENTER OF
\ r SECTION 36 ' �/ _ Excavate Lake to a
T-2-N, R 14-W // Box Culvert NE CORNER
W1/2, SEf/4 f"
SECTION 36
a -
I 1343.21' All
\ e2LOT 9
�
\ ` her Line (typOpti•)c
gg ,
\ / /
\ G0G0N30'44'3EW
LC42.06'
m-
' � 1
\ \ \ Future Conetr lion //P' 3
LOT
\ /
b \
o M
CONST 5' // / z• /
ROW ON CHE
PARKWAY // 4 O!�'
co
/
I
� \1 Il
I
EXI5IING I N
CURB LINE
3
Phase Line
`I meMedan Cut \\
Be Closed
� At a .Future Date
Cornrnenseng at a CENTER SECT.36, T-2-N, R-14-W, ^ \�'\ \ \ ❑
PULASKI COUNTY, ARKANSAS: \` R2944.79' a
Thence South 87 Degrees 59 Minutes 01 Seconds East, CDN21.51I13"W
along the north line of the NW1/4, SE1/4, said Section 36, l 1 LC819.68' Y
a distance op 1343.21 feet
to a FIP PINCH --PIPE and the true POINT OF BEGINNING,
Thence South O1 Degrees 34 Minutes 34 Seconds hest,
along the east line of the W1/2, SE1/4, said Sec. 36,
a distance of 1840.24 feet to a FIP PINCH -PIPE;
Thence North 87 Degrees 17 Minutes 20 Seconds West,
a distance of 547.53 feet to a FIP;
Thence South 12 Degrees 36 Minutes 08 Seconds West, 1 I \
a distance of 158.44 feet to a FIP; N7gas.4KE__ 253_it'
Thence South 86 Degrees 58 Minutes 24 Seconds West,
a distance of 47.86 feet to a FIP; Zp.� Limits Of �\ __
Thence South O1 Degrees f6 Minutes 02 Seconds West, , `I Detailed Study
a distance of 154.93 feet to a FIP; invite of
Thence North 87 Degrees 31 Minutes 22 Seconds West, � � _ _—
_ hose 1 Construction
a distance of 417.38 feet to a point ------
on the east right-of-way line of Chenal Parkway; 1 924.79
N----
Thence North 09 Degrees 56 Minute- 17 Seconds West , DNi 1•S➢2q'W
along said east right-of-way .-a", 1211 -1 - -
a distance of 948.87 feet to a point; ` - 4 'ye"✓
Thence North 80 Degrees 03 Minutes 43 Seconds East ` o
and continuing along said east right-of-way line;
a distance of 10.00 feet to a point;
Thence North 09 Degrees 57 Minutes 08 Seconds West
and continuing along said east right-of-way line, f Q
a distance of 4.00 feet to a point; 03 3E
Thence around a tune to the left to 1
and continuing along said east right-of-way line,
through a central angle of 19 Degrees 55 Minutes 27 Seconds
an arc distance of 1017.07 feei,a radius of 2924.79 feet and 1 I Limits Of Zone AE
a chord bearing of North 18 Degrees 46 Minutes 49 Seconds West ' 11 PROPOSED ADDITIONAL 100 Year FIoodway
T 0 T
with a distance of 7015.60 feet to a point; 12'2' LANELANEL As Per Firm Community Panel w�
Thence North 60 Degrees 08 Minutes 47 Seconds East, No, 050181 0005E ' f J
and continuing along said east right-of-way line,
a distance of 20.00 feet to a point. 1Dated Nov. 3, 1993 Y
Thence around a curve to the left I 1 CONSTRUCT 5'
and continuing along said east right-of-way lint, SIDEWALK ALONG L 0 T 4
through a central angle o 01 De read 46 Minutes 47 Seconds Raw ON CHENAL
•tag rig f g ' PARKWAY
an arc distance of 92.09 feet,a radius of 2964.79 feet and 1 COf1StrUCt 1,2 ,
a chord bearing of North 30 Degrees 44 Minutes 36 Seconds West ', ` w 36' Wide Pavement
with a distance of 92.08 feet to a point;
Thence North 31 Degrees 38 Minutes 39 Seconds West, I 1 'o 18'
a distance of 161.04 feet to a point; mh w
Thence South 58 Degrees 21 Minutes 21 Seconds West, o
and continuing along said east right-of-way line, ' z
a distance of 10.00 feet to a point; '1 I'
Thence North 31 Degrees 38 Minutes 39 Seconds West,
and continuing along said east right-of-way line,
a distance of 80.46 feet to a point;
Thence North 66 Degrees 34 Minutes 21 Seconds East,
a distance of 467.85 feet to a point; 1
Thence South 87 Degrees 58 Minutes 10 Seconds East,
a distance of 1322.99 feet to a point ,
on the east line of the W1/2, NE1/4, said Sec. 36; 1 1 10' ADDITIONAL
Thence South Degrees 12 Minutes 25 Seconds West, IRIGHT-OF-WAY
along said east
lino, a distance of 222.82 feet mh � I
to the POINT OF BEGINNING;
Containing 2953443.09 square feet or 67.80 acres, rrwre or less. -
1 1
1 1 1
1 I
1
1 1
1
I
This Project 11
5 ,
0
-13 1 1
1 1
f ' 4
O
Kanis Rood y e
Q ' N
Q) 11
o '
0
Q. ' saasa'2s
47.8
1
1 11
3
Vicinity Mar),'I a
1 1
1
.Scale: 1" = 2000' '� � f
I rer3r27w
417.39'
I
CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
! e.
I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL
PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO
SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY
ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
SURVEYING REQUIREMENTS OF THE NORTH LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT.
ROCK SUBDIVISION RULES AND REGULATIONS TINY KIRK - HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION
DATE OF EXECUTION JOE D. WHITE D.R. PAGE
REGISTERED LAND SURVEYOR ADDRESS
NO. 534, ARKANSAS
INSTRUMENT N0.
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF PRELIMINARY APPROVAL
I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE NORTH LITTLE ROCK SUBDIVISION
THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE - -
PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN - -
ENGINEERING REQUIREMENTS OF THE NORTH LITTLE COMPLETED, THIS DOCUMENT IS HEREBY
ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY #
HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS. _
a
DATE OF EXECUTION TIMOTHY E. DATERS -`
REGISTERED PROFESSIONAL DATE OF EXECUTION NORTH LITTLE ROCK PLANNING -; - •-��
ENGINEER NO. 5033, ARKANSAS COMMISSION y, t
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER ,FILED FOR
RECORD , 19 IN PLAT BOOK_ .
PAGE _.
4' sidewalk
0
Nar17'20'w
�
847.83'
100 0 100 300
1
„ r1
Sccie =ft
i^iC11p,it.sQ�t
PRELIMINARY PLAT4 g
RKA NSA S is YSl TEMS OFFICE PARK
PART OF' r,'J%'CTION 36, T— 2 —N, R 14 - W
L TILE ROCK, PULASKI COUNTY; ARKANSAS
W ICllll II iPi-,DA Ll 1 RS & ABSOlLH Ll liOg ll! V 1Lo
fi1CIVII FNGINLERING, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201