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/ . I 3 W h /' / i' LOT B-2 5j28 10 gas main 1 = I, T
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CO F o W 36' WIDE. ACCESS RIVE, R2774.80 � Part of Section 2-N,. R-14-W, Pulaski County,
o -U � \ I .'Arkansas being orticularl described as follows: req
D�R 3 I v U CDS15,45 50 E \ ( 9�P y Sub
L i j Q L183.76 u 5tartin at"the cenfer_of said Section 36, thence SO1'02'12"W hav
{
�IC I I �, ` �i' along the Easterly line of the NE1/4, SWi/4 said Section 36,
�� 1021.60 ft- to a point on the centerline of Chenal Parkway; thence
V R 36' WIDE ACCESS DRIVE G y 9 g Southeasterly along said centerline, being the arc of a 2864.80 ft.
' r `, I 1 %� I '1 ' I i radius curve to the right, a chord bearing and distance of d
Vicinity Maa
Scale: i " = 2000'
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
imothy E. Daters, hereby certify
this plat correctly represents a
made by me, and that engineering
uirements of the Little Rock
division Rules and Regulations a e
e been compiled with.
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a of E ecutetn Timoth Daters
v �7 q S1 i 17 E, 208.28 ft. to the point of tangency o sal curve,
\ LOT B-4 , 1/2• ron Pin I I Q g y ' �, BSc., Registered Professional
I ( \ theme S80'03'43"W, 80.00'•ft. to a point on the Westerly right- ice. 9
\ 1 1,
\ � /� \ I I I ` - - way; thence S09'56'1TE along said � Engineer No. 5033, Arkansas
-2Y2;6 lr I I ^�,..\.- l /1 r ,I \ Westerylirightfof-way lie, 90.78 ft.; thence N90'00'00'W, 680.35 ft. <s
w ( 349. `, ���•, \ / ` \ 1 \ to :the point of beginning; thence northwesterly along the arc of a
I,
uy \ �y /Z a p1 39 ft. radius curve to the right, a chord bearing and distance of �� ,
\\, 0 N1 02'53"W, 316.73 ft.; thence N1T06'S9'E 161.53 ft.; thence E O y g
"tv �, I 1 �i%� N � 1n �' 11 No7,53'15"E, 74.48 ft. to a'point on the south right-of-woy line of
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Ladrdnde Drive; thence westerly along' said south right -of way line rJ p
. Z 3.4� A,C.� ,% j rI,1 being t the arc of a 447.46 ft. 'radius curve to the left, a chord bearing �� Fes` If
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I 1 1 :. � q distance 'of N85'42'17"W, 62.41 ft.; thence S10'S9'25"W, 103 63 ft.; Z Th . . p�� "E
.��yn! - thence 506S9'07'W,'-126.77 ft.; thence southeasterly along the arc of `-ode/ •�°
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.R278 80 ®� 563.39 ft. radius curve to the left, a chord bearing and distance of r'
�� S08'S931 L 321.09 ft.; thence N90'00'00'E, 44.72gft. to the point CERFICATE OF PRELIMINARY PLAT APPROVAL
CDS11'S4' 8 E /' �' - 1NN
- \ i /./ LC1' 89;;' ,%" 0 06 o beginning, containing 26,254 sq. it. or 0.6027 acres more or less. f k
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R523.39 -[li U"3 ` / I f
CDS1Q 02 53"E_
t th L'ttl R ,
LC316.73
guy wire
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LC321�69 I I,
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PP .. guy wire \. \•\ �.,\ Na � --'� __��' - . —_ -- _ �-- --- �_�_ � � \
\ � � � � �'i� �• �—�eoeaeo"n�zaeed tee_ � �
'T-\ - `, - i •// mot; / �ii / /Ji '/: n
\ \ Q� //// j✓/, / / i�///,/ \ 1
`tOo,PARKING EASEMcrNj
`•,. set 1/2' Hon pin - __- �°°
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_ 70.57, -.N88'36'00"W ie.nd 1/2• irm P a4, 2'. so.00 N9Q"90'00'E' S90100'00
\\ N� wve.fence w. m -
._ _ — 197.02
1e34 \ \.'. 680.35
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found 1/2' iron Ph \ .- <Y •, 4 -. \ ��\\ \\ \ •.: _,
6 0-
\ 00 N'180.00
56758.78 00 \ \\, �- -. _ -
Bq \ E 1174969.5,2
o nd 1 2 1 n n \ \ \�
0 \ 1/2' Iron.p6 :-- ° / P .'PARKING EASEMENT � 7 :\\
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\ 4) oP \ N 1W0 STORY BRICK BUILDING
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-� \ LOT A
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� PLAT BK. F, PG. 937
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5' \ E 1174962.28 � \\
C - -t/2-� pin \ �\
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STORMWATER
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� DETENTION POND \ 10.
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\ `-•� \ 1/2' Iron
\ \ 1 \ N 15611
E 1175:
— 143.96'
w All requiremen s o e i e oc
j 001 0 j Subdivision Rules and Regulations
relative to the preparation and
submittal of a preliminary plat having
been fulfilled, approval of this plat
is hereby granted, subject to further
AREA "TO BE GRADED provision of said Rules and Regulations
This certificate shall expire.
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a 11___'\', i , PARKING EASEMENT f
/ \ 1 Part of Section 36, / 7-24N, R-14-W, Pulaski County,
m �� A 1� II Arkansas being more porticularly described as follows:
/ 1/2- fO p} Starting at the center of said Section 36, thence S01'02'12"W
I ' 'I along -the Easterly line of the NE114, SWi/4 said Section 36,
1021.60 ft. to a'', point ore, the centerline of Chenal Parkway; thence
a ` Southeasterly along said centerline, being the arc of a 2864.80 ft.
" D I radius curve to''. the right, having a chord bearing and distance of
1 0 1 S12'01'17"E ',208.28 ft. to the point of tangency of said curve;
0 • thence S80'0343:W, 8Q00 ft. to a point on the Westerly right-
of-way line of, Ghana), Parkway; thence S09'56'17"E along said
F
�;•Py ! ', � Westerly right}-'ofrwayil;ne, 90.78 ft.; thence N90'00'00"'W, 368.35 ft.
day J \ 1 to the point �f beginning; thence S00'00'00"W, 70.00 ft.; thence
< N90'00'00"W, )24000 ft.' Ahence N00'00'00"E 55.00 ft.; thence
N80 03 4� € N90-00.00"W 'gg0.00 ft ; thence N00'00'00"E, 15.00 ft ; thence
o- I 20;001 N90"00 00"Ei 320.b0 fte tq the point of beginning, containing
1/2• Ron pin 18 000 sq. ftS or 0,4132 ;'acres more or less.
/2, Iron pin I Yr 1 I
,
Date or Execution
General Notes
Planning Administrator
60 0 60
Scale I" = 60 ft
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, Paul M. White, hereby certify that
this plat correctly represents a bound-
ary survey made of verified by me that all
surveying requirments of the State of
Arkansas and City of Little Rock Sub-
division Rules and Regulations have been
compiled with and a copy of said
boundary has been duly filed for record
in offices of the State Surveryor and
the Pulaski County Circuit Clerk on
20—, in Plat Book _Page
:1
Date of Execution Paul M. White, Registered Land
" Surveryor No. 1281, Arkansas
AK K,,\JXS
NO 1281 e
SILNAIUN
L Li OWNER OR DEVELOPER
Date of Execution Name
Address
Source of Tile D.R Page
Instrument. No. _
1. Owner & Developer:
5.
Applicable
existing covenants: Yes
Deltic Timber Corporation
6.
Source of
Water Supply: CAW
#7 Chenal Club Circle
7.
Source of
Wasterwater Disposal: LRWU
Little Rock, AR 72223
Source of Title: BOOK 621, PAGE 233
8•
Variances:
None
2. Linear feet of new Internal Streets: 5501-f
9•
Floodway
/ Floodplain: N/A
3. Average Size of Lot: 2.48 AC (excluding Lot
A) 10.
Municipal
Boundaries: Inside Corporate City Limits
4. Number of Lots: 4 Lots + Lot A
50
�/� - `� �. \\ �\ I \ I • 01 • I \{ ; l / BARKING EASEMENT # 2
W \ r1 - ski Count
P rt of Section 36, 7-2-N, R-14 W, Pula y,
A�kansas being more particularly described as follows:
Starting at the center of said Section 36, thence S01'02'12"W
along the Easterly line of the NE1/4, SW114 said Section 36,
}'.,¢, : ,.),: 1027.60 ft. to a point on the centerline of Chenal Parkway; thence
- ' U � 864.80 ft.
1 ', 1 Southeasterly along said centerline, being the arc of a 2
1. Z 'I radius curve to the right, having a chord bearing and distance of
S12-01.17"E, 208.28 ft. to the point of tangency of said curve;
thence S80'03 43'W, 80.00 ft. to a point on the Westerly right-
` of -way line of Chenal Parkway; thence S09'56'17"E along said
Westerly right-of-way line, 90.78 ft.; thence N90'00'00"W, 368.35 ft.
! to, the point of beginning; thence N00'00'00"E 70.00 ft.; thence
N90'0000"W, 240.00 ft.; thence S00'00'00"E 55.00 ft.; thence
N90'00'00-W, 80.00 ft.; thence S00'00'00"E 15.00 ft.; thence
N O'00`00 320.00 ft. to the point of beginning, containing
1 E 000 sq. ft. or 0.4132 acres more or less.
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'—' 10' Utility Easement N 156187.41 " \
E 1175831.35
1NEST 570.74' 116.55''' 1/2- ;Ton pin
LEGAL DESCRIPTION
LOT A & B, TRACT 13 CHENAL VALLEY
Public Works Notes:
1. NPDES and grading permits are required prior to construction.
2. Stormwater detention ordinance applies to this property.
3. Plans of all work in right-of-way shall be submitted for
approval prior to start of work.
4. Provide striping and signage plans as per ordinance for
Traffic Engineering approval.
5. Prior to construction obtain barricade permit for work done
within right-of-way.
6. Easements are for utilities and drainage where needed.
7. A grading permit per secs. 29-186(c) and (d) will be required
with a building permit.
REVISED PRELIMINARY PLAT & POD
Lots B-1, B-2, B-3 & B-4
Tract 13
CHENAL VALLEY
An Addition to the City of Little Rock
January 9, 2006
Revised January 20, 2006
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