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Triple Pip Culvert
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WATER SURFACE -
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CURB LINE Q cd _
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20' f
e0 `b hose line
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edia� Cut
LEGAL DESCRIPTION — ENTIRE PARCEL I At.-s,� ad
Con:rnenc{itg at a CENTER 5ECr36, T-2-N, R-14-W, \ t \, �"�� \ � �1 ❑ \ 40��
PULASKI COUNTS: ARKANSAS: R2944.79'
Thence South 87 Degrees 59 Minutes Of Seconds East, C CDN21'51'13''W rJ ♦ �/ \
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along the north line of the NW1/4, SE1/4, said Section 36. \ 1� LC819.68' 1 I `"��` �,��U-w �' \ .ilY�{�SFIr
distance of f feet t
to a TIP PINCH -PIPE and the true POINT OF BEC/NN/NG, ` � � �_ .—._ �� 4•
Thence South 01 Degrees 34 Minutes 34 Seconds West,
along the east line of the W1/2, SE1/4, said Sec. 36.
a distance of 1840.24 feet to a FIP PINCH -PIPE; 1 j1 �i `vim
Thence North 87 Degrees 17 Minutes 20 Seconds Nest, 1 u y�1
¢ distance ofh 12 Degrees
gr eet to a PIP, \ `I / o rT1Lam,
Thence South 12 De ees 36 Minutes 08 Seconds West, 1 °' 1 I rd
a distance of 158 44 feet to a PIP; i 4gE 1. g8
Thence South 86 Degrees 58 Minutes 24 Seconds West, 1 N16 `�)1 06'
a distance of 47.85 feet to a PIP,
1 zo / � Limits Of
`� �_r �
Thence South O1 Degrees 15 Minutes 02 Seconds West. 1 1 /
a distance of 154.93 feet to a FIP; ' ; ( / Detailed Study F ,.1.-- - �i+• _ -- _— - _imas of
f/ i ( �`,GC , / haze 1 Construction
Therese North 87 Degrees 31 Minutes 22 Seconds West, ,; , i y, �
o distance of 417.38 ism line
a point 1 ,1 ! �� ��,✓�� y� � I t
Thence
the east r-i09 Degrees of
es line of es 17 Parkway; V r to
� 4.79' I 1 � rrrr rr�rr� rrrr
Thence North 09 Degrees 56 Minutes 17 Seconds West r53 TIN
L� f'e. / J 324'
along said east right-of-way line, 1Le20o. r l "�fi�r3-`p' -
a distance of 948,87 feet to a point:
Thence North 80 Degrees 03 Minutes 43 Seconds East
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 l 1 ///I)) 1
and continuing along said east right-of-way line. �yNl-r'GF 1 f i 1 ' �1I-11 �� - j 1<
a distance of 4.00 feet to a point; ,_1�, 1 o31!SE t N o
Thence around a curve to the left Y _ 1 I0'kaWu 4 (V
and continuing along said east right-of-way line,
e of 19 Degrees 55 Minutes 27 Seconds 1 i 1
through ¢central angle
an arc distance 4f 1017.07 feska radius of 2924.79 feet and Limits Of Zone AE
:./
un a dus+ tace of ib t.616fait to a
Thsnce North 60 Dt ess 09 MjnWes 47 Seconds' Salt_ 1 r 1
gr ' m n. No. 050181 0005E f �I
and eonttnui -a! said east right-o -wa line, 1 -
1e9 along in ! y 1 Dated Nov. 3, 1993
a distance of 20,00 feet to a point; '� 1 C STRUCT 5' - 1
Thence around a curve to the left i
and continuing along said east right-of-way line. 1 K, ALONGL
through a central tingle o 01 Degrees 46 Minutes 47 Seconds `t 1 ON CHEwL �• '
1 1 j AR AY I'
an ar distance of 2.09 of Of
radius of 2964.79 feet and 111 /
a chord bears o North 30 Degrees 44 Minutes 36 Seconds West ', ' 1 ,� L 0 T 5 1 36' Wide 1 ve
with a distance of 92.08 feet to a point: ` 1 1 lu' ;' (U / !. I 1 36' Wide Pavement
Thence North 31 Degrees 38 Ninutes 39 Seconds West. 1 1 �m (` / -' ! 1
a distance of 161 04 feet to a point; L. 1 h
nc
Thee South 58 Degrees 21 Minutes 21 Seconds West. 1 1 V}
PUMT
and continuing along said east right-of-way (tiro,
5F\ /
a distance of 10.00 feet to a point, ti�
Thence North 31 Degrees 38 Minutes 39 Seconds West, M 1 4' II '
and continuing along said east right-of-way line. ' VQ� - -4' SideWaik - 1
a distance of 80 46 feet to a point; ? '
Thence North 66 Degrees 34 Minutes 21 Seconds4' CONC WALK
East. 4$ vr" � � � -
a distance of 467.85 feet to a point; I u
;
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� �1b' ARDtTIONA 60' RAW j
Thence South O1 De ees 12 Minutes 25 Seconds West, , RIGHT-OF-WAY
along said east line, a distance of 222.82 feet
tTltt 1 � + '�
to the POINT OF BEGINNING;
Containing 2953443- 09 square feet or 67.80 acres, more or less.
,AIn
This Project 1 ' (�KiV6Vt' ,
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11 LOT 6 ,% .__ r __._ N8rt7.2aWbz r� 1
r r 1 r`r �� ' r
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Vicinity Mop REG�i�r,Fn
Seale: 1' = 2000' lo C y L '� ii l :1 E /
aROPos' 1 1.c���: �' I ( JUNi tc✓ , I ^ c�
"Eo PA is BEN � 1
e'
No 15J313
"rrrr ' f AREA OF REVISION 29..7 ACRES
r.O-Y - - - � - - ---- — - - -- -- ! ILU I `J 4 I H K U ZS
CERTIFICATE OF SURVEYING ACCURACY , c- ^"""f (MARCH 18, 1996, rev 4/15/96 N10ET1 CNENAL PARKWAY 12' FOR TURN LANF _v III
¢,»T
i, JOE D WHITE, HEREBY CERTIFY THAT THIS CERTIFICATE OF OWNER
PLAT CORRECTLY REPRESENTS A BOUNDARY �s 1'00 0 - 100 _ 300
SURVEY MADE OR VERIFIED BY ME, ALL WE. THE UNDERSIGNED, OWNERS OF THE REAL v
MONUMENtS REQUIRED ACTUALLY EXIST AND ESTATE, SHOWN AND DESCRIBED HEREIN, DO
ARE CORRECTLY SHOWN HEREON AND THAT ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, ''}} +
SURVEYING REQUIREMENTS OF THE LITTLE PLATTED. AND SUBDIVIDED, AND DO HEREBY C i� I e /e — j I O V l
ROCK SUBDIVISION RULES AND REGULATIONS LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
HAVE BEEN COMPLIED WITH. THIS SURVEY HAS BEEN .ESTATE IN ACCORD WITH TITS PL T. PROPOSED PHASING PLAN -
FILLED FOR RECORD WITH THE OFFICES OF THE - pp�
STATE SURVEYOR & CIRCUIT CLERK WITHIN THE LAST L"NAL TE NOLOGY CENTER � LOTS 1 &2 PHASE 1-
SUENYEARc . '� � � .. - 4-16-95 CONTACT: HANK KELLY
- LOTS 6-<; PHASE 2REVISED PRELIMINARY PLAT
/Z' J DArE of ExEcur.oN 425 W CAPITOLLOTS 3,4,5 `t-!I PHASE 3
EMU ROCK. AR 72204 LOTS
p� ) /
DATE OF EXECUTION .LOE D. WHITE D.R• __ PAGE ---- I LOT tiJ `'1` / !
REGISTERED LAND SURVEYOR ADDRESS DEVELOPER .
NO. 534, ARKANSAS
INSTRUMENT NO 95_�53121 _ CAL TECHNOLOGY CENTER
-- -- CONTACT: HANK KELLY
425 W. CAPITOL
CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF PRELIMINARY APPROVAL
LITTLE ROCK, AR 72201
ARKANSAS
MS
SYSTEMS TE'
OFFICE �
PARE
THIS PROPERTRT Y IS
ZONED 0-2
I. TntOTHv E. DaTEkS, HEREBY CERTIFY
PURSUANT TO THE LITTLE ROCK SUBDIVISION
THAT THIS PI AT CORRECTLY REPRESENTS A
RULES AND REGULATIONS, AND ALL OF THE
c,
SEWAGE DISPOSAL
— LITTLE ROCK WASTEWATER
PLAN MACE BY ME, AND THAT THE
CONDITIONS OF APPROVAL HAVING BEEN
~
S
PART OF SECTION
35 T ---r2
T
— A P --
9 4 — W
ENGINEERING REQUIREMENTS OF THE LITTLE
COMPLETED, THIS DOCUMENT IS HEREBY
WATER SUPPLY —
LITTLE ROCK WATERWORKS
�-
4
RIDULWS AND REGULATIONS
ACCEPTED. THIS IS
2900 LINEAP FEET
OF NEW STREET
HAVE BE.ENII OMPLSION
EXECUTED UNDERCEHEFICATE
UTHOR17YEREOFSAID
RULES AND REGULA,;JONS.
AVERAGE LOT SIZE
- 8.4 ACRES
LITTLE ROCK,
PULASKI COUNTY
ARKANSAS
4e_z;;- _
DATE OF EXECUTION TIMOTHY E. DATERS---- -
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
VV1A11! l[ lt'e�llb't`Sl ll /.�lltliY � 1'SIA'YAI'tUnLJl/YL 11 lCnYy 111 `y! V
CIVIL ENGINEERING, LAND PLANNING & (.%E ✓E.LC PME .,, `. DRVFI TLE ROOK PLANNING
401 VICTORY STREET LITTLE: ROCK, tRKANSAi /1.' fs}MMI SION APPROVED
[3Y: 2
DATE: