HomeMy WebLinkAboutZ-6051-B Map 8r
,
DA = 200 ACT
- 585.01 -
Triple Pip Culvert
I �
v CENTER Of
\ CTIbN 38 /// Ex ovate Lake to
T - -W
�,y ! Cul ert NECORNE
V._ _ W1/2. /4�
\ \ 4�� - - '59'01"E - - J SE ON 36
L—
1343,21-
LOT
343.21'LOT 1 I
.c
\ \ Lin (typOpti.)
R25•yJ9' /
H'36'W / P�
L 06,
\ \
ut L0 \ Cooatr 3:
\\ fJ
C ST 5' 7 ^� J / UQ�A
\
ROW N CNE
. \ � PARK v ,
I
I I
I /
\ j I WATER SURFACE
1 ELEV. 522.7
EXISTING
CURB LINE
01 11
\ ¢i
hose Line
, M•dwn cut � � ` \
LEGAL DESCRIPTION - ENTIRE PARCEL ! To 8• Cwsed _
1 I Ati•er �•� '>�
Commencing at a CENTER SECT36, T -2-N, R -14-W,
PULASKI COUNTY ARKANSAS \ R2941.79'
Thence South 87 Degrees 59 Minutes 01 Seconds East. 1 , R2944CDNZ 'S1'73"W
along the north line of the NW1/4, SE1/4, said Section 36, \ \ r 1p
1 LC819.68' U U
a distance of !343.21 feet 1 \ � �� \ \ r � �o T" Gi.; �110Fr ,
to a FIP PINCH -PIPE and the true POINT OF BEGINNING:
Thence South 01 Degrees 34 Minutes 34 Seconds West,
along the east line of the W1/2, SE1/4, said Sec. 36, �1 �% \
a distance of 1840.24 feet to a FIP PINCH -PIPE:
Thence North 87 Degrees 17 Minutes 20 Seconds West, 1
a distance of 547 53 feet to a FIP;
Thence South 12 Degrees 36 Minutes 08 Seconds West. 1 distance h 158.44 e
Thence South 86 Degrees to a tT
58 Minutes 24 Seconds West. 1 "7605 i 1 98.
a distance of 47 85 feet to a FIP; 1 2000, ,/ ' 06
Thence South 01 Degrees /5 Minutes 02 Seconds West, I _ imit Of
a distance of 154.93 feet to a FIP; , I / De Iled udy--
Thence North 87 De ees 31 Minutes 22 Seconds West, 1
a distance of 417.38 feet to a point 1 1 ' '/ �7 ` - - - K se of Const,,,t,r
on the east right-of-way line of Chenal Parkway;"ON"/ ��_ _
Thence North 09 Degrees 56 Minutes 17 Seconds West ' 1 — 1524.79'JJ / _ _ -
n distance of 948 87-oJ-way line, ; L�537ps'w / ' I ray 1
I feet to a point: -� 30' 324'
Thence North 80 Degrees 03 Minutes 43 Seconds East ' 1 / UNE -- 1
and continuingal said east right-of-way
0rtg r'i9 I-way line; i
a distance of 1000 feet to a point;
Thence North 09 Degrees 57 Minutes 08 Seconds West GV,(�,,,y,
and continuing along said east right-of-way line, Q
a distance of 4.00 feet to a point: 7►N T'�JA I IH 1 >f�S E / 1 Q
curve Thence around a to the left f'A-V �L % >70ii `- tubo'
and continuing along said east right-of-way line, O 1 v r ' Q 10
through a central angle of 19 Degrees 55 Minutes 27 Seconds
an arc distance of 1017 07 feet,a radius of 2924 79 feet and , imi Of ne
a chord bearing of North 18 Degrees 46 Minutes 49 Seconds West I I ' ?�%"- I _1. Ye
with a distance of 1015.60 feet to a paint;
Thence North 60 Degrees 08 Minutes 47 Seconds East. AN s P Firm am it P el
and continuing along said east right-of-way line, k No. 501 000 \ I 1
a distance of 20 00 feet to a point: 1 ted v. 3, 993
Thence round a curve to the left I I ' C STIt T 5' 1
and continuing along said east right-of-way tine. `{ 1 N C
1
through a central angle of 01 Degrees 46 Minutes 47 Seconds O
1 ' 1 Y
an arc distance of 92.09 feet.a radius of 2964.79 feet and 1
a chord bearing of North 30 Degrees 44 Minutes 36 Seconds West 1 i 0 \ \ 1 1 Construct 12
i
/
with a distance of 92.08 feet to a point; , 1 a' /44
36' Wide Pavement
Thence North 31 Degrees 38 Minutes 39 Seconds West, 1
a distance of 161 04 feet to a point, 1 1/ \
h
�N I I1
Thence South 58 Degrees 21 Minutes 21 Seconds West. 11 1
and continuing along said east right-of-way line, Q' 1 \ ��TT � 6' PVMT i 1 0.
a distance of 10 00 feet to a point; 1I/
Thence North 31 Degrees 38 easutest
o Seconds West, �'; V�� I N 4' Sidewalk)
and continuing along said east right-oJ-way line, �� - � I / ? I I �
a distance of 80 46 r et to a Minutes
4 CONC WALK m 1
Thence North 66 Degrees 34 Minutes 21 Seconds East, o�4v � '
a distance of 467.85 feet to a point; 1' o� ', I t j I ;
Thence South 87 Degrees 58 Minutes 10 Seconds East,
a distance of 1322.99 feet to a potnt O�
on the east tine of the W1/2. NE1/4, said Sec. 36;TNA
1 L I 1
Thence South 01 Degrees 12 Minutes 25 Seconds West, / , ; '`R i. -OF- \ 6�, ROW 1 O
along said east line, a distance of 222.82 feet d LL ``
to the POINT OF BEGINNING. rrih
Containing 2953443-09 square feet or 67.80 acres, more or less.
1 4
1 1 i' 100 El 1 \
1
1 r may, _ 1
This Project 1 PW VG�Ws>< LJ"I C/ 0 —1 1
1_-__ __ ZI N6T17'20'W 7ja / 1
� --- Z
_ _ 5a 5s 1
Kanis Roud 1 \off
nT"I
1 I /
1 I
SYa58'2C4.
/
Vicinity Map ,,•'''"' REGISTERED
�+��� e�� /�y��' a1 c ^ 0 = r g
Scale; 1' a 2VW �%i J p N O F 7� 18 ti A L " 1 ~� �
!)ai ' 1 Lot `j I , Juhl� Its , I�-I�
A'N =� a ENGINEER I PRoo PASIS N
-i-
PR
3'��yE, (� N8T31'2YW 1
(/� • t l i `� i>dJ
No 503 `1---�..--,.�-- 417.3e' t
t,.�%�'' LOTS 4 THRU 8
CERTIFICATE OF SURVEYING ACCURACY �':.,,,Iu"' MARCH 18, 1996, rev 4/1 5/96
'WIDEN CHENWL PAMfW , 12' FOR TURN 1µE
CERTIFICATE OF OWNER
I, JOE D WHITE, HEREBY CERTIFY THAT THIS � J - -
PLAT CORRECTLY REPRESENTS A BOUNDARY33'2`�� 100 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 S c a I e 1 ” = 1 f t
ROCK SUBDIVISION RULES AND REGULATIONS LAY OFF. PLAT, AND SUBDIVIDE SAID REAL
HAVE BEEN COMPLIED WITH, THIS SURVEY HAS BEEN ESTATE IN ACCORD WITH IS PL T. „ N
FILLED FOR RECORD WITH THE OFFICES OF THE PROPOSED PHASING PLAN
STATE SURVEYOR &CIRCUIT CLERK WIT,fMJ THE LAST NAL TE OLOGY CENTER LOTS 1 &2 PHASE 1
SE N YEARS. , ;/� 4-16-9s CONTACT_ HANK KELLY_ LOTS 6 - PHASE 2 �\\ P`'
Ar46 /\�/JI
DATE of ExEcurloN 425 W. SOTS 3,4,5 moi- I I PHASE 3
LITTLE ROCK,OCK, AA R 7220 REVISED PRELIMINARY PLAT
{/ //�
DATE OF EXECUTION JOE D. WHITE D.R. -- PAGE �,�\\� L 0 TS 4,-
REGISTERED LAND SURVEYOR ADDRESS DEVELOPER ��� �' Y �(/
NO 534, ARKANSAS 95-53121 CHENAL TECHNOLOGY CENTER
INSTRUMENT NO. - CONTACT: HANK KELLY \�
1
425 W. CAPITOL
LITTLE ROCK. AR 72201 A R KA 1 �rSA S SYSTEMS OFFICE PAR K
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF PRELIMINARY APPROVAL
THIS PROPERTY IS ZONED 0-2 Q�
I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION
THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE SEWAGE DISPOSAL — LITTLE ROCK WASTEWATER
PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN PART OF SECTION 36, T -2—N, R— > 4— W
ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED. THIS DOCUMENT IS HEREBY WATER SUPPLY — LITTLE ROCK WATERWORKS
ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY
HAVE BEEN COMPLIED WIT1 EXECUTED UNDER THE AUTHORITY OF SAID 2900 LINEAR FEET OF NEW STREET
-
RULES AND REGULAn°"s, AVERAGE LOT SIZE — 8.4 ACRES LITTLE ROCK, PULASKI COUNTY ARKANSAS
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER N0, 5033, ARKANSAS COMMISSION
.' M TZ -1D.4 LL L.ie[4W & AmtSl/lLz411 =9 JW(C
(C
e CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
r
03 966; VE ;1' 6; Bt Jdv nil 00N\SASX8V\ 0