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PAGIS MON. # " %4� ixl
2064-018(2�1 0l oy
T +X
722.2 M om
n het
LITTLE cU.
IIMNI,O �p�
R kor
V_' HOCK R "
� ' Ridge e. ,
PR�EcT Ab
3 L.oCATIONI J'
N -
It
11
o _
N 01 *26'34" E 8.10' -
N 08'25'08" W 42.78' S 88-16'34" E S 01'2541 " W
PAGIS MON. # \
2064-0183 r" 1 25.00' -
42 23 5 r
PC . 148y?p..
Y 40
15.86'
w
34'08" E 182.32' \ \ 9 % -9 y0..0,
3 130.15 T
Ir
\q T\ ^ At 7
^ [] Q a� 9. 44'
I 21 98 '39 2 \ \cli 9 8 � � � 01
p
EASEMENT `3`96
99
E,' ,,1c�- � •a� \ �Oa'� � 2s, 20' EASEMENT
PT
PROPERT'r DESCRIPTION
PEBBLE BEACH ESTATES
PHASE III
PART OF THE NW 1/4, SE 1/4 OF SECTION 50, T-2 -N R-13-h
. LITTLE ROCK, PULA',F
COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS
COMMENCING AT THE SE CORNER OF THE NW 1/4 SE 1/4 OF
L(I'uN 30: THENCE
N 89'03'49" W ALONG THE SOUTH LINE OF SAID NW 1/4 SE 1 j
320.01 TO THE
'THE
POINT OF BEGINNING; THENCE CONTINUE N 89'03'49" W ALONG
SOUTH LINE
OF SAID NW 1/4 SE 1/4 998.61'; THENCE N O1'25'5:'" E 735.6
' TO THE SW CORNER
OF 20, PHASE II, PEBBLE BEACH ESTATES; THENCE ALONG THE
`_•OUTH LINE OF PHASE
II, PEBBLE BEACH ESTATES THE FOLLOWING COURSES S 88.34'
8" E 182.32' TO A
POINT ON THE EAST R/W LINE OF SAWGRASS DRIVE. SAID POIN
BEING ON THE ARC
OF A CURVE TO THE RIGHT (HAVING A CENTRAL ANoLE OF 63'
7'21" AND A RADIUS
OF 125.0'); THENCE IN A NORTH WESTERLY DIRECTION ALONG
E ARC OF SAID CURVE
TO THE RIGHT TO THE POINT OF TANGENCY THEREOF (SAID CURVE
SEGMENT HAVING
A CHORD BEARING AND DISTANCE OF N 08'25'08" W 42.78'); THENCE
CONTINUE ALONG
THE EAST R/W LINE OF SAWGRASS DRIVE N 01-26'34" E 8.10',
THENCE S 88-16'34" E
125.0'; THENCE S Ol'25'41" W 15.86'; THENCE S 61'44'25" E 3
6.52'; THENCE
�, 60'35'b4" E 60.0'; THENCE S 612`31'29" E 287 92'; THENCE
35'34'15" E 71 16';
THENCE S 01'21'51" W 128.87', THENCE N 88'38'09" W 15 00',
TEHNCE S 01'21 51" W
235.12' T,J THE POINT OF 9EC.INNINd ', :CNT ININr 4 C; ', ACRE
. M( PE CtP, LET`
22 2 "
9G \ y0 \� ° u � 6 3s.
1-10' EASEMENT �� �.Olt
�0 j`\ S 6 \` M ti O00' F
n101
I 023 -� 1tv 0' EASEMENT R'9S'S y , F y OOl pr
61,
_ 24 q e\ sow'? \ /^ \
a G 00
r- - 6E a yet tiry </"F 9�\ 0 R/{y\ ,3'� �i ' 29•,
6
O •, ` 7
- ] \ ,S 48. 2' 25 \ \ 49 o
1 15' EASEMENT B9� 'v 3e- " \�� J �' / o '�O 28i
I eee• I I �?s• �' �''s �7.5' EASEMENT^ 15' EASEMENT �r o. . yy \ �, �� 9�a
2.. 1
-I -15' EASEMENT �� \4.4r r�� / .\°o, �4 \\� 0 10' EASEMENT
NOTES:
1. BEARING DATUM DERIVED FROM PAGI MONUMENT # 2064
2. IRON PINS (#4 REBAR) SET AT ALL T CORNERS
3. LINEAR ERROR OF CLOSURE EXCEEDS 1/10000 UNADJUSTED
4. ALL EASEMENTS MAY BE USED FOR RAINAGE AND/OR UTILITIES
5. DISTANCES ON CURVES ARE CHORD DISTANCES
6. LOTS WITH ROUNDED CORNERS ARE EASURED TO POINT
OF INTERSECTION
7. ALL EASEMENTS ARE 10' WIDE, UNLESS OTHERWISE SHOWN
8. ALL BUILDING LINES ARE 25' UNLESS OTHERWISE SHOWN
9. CURVE DATA IS CENTERLINE DATA
NO PORTION OF THIS PLAT LIE': WITHIN T �E 100 YEAR FLOOD
PLAIN, ACCORDING TO THE FLOOD INSURA CE RATE MAP, PANEL
# 050181 0005 E. DATED NOVLMBER 3, 1' 93
N I 32 a1I I 31
9> v �7
n rl
- I I Fdu ` �U� / / 2A / / �\ i^ $,q ?�72 y \ ' �mv, 4 / 8924'39' �., `�Ir.
/ . 2• F Q0 5`' of
w e 29� 9p r43 L6 s'1a° - s 25 B 3! /^ �� / /\3\ \ C��iQ 2�3 �8' S� z� <11
LgO---- �Lp !� /
G LIN 29 v2.. J ). Q) %\ y a 2
N 96.pg" - 5-15'S9' �E 0 0' \ 3 � s S 5 15' EASEMENT r \�
!o rs , ro 15' EASEMENT T \y �• Y 0 8�- tia o
r 2 s• �Q \ o
N PC- - 9S.g8� �a}d',EASEMENT ^v / 7 41 s e� ��. ��, R 9�\ 46 ire 3
- -- BECKS r \ 28 / / V� : `\0' EASEMENT n
O -� </ s 5� 15 EASEMEN
10' EASEMENT NHAM_ g0 , 2� � 6 � �� o^ ��\o o "F \� � 'Y -a17'
Z 137.26` N 0\V£ �s 9\1� \ vcp
\ v�� / \ � ^� ��� �� ti 00
`7444'46', W \ j0� / O V� / yo, a. 42 / �\ �a S4r.r�.. �o•o'U-1� ;`� 00
Q/ �( l N
�64.01'`', 496 33, �W 4.42� / Q h/ /\ 15' EASEMENT- l �= �. =50° a 108 45 log O
`\ 0 / i \ �110' EASEMENT V�
^
E T � _`_ S" B?3 1 0 40 / /� y. / / �hf - O � /\ fi 0
20 EASEM N r•r \ \ 6• / / PAGIS MON
ma`s•• '�, r � l / \`'8: g o� -'�\\ 13� �r`�
J2 1
(-10' EASEMENT 2s \ B' '\ \ \ ✓ /°p5���43 �., �, \ \A, -L ill PAGIS MON
; 15' EASEMEN ` cl 15' EASEMENT \ I CN 88 38 09 W
\ \ h 15,00
c/"\\ 39 84.55'52>1 s, 44 �-P ,\
33
rn 34
\ \\15' EASEMENT 1 I 3
\ \ ?� \ 9' \ �. Y /--15' EASEMENT
35 \ \ � , / 38 T \ \ 10' EASEMENT
7.
21
36 \ J� o- ,�,\ I�
I V `SOA , A `'• � � \ I N
I 10' EASEMEN \ S6^ \a^ 37 \ \ \
20'
9p \ \ \ \�10' EASEMENT
02
ol> 8�56� �'T42 c'1.R�L 3t8.53 40.42'z� \ c, \��926 33sss \ \J N 89.03'49" W
119.14' 101.51' 133-71 N�2� 39,96' 8
CURVE # 1
A = 54'35'30"
R = 850.00
L = 809.88
C = 438.64
C = 779.59
CURVE # 2
A = 63'57'21"
R=.150.00
L = 167.44
T = 93.65
C = 158.88
N 89'03'49" W 998.61'
N
V. = 6(-
PT
O P06
i° ARKANSAS
No.4566 �� p
/cK A4. MC
STATE PLANE CORDINATES
NORTHING
-
EASTING
' 1
Y61784.123
1181986.123
2
161800 443
1180987.643
3
162535.536
1181006.016
4
162531 283
1181188 278
5
162573.605
1181182.014
6
162581.701
1181182.218
7
162577.940
1181307.162
8
162562.085
1181306,766
9
162374.345
1181656.025
10
162344.876
118170& 290
11
162212,0.38
1181963,739
12
162147.653
1182009,784
13
162018.815
1182006.716
14
162019.172
1181991.720
T # 2064-0182 162822061 1181148.907
T # 2064-0183 162573.809 1181143.079
0.01'
SE CORNER, NW 1/4,
SE 1/4, SECTION 30,
T-2-N, R-13-W
CERTIFICATE of r 1,� N' ' ir., ; - r
-I - -
F+ r_I��V. M.-MC -- � � I HE f .' r I I �, ui,`; THI'� r! nl ..C,-fL,
=.'EPRESF:NTS A i'I-AN MADE BY ME, AND TFIAi �uL EN,-:Io;LP.INi_ ieliIIIFEMlNTS �;F THE
LITTLE Pui k, UiJDIVIS10N RULES AND REGULATI1 �N`; HAVE GLEN I: )MI-'LiElD WITH.
SIGNET
DATE U LXECUTION AME, REGISTERED PROFESSIONAL
ENGINEER No. 45 )LI__ ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
- ROBErr� C. OWE _____-- HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON
ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN.
-- SIG \
3/27/00
DATE OF EXECUTION NA E, REG STER LAND URVEYOR
No. �____ ARKANSAS
CERTIFICATE OF OWNER
NE. T-IE l.'NCFRSIGNED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN,
c�tt i � LRTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO
HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH
THIS PLAT
DATE OF EXECUTION
OF TITI E: D.R.
INSTRUMENT Nu 96-29434
SLED
P GC NC.
900 SSHACKLE ORD SUITE 220
LITTLE ROCK, AR 72211
----- PAGE -------
CERTIFICATE OF FINAL APPROVAL
4
PURSUANT TO THE LITLE ROCK SUBDIVISION RULES AND REGUALTIONS, AND ALL OF
THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
SIGNED
/'
DATE OF EXECiIiION L.R. PLANNING COMMISSION
CERTIFICATE
OF RECORDING
THIS DOCUMENT, NUMBER 11 FILED FOP, RECORD 1C--_, IN PLAT
PAGE------------------
SI .NED � r
,- CORRECTED
FINAL PLAT - PHASE III
PEBBLE BEACH ESTATES
LITTLE ROCK, ARKANSAS
SOURCE
319 E. MARKHAM (MARKET ROW) #202, 1526 PLAZA PLACE, #3,
LITTLE ROCK, ARKANSAS 72201 SPRINGDALE, ARKANSAS 72765
PHONE 501-223-9900 PHONE 501-872-8282
FINAL PLAT
MARCH 27, 2000 As Signed
BY. It ` Yz----
DATE: v S- �