HomeMy WebLinkAboutS-1067-C Map 185.35 2a' 20' EASEMENT
1s
S 88"16'34" E 956.15' 10' EASEMENT POB
100.80 9080g000 - 80.0001
--I- - 80.00 -- -- 8040- -80.00 - -_ 80.00 - - - - _ _80. 0
- -
rn1 QQ° 00 o N 88'16'34" W 360.91' NE CORNER, NW 1/4,
of \ o o I I ° ° A A° SE 1/4, SECTION 30,
-I 15' EASEMENT '�\\ \ 13 12 0 11 of I 10 0 9 8 o _ T-2-N, R-13-W
Nv N I N N 7 6 o cJ o 4 is pO LOT 3, PHASE 1
v CN n N PEBBLE BEACH ESTATES
I � rON
° S0° 25' BLDG. LINE l
lc
61.43 7 4.6 2 80. 06 9°-8-0- 9� 80. 00' -- e A - - O- - - ° -1 - o - - - o _ _
ao.00 ao.00 ao.00' - - T - - T -
I�.�0 80.00 ao.00 0 9>' °Q. PC - _ - SAW_ GRASS DRIVE 50' R/W 10' EASEMENT N ss'16'34" W
N dddddd� /pp 1 10' EASEMENT N 88-16.34" W 599.24' - --- 0 55.50'
n O PAGIS MON. #
=I 15 e94 xp / 39.36 80.00'80.00
- - - 80.00 a L 1 2064-0754
i gam° • a a e - - 80_00 6 80.00 a _80,00
°ry 139.90' rs_ ,e��3 / ' / y12j �° CP >' 25' BLDG. LINE -- -op -- - - -- - - - 3
i J -I I---10 EASEMEN
o N
o �/ w� '�S 92 v 91 n 90 n p� of I o iN LOT 64, PHASE
0 0 U N 88 N 87 H LO r) � PEBBLE BEACH ESTATES
16 1 0 I N 86 N 85 n 10
PA 1 MON. •31" m "��'„� O ��
w r
(� 125.02' to 46' 3 064 &82 y5�- 5 9 Z h40.00' �� °°^ off^ o I I .C� p -r `v
�p M J 5.$A�"_ SO.00 BO.00 80.00 °' 80.00 q° O O
LO 10' EASEMEN 5k PT of 13 o cos 150.00' w� 130.00' 49.19 80.00, ,� 80.00' 80.00'
of 9i v Q o Q s 88'16'34" E P o O N 8816 34 W 270.82'
(V of 17 Ix Ia 125.00' r 1' a9�5 s
4 ry
O I no I 1T a'•o110'27'19" a
z I o° I I of ' o '�D 109 - 110
I 125.00' I of I 94 0 W 6�. i o ti �°�. os s
I- 10' EASEMENT oop a ^�. ° o
o� Z1 I N N a I 125.00 N �, ``°\ 111 a 1102)'19" 0 60 120 180
I ,,
ril ° 18 I i 3 3 CD Uzi
g0��3A' 108 3f $ S�.N5.2'q\ 0' EASEMENT-.,
AQ
125.00' m ? 01 1? 95 0 '�215 �� =50' �� n' 1 1 2
n I . I I^gal o 100.00'rj 1 t� , a
m 9c 9 Zti / n0'2T19" BOO PAGIS MON. # PC
to ° 125.00' 726. 1 \gyp \ 9B1 86� � / 2064-0155 _ -x
o N jA" ym / 1T- LOT 115, PHASE I -
r 1 I^ I yo 107 \\�'• \Cl�jO� j�\m // 113 PEBBLE BEACH ESTATES
o I o o. o a2''b" S M/ R/
_Lco I I �� 1 96 FS 74� i W
125.00' o o °o �60. 1s
r, \tf6'31'22"
of g° o PC4 SI 0 •25 52 , W' 8.10 013 M ���pa _ `� ` �8 0 S 2 O/NT \�Sf7'1 114 O QR
1 5. 7 6 6
Nil 20 14 23 GIS t ON. 15 N 88'16 34 W O_' g ;� \� ,7s� S0, \ �3; ,�
n., E 125.00 72. P`�2 106 10' EASEMENT�o�� h /Q� e 4 /y
_ S,
N 88'34 08 W 182.32' 0 1 05 \ Q
17 t6 \ N 01'25 52 E 15.86 �' <OC
\ S 08025'08" E 42.78' a °6h° �ry� �TyF 4
/V s; 104 0 � 0
CERTIFICATE OF ENGINEERING ACCURACY
--PATRICK M.-MCGETRICK - ---- HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE
/�fytiAt z F�� LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
Aif A0K 'NSAS `Z
P •� t
* „ . SIGNE
! a>rcisIeFr, 10/7/97S�Zi
FN4;ltiFr, DATE OF EXECUTION NAME, REGISTERED PROFESSIONAL
s y * x * ENGINEER No. 4566_- ARKANSAS
` CERTIFICATE OF SURVEYING ACCURACY
RT L 1"+_ HEREBY CEf., FY TIiAi THIS PLAT COREC LY
REPRFSENTS`A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON
C31S, Lk 'ti ACTUAI_L � F X!ST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN.
fS FATF OF ' SIG7-1k
K
10/7%97 __ O DATE OF EXECUTION N o.___ ARKANSAS S
.ram` C
°`�'q� CERTIFICATE OF OWNER
WE, THE UNDERSIGNED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN,
DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO
HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH
THIS PLAT.
SIGNED
ff ATF OF EXECUTION PEBBLE BEACH CO.
900 S. SHACKLEFORD SUITE 220
LITTLE ROCK, AR 72211
SOURCE OF TITLI D R PAGE
/^ 05 �, 13s• 7'2a`' S PROPERTY DESCRIPTION
96
0 1 03 �b RB• LOT 55, PHASE I PART OF THE NW 1/4 SE 1/4 OF SECTION 30, T-2-N, R-13-W, LITTLE ROCK,
v 3' S / ��• PEBBLE BEACH ESTATES PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS:
COMMENCING AT THE NE CORNER OF THE NW 1/4 SE 1/4 OF SECTION 30; THENCE
N 88'16'34" W ALONG THE NORTH LINE OF SAID NW 1/4 SE 1/4 AND THE NORTH
LINE OF PEBBLE BEACH ESTATES, PHASE I (PLAT #E-674 IN THE RECORDS OF THE
6 COUNTY CLERK OF PULASKI COUNTY ARKANSAS) 360.91' TO THE POINT OF BEGINNING,
n a ��� SAID POINT ALSO BEING THE NW CORNER OF LOT 3 OF SAID PEBBLE BEACH ESTATES,
CURVE # 1 CURVE # 2 CURVE # 3 (sl
A = 90'17'34" 4 = 63'57'21" A = 62'05'22" N O / i a 54 \ J PHASE
FOLLOWING COURSESL. THENCE ALONG : S 01'43'26" WE WESTERN L125.0,; OF8816'634" W 55H50STSTEOS.2PHASE"W
R = 150.00 R = 150.00 R = 450.00 6035 N `\� 175.0% N 88'16'34" W 270.82'; S 33'31'18" E 290.24' TO A POINT ON THE ARC OF
L = 236.39 L = 167.44 L = 487.65 6000g., 623 779' oj�,Op A CURVE TO THE LEFT (SAID CURVE HAVING A CENTRAL ANGLE OF 62'05'22" AND A
T = 150.77 T = 93.65 T = 270.87 0' 7 9 RADIUS OF 480.0'); THENCE IN A SOUTHWESTERLY DIRECTION ALONG THE ARC OF SAID
C=212.67 C=158.88 C=464.14 0
/ •p� sory CURVE TO THE LEFT AND THE NORTH R/W LINE OF DORADO BEACH DRIVE TO A POINT
WHICH IS S 43'12'32" W 127.68' FROM THE PREVIOUSLY DECRIBED POINT; S 48'02'26" E
779 186.30'; S 34.04'00" W 70.62% THENCE N 62'31'29" W 119.20 ; THENCE N 60'35'04" W
20' 60.0'; THENCE N 61'44'25" W 396.52'; THENCE N 01'25'52" E 15.86'; THENCE
N 88'16'34" W 125.0'; THENCE 5 01.25'52" W 8.10' TO THE POINT OF CURVATURE OF
l9 A CURVE TO THE LEFT (SAID CURVE HAVING A CENTRAL ANGLE OF 63'57'21" AND A
VICINITY MAP
EX. PAGIS MONUMENT # 2064-0154
EX. PAGIS MONUMENT # 2064-0155
PAGIS MONUMENT # 2064-0182
PAGIS MONUMENT # 2064-0183
STATE
PLANE
CORDINATES
NORTHING
EASTING
163098.041
1181976.5D0
2
162973.098
1181972.740
3
162974.767
1181917.263
4
162799.820
1181912.892
5
162807.966
1181642.198
6
162565.998
1181802.485
7
162472.939
1181715.069
8
162348.377
1181853,606
9
162289.879
1181814.049
10
16 2344.876
1181708.290
11
1 162374.345
1181656.025
12
162562.085
1181306,765
13
162577.941
1181307.161
14
162581.701
1181182.216
15
162573.605
1181182.014
16
162531.283
1181188.278
17
162535.836
1181006.016
18
163126.804
1181020.780
162911.535
1182080.541
162689.347
1182000.973
162822.061
1181148.907
162573.809
1181143.079
RADIUS OF 125.0 ) THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE ARC OF SAID
CURVE TO THE LEFT TO A POINT WHICH IS S 0825'08" E 42.78' FROM THE POINT OF
CURVATURE THEREOF; THENCE N 88'34'08" W 182.32' TO A POINT ON THE WEST LINE
OF SAID NW 1/4 SE 1/4; THENCE N 01'25'52" E ALONG THE WEST LINE OF SAID NW 1/4
SE 1/4 591.15' TO THE NW CORNER THEREOF; THENCE S 88'16'34" E ALONG THE NORTH
LINE OF SAID NW 1/4 SE 1/4 956.15' TO THE POINT OF BEGINNING, CONTAINING 12.01 ACRES,
MORE OR LESS.
NOTES
1. BEARING DATUM DERIVED FROM PAGIS MONUMENT # 2064
2. IRON PINS (#4 REBAR) SET AT ALL LOT CORNERS
3. LINEAR ERROR OF CLOSURE EXCEEDS 1/10000 UNADJUSTED
4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES
5. DISTANCES ON CURVES ARE CHORD DISTANCES
6. LOTS WITH ROUNDED CORNERS ARE MEASURED 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
INSTRUMENT No. 96-29434
CERTIFICATE OF FINAL APPROVAL
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 EXECUTION L.R. PLANNING COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER ._ III FP FOR RECORD __, 19-__, IN PLA 1
BOOK -.. PAGE
SIGNED
CLERK
mom,.,, (1 D(q7
M
FINAL PLAT - PHASE II
PEBBLE BEACH ESTATES
LITTLE ROCK, ARKANSAS
MCGETRICK ENGINEERING
ENGINEERING / LAND DEVELOPMENT CONSULTANTS
Little Rock, Arkansas 72221
OCTOBER 7, 1997