HomeMy WebLinkAboutS-0054-T Map 3SO S 87.55'11" E 401.80' NE COR., SE 1/4, NW 1/4,
IPF SECTION 8, T-1-N, R-13-W
3/4- REBAR - - POp
L77 1F 3 4=REBAR
10
7.5' EASEMENT -- -- - - EAS
� � -- -- -- - -
o �• �0 3){ 7.5' EMEN
00
1 T ti
o I 36
o I'° nl ��
' I^ I °I
I 5' EASEMENT �
O �9. I 0' EASEMENT a 20' EASEMENT
N �0 15� 0'
w �• _
+-15' EASEMENT 236.79'
9
° t ° 14� \ o° PT20PE TY DESCRIPTION
W I ZI o o I o Part of the SE 1/4, NW 1/4, of Section 8, T-1-N, R-13-W, Little Rock, Pulaski County,
35 9 i I S I O D Arkansas, being more particularly described as:
' m <
9• I Commencingat the NE conrer SE 1/4, NW 1/4 of Section 8, T-1-N, R-13-W; thence
�-- �n J o 115.00'
0 @B 236,76' N °�• S 02'02'26' W along the West line of the SE 1/4, NW 1/4 of said Section 8 a distance
A °bb i ° of 662.10'; thence continue along the West line of the SE 1/4, NW 1/4 of said Section 8
O a I 1 v N I° q° S 01'25'45" W 409.81'; thence N 77'29'16" W 89.24'; thence N 41'05'14" W 721.32';
Z I p to thence N 19'20'23" W 144.85'; thence N 13'53'45" W 103.45'; thence N 01'42'40" E 90.28';
N e 1 to In 3 thence S 89'01'46" E 2_56.54'; thence N 02.01'17" E 200.08'; thence S 87'55'11" E
3 r, 0 EASEMENT
9 6 34 a I I 401.80' to the point of beginning, containing 10.56 Acres, more or less.
08 g O IPF r r• . 3/4' REBAR p7 5' EASEMENT 49• I N I 115.00'
3 4' REBAR S 89 01 46 E 256.54 1 � __ -- - - _ - _ _ _ _
N
155.25 65.07 36_27 24.73 �' PI
�° o
61.00
f y,J >• I 0� p till
o a p o0'ti9
+ ��i 4
'q' 10
I '�0 28 v N 10' EASEIATT i
o Q 3 O „S.GG•
CN ,it M- JO. 7 a 0 31 32 � 33 I 9
Z 0
o I �� - .ti I_� I °. �°a
_ _ _ I �I I 5
}�- 7� w - BUILDING LIN - I ^ I o N
(. Z I64�3'35' �• °6-4 ` �N, -? _._.-zp - T
Cry �vin2.80' a. �"10' EASEMENT °.� o - -
1 ,�� 3.98 6 i . oG' -� o" 1.00 007` - - - - ---��• I 115.00' I co
\�i 1 J25.59'4 ' 61.00' 90.Oo'
/� _ _ _ CHEYENNE COVE 50' R OW 00 O' I ZONING - R2
_- __ - a 1 I 6 0 3 BOOK D, PAGE 614
�° C � a7.28'21 W 145.26' -j ` POINT WEST 3RD PHASE 3
07,4 N 8T28'21" W 210.01' e l m
93.27' 7- 9Odo'O'
'11'12' 1 1�3° 72.06'
m ryy� J9 6 i-- --� ,�j I I� I J� .00' 13 80.00' .1 I 115.00' 11
N
O IPF � r. 0 4' EASEMENT- ej9 r�. 9° r - - , I 9 O
17 33'22' � 9 ' O
Cra / 25' BUI N LINE
3/ RE AR OT3s y ?�--- IO -- - -- -- -- - --- o O• f O
In
`�
20
24 Z I� �IW �
_
U b - o I o w _j o o I o
° �\ y,�`' 25 I I N ICU o i 40 I 37 i I� wl ,1s.00' CURVE # 1 CURVE # 2 CURVE # 3
N V / d`ra o I(J I I IO' EASEMENT+ � 1' � � o°
O.� i5' EASEMENT o = 10T43'38" = 90'OO'00" A = 89'11'Ol"
V.1 /t-75' EASEMENT o �6� tOs.e6' I o } 1 I @yJ I f1 s�ti II_� _o I _zl 8 I $ R = 150.00 R = 115.00 R = 150.00
zI 90.00' °' . 9�ti 80.00' I N L = 282.03 L = 180.64 L = 233.48
�ga, ct J I T = 205.43 1 = 115.00 T = 147.88
p +' u' I J �3O`A 90 t B3O+�. I +t° } 3 Z I n I I15.00' I C= 242.28 C= 162.63 C= 210.62
to
61 23 I �I � 9
.,n� PT U15' EASEMEN N F- Dom I°
Q 'pF FOC $'
::' 4' REBAR N MP. � i`7b7 I Z N 1w
132•=R S0 \\ T ?7� I a 1 I o 9 -
CP d
I N rn
���c'•\22'�3�39 38 6R 177.2
44.24' i9° IG li �\\\\ , I� I I� to l
\\ �9.2' 1 1 i 1 \ w 11500' I 1 .
n
i N 1 I,
2 7172Z0,22' I \ \Jp \ I A
\ I O• °
_ 10
STATE PLANE CORDINATES
NORTHING
EASTING
1
148395.574
1185951.158
2
147733.894
1185927.584
3
147324.212
1185917.363
4
147343.545
1185830.244
5
147887.214
1185356.185
6
148023.887
1185308.216
7
148124.309
1185283.372
8
148214.548
1185206.067
9
148210.203
1185542.566
10
1 148 410.158
1185549.623
PAGIS MONUMENT # 2054-0104 148213.5711 1185818.0407
PAGIS MONUMENT N 2054-0103 147646.9915 1185798.6592
VICINITY MAP
FJ
� - o
0 uo, wt571�r• V
0 •P 7 KANq ¢ < a
I a00
J 1AV I--
l4Wfai a
1500 I 2
two
1 . 1700
�+f PROJECT tow I -
voo
7'¢nr 2000 L.---
ala
a2a1
OCAS 2.i00'.4 --•�-.
2so0 �r-
a;u0
ring V711ey °we
aIm u
41 :¢
ta»
;w
_Branch � 7a00
7600 ••
:tr00
3900
dT' sr_ 40M
1.a4. 4100
4200 r'--
4 4.700 1
'400
l (01AUPKAIWT9Pg41a-, n450001
A � xYl
5 \02'4t'4S
�. 21 �, \
PC
N 8`5734" W 95.00' -- of 11 6
ya 9 52'56' _.
9j• 6 9.9 1 - 1 II f10' EASEMENT o
a1 20 ;°} @I_@ao• �� L?blI not - 2 - -
CERTIFICATE OF ENGINEERING ACCURACY
1, _ PAT_RICKM._M_cGET_R_I_C_K---- HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE
LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
SIG p
DATE E EXECUTION NAME, REGISTERED PROFESSIONAL
ENGINEER No._!i6.__ ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
I, _ ROBERT _C._ LOWE 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.
p SI GN+-,;�
DATE OF EXECUTION y Y NAKft REGISTERED tAND SUR YOR
No.11____. ARKANSAS
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
2�2� qS
DATE OF EXECUTION - NAMEf1v✓c faex 4e r-ow SRC /�iPO�P�T!ES
ADDRESSty,W 5A11rh4 �, )a* ��*5
SOURCE OF TITLE: D.R. __ PAGE
INSTRUMENT No. 84-22685,
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITLE ROCK SUBDIVISION RULES AND REGUAATIONS, 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 _ FILED FOR RECORD _-�._-_, 19 IN PLAT
BOOK PAGE
SIGNED
CLERK
N
GENERAL NOTES:
1. ALL EASEMENTS SHOWN TO BE USED FOR UTILITY OR DRAINAGE
2. IRON PINS SET AT ALL CORNERS
3. ALL DISTANCES SHOWN ALONG CURVES ARE CHORDS
4. ALL FRONT BUILDING LINES TO BE 25' UNLESS OTHERWISE SHOWN
5. LINEAR ERROR OF CLOSURE EXCEEDS V IN 10.000' UNADJUSTED.
ao i I o Yo. o ZONING - R2 - 50
N I 12 - BOOK D, PAGE 853 I - - --
18 W (t N I I POINT WEST 4TH ADDITI
s, \ 19 I I N I qN o so 100 1so
208 {^ 115' EASEME T 1 p 115.7T
�( I N
V 9a2 •yO�?• o PC a- Ia I 1 h1
A�os J 8�.1,5 99.57' - - 1. L 8,.76 @ S�j
13
X a; EASEMENT
ma`s `o' / 10' EASEMENT 1 1 4 \
< O
c.e4 a s ?\" 4., C4
B
3 p°
EXIT
II
17
00
C. Cap¢ d O \ (,1 SS Q
i tJ
1Ex I rr� 15' EASEMENT \ 16 /��� 5'2S4do O ^� - - � \ \ 7 85
lx.>ir AIM f°@\ p�'%�6�00. V _ _/" .'�'�\
PT
Ix alrn �r
Lr) \
i W. aISTST
K-\i
15 - :\ `_ ITS
103'S0.13 0 \ 1 \
I
I - \PI I - "��-- \ 5R \
\ ry 7.5' E ENT �
'13 ,\ 14 0 \.� ,' ZONING - R2
IL0 ✓,' BOOK D, PAGE 853
(` POINT WEST 4TH ADDITION
ig� MI1• \
v IPF -' a' REBAR 1
77'29'16,. 89.24' 3
8g•24r 1PF 3/4' REBAR
ST$�
y S(A7P
Nc.45ti6
FINAL PLAT
POINT WEST 5TH ADDITION
LITTLE ROCK, ARKANSAS
MCGETRICK ENGINEERING
ENGINEERING / LAND DEVELOPMENT CONSULTANTS
Little Rock, Arkansas 72221
FEBRUA.RY 28, 1995
------------
FINAL PLAT
tFAFE 2 '95'