HomeMy WebLinkAboutS-1385-A Map 22- SS-S
PROPERTY DESCRIPTION
Part of the Southwest 1/4 of the Southeast 114 of Section 25, T-1-N, R-14-W, Pulaski County,
Arkansas, being more particularly described as follows NOTES:
1. ALL STREETS ARE TO BE PRIVATE.
BEGINNING at the Southwest comer of said Southwest )/4of the Southeast )/4ofSection 25; 2. NO INDIVIDUAL LOT ACCESS OFF
thence North 000 33' 53" West along the West line of said Southwest 1/4 Southeast 1/4 a RAINES ROAD.
distance of 1303.24 feet to the Northwest comer of said Southwest 114 of the Southeast 114 of 3. MFF, MINIMUM FINISHED FLOOR ELEVATION.
Section 25; thence South 890 52' 45" East along the North line of said Southwest 1/4 Southeast 4 PROPERTTHISOY ISTZONED R-2,AND SURROUNDING
1/4 a distance of 1031.65 feet; thence South 170 56' 34" East a distance of 383.23 feet,
thence South 02° 57' 00" East a distance of 133.70 feet; thence South 210 42,10" East a _ _ _ _ N 6s °52_38"E
distance of 108.03 feet; thence North 68' 07' 36" East a distance of 114.87 feet to the East line 387.73'
FOUND 1" FOUND 2"7
of said Southwest 1/4 Southeast 1/4; thence South 000 33' 23" West along said East line of PINCHED OPEN PIPE
said Southwest 1/4 Southeast 114 a distance of 759.21 feet to the South line of said Southwest PIPE
1/4 Southeast 114; thence North 89022' 4T West along said South line of said Southwest 1/4 I w
Southeast 1/4 a distance of 1279.99 feet to the POINT OF BEGINNING, containing36.329
acres, more or less. I co i o
O
� 100
FENCE 15' o O1
NORTH OF I `� ZI FENCE CORNER
PROPERTY I \ / �\ I 5.06' EAST &
CORNER \ l ' S 89.52'4fj" E 1031.65' �\ \� / L ' REBAR SET 8 0.40' NORTH OF
\� / - - PROPERTY CORNER
-may -�y� ��-�-- - - - - PAGIS COORDINATES
N89°58'47"W 439.52' - - �_ 373.6C r 658.05' \
FOUND 1" FOUND 1" �. FENCE CORNER a. S 89'52'45 E 273.88' FOUND 2"
OPEN PIPE OPEN PIPE `.\ 25,68' EAST & �/ \� 10' DRAINAGE & `� �� ♦ I OPEN PIPE NORTHING FASTING
100 YEAR FLOOD 1
4.17' SOUTH OF r _ . PEDESTRIAN AC_CESS_ �. \ 4.41' EAST OF
FOUND 5/8" PROPERTY CORNERL`__-�' /fin \ PLAIN LIMITS PROPERTY CORNER
I W EASEMENT _ \ '
\ 1 130345.42 1174902.97
REBAR yv\. ��/ \ \ 2 130309.87 1175931.01
�,. MFF 389.0 /•
0.12' EAST OF a` 8 \\ \ 3 129941.64 1176037.17
PROPERTY LINE �9 \ T1.034 ACRES, o�i/�a \\ \ � `\ \\ ♦ \ I 4 129807.97 117603972
- - - - - - 0` \\\\ ♦y h I° 5 129706.36 1176184.32
_�- - - - - - S89°26'15"W 553.12' 9,\ 1 //ro \ \ `"` 1\�
FOUND 1,, y,.� / i - - .�/. CO \\ Ot1L F \
OPEN PIPE \/� MFF 388.5 \ \ \ \\\'\ ° 7 128987.13 1176152.31
FOUND 1' �/'/�\ \ \ \ \\ \\♦11 \ I 8 129042.51 1174873.5:
OPEN PIPE o T / ,3 \ `♦t \rn_
fl 809 H 7 \\ �\ \ `'�' ` \w FUTURE
0.27' EAST OF 3/ Y 23°43' 2"W
PROPERTY LINE 'a#I oP .9Tc . T `\ \ 100 YEAR FLOOD \\ FLOODWAY \\\ \� \\ \�z
' aF'I 5 PLAIN LIMITS \fin PHASE
1.038 ACRES± % I �IS'ses " 17•z7 7'W \ \\ \\ % 1 \
1l a'9 .66'C 1.002 ACRES±\ \ \ ♦\ \ I
\ s6 10' PEDESTRIAN \ \ \ ♦\ \ UNPLATTED
i '1 \
o \2 �\r.31
'.�' ACCESS
'gyp N�i"':�( EASEMENT \ \ \\
4 SW V4 SE 1/4,..
\�\N�4\q,\[y �5 j\i\s3 p1 1 / \ \ \
\ \ SEOTION 25 1 1 ♦ I\ / 1
ADDITIONAL ACCESS r'w° \ \a ` MFF 386.0 a \, 40' ACCESS AND; I \ 3 /
� \ \ ,
v 1 O AND UTILITY EASEMENT m a, \:\�s>� \\ \ F \\ N6\ 1 i II_
FOUND 2' v , \ o� \.\C,• ,\ \1.011 ACR�S±\\ TRACT A 1 UTILITY EASEMENT .;1N
OPEN PIPE ° '1002 ACRES± \ . cm; \�\ o�� of O \ \\ COMMON PROPERTY e, I ICi�
0.10' EAST OF \\, \' Zll J1 t t I I I CERTIFICATE OF SURVEYING
I NG ACCURACY
- S46"E 342.88' \ t \� 1112.576 ACRESf 1 I I to I, MICHAEL WATSON ,hereby certify that
PROPERTY LINE ............................_ ._.._ ._ \ ;I, \\ \�C
1 1 I Ito
1 P 10' PEDESTRIAI I I Im this lot correct) re resents a bounds surve made
NOTE: a0' UTILITY &-11 ! 1 OACCESS \ 1 1 I I p y p ry y I Ior verified by me, all monuments required actually exist
DRAINAGE 1 ZEASEMENT ���P: 1 I and are correctly shown hereon and that all surveying
FLOOD PLAIN LIMITS SHOWN WERE %¢^r,♦I� r� 100 YEAR FLOOD re uirements of the Little Rock and Pulaski Coun
EASEMENT Pw4 1 .- It q ty
BASED UPON FIRM MAPS, 050179 0380 D ZO N 11 1 Im_ r 651'p� 1 1 4 Y '\ I i PLAIN LIMITS Subdivision Rules and Regulations have been complied with.
DATED JULY 16, 1996, & 050179 0387 C o O + 1 i 1 �I I rn� ,,6,36 23 11 N0\\ `' '1 \\ �`'�. 36" \`
DATED MAY 16, 1983. W 1.014 ACRES_ m t' 1 0 1 0�/
- - t�9 MFF 385.0�) CREAGE --11 �r 1\ \o�.\\�
- - --- --- W 1 � I�S6 il
1 \� �` B M' h W t
_ _ S86°21'57' W 358 64'„- ._ ._..���_ -
�1+ � N ,�,c a a son
(� '-l:.•AttA E1AT\1=CREEK SUBDh11S101 03C j :t _' _ `1 11.002ACRES± TOT \ \ / b�------Registered Professional
PHASE i o -- Land ,aryeyar12 1- 1 .,3.6ACRESf 9 \�\ \yam y\\ -N"k - No: 95;
Arkansas
SPECIAL FLOOD HAZARD AREA
A PORTION OF THE PROPERTY SHOWN IS LOCATED
WITHIN THE 100-YEAR FLOOD PLAIN AND A PORTION
OF TRACT A IS IN THE FLOODWAY AS DESIGNATED
BY THE FLOOD INSURANCE RATE MAPS, PANEL NOS.
050179 0380 D, DATED JULY 16, 1996 & 050179 0387 C,
DATED MAY 16, 1983 PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY.
NO CONSTRUCTION IS PERMITTED IN THE FLOODWAY.
CENTERLINE
CURVE DATA
o
a
o
0
A
45035'14"
0
16°19'41"
A
54°20'16"
A
38°00'35"
R
125.00'
R
325.00'
R
275.00'
R
325.00'
A
99.46'
A
92.62'
A
260.80
A
215.60'
T
52.53'
T
46.63'
T
141.14
T
111,94'
BASIS OF BEARING:
ASSUMED NORTH
100 50 0 100 200
Scale:i"=100
NOTE:
PAGIS BEARINGS DIFFER FROM
DESCRIPTION BEARINGS BY 1051'35"
H - 709
2 000 0 - 235
B. MICHAEL WATSON
4 BLUE SPRING COVE
MAUMELLE, ARKANSAS 72113
(501) 851-3771
;FILED AS AT H-86 1 1! ;t
1.015 ACRES* r '\ ENGINEERING
Q IZ ;1 1 o.
w 1 �y 3�,/
N S86.46'51 W 375 :60' _. _-._..-__1. ` / ,O`L,�i�, MFF 384.O Sj WA at
1 \ \
\ �9
o , ` 2 FLOOD
A NEERING ACCURACY
�\ \d� I MARK RICKETY ,hereby certify that this
-N,r " 1.006 ACRES± \ plat correctly represents a plan made by me, and that
r \ �' the engineering requirements of the Little Rock and
1,034,672 SO F 20' ACCESS & ,i/ .9y \ Ij I, 1 O Pulaski County Subdivision Rules and Regulations have
DRAINAGE �i/rya /6` 329 \\ tl 1 I I been complied with.
13 CO
23.753 ACRES \, ,..\Am /�i�,'\ EASEMENT---- ii/ry;--- 4 F \ 04 rTn 1 \\ I o o�
d (y \
MFF 383.0�� s� \ 't I t j Date of Execution Mar Rickett
H 1,089 ACRES± 9. \ rn of
\ i Registered Professional
.Z Engineer Na.
, I \ CENTRLINE e
t$Y�, \ `.. � 1� UTILITY / ° � 6' .>'-. � I Arkansas
soz 9'03"W\n� �l�Ss i`�\��DRAI�IA�GE /yry O /N c F ' I �/1\ CURVE DATA
O s:ds'c ///� 3 /./� \ 40 ACCESS AN� - I\\ = 63'31'33"
\EASEMENT`/: / \ s\ \ r 1
/i" \ 10' PEDESTRIAN 0�' UTILITY EASEME T R = 400.00
\3. + \` : .A °'5 T� Y" . / �A CESS „/n \ \ r r A = 441.41
s 1.002 ACRES_
\s. ���s .\L F , OL, ,jj✓�\ EA ENT \ /
��%; Ne's6� p \ss2, "I ,://' \ ` ' / f \ T = 246/21
O �.5 <G�, 4 J Cy �'�� �6, s' �� \ ///oti \ \ / / ".0 nu Ur
�� PLO vY OS>.. �V, J/.. �` \ / / /.. \ ��GJST r,JJ'i
\ 4 /0 .� O / t�. 5q� F 1�o GF �ls i�.. �\tis \ ✓//,ti .,.
15 \62. �a �� �,P0 �_,� /\ �',F r g,,. Q° /� MFF 38 0 I�TLLITY AST=1 E(T \ , ..... ,•• ,
h °Pg /:/ C,/ / / SO' \ \\qS,F t ��.�6? r//wry , �W \ - \ ` / / \` �� ,i
M ACRiS_ BTATIB OF'.
0.916 ACRES± `. �6 �o ihQP�, / U/(Ca4� `0.9��/ \ \\\� 2NOA9Nb7
�2 /
/ -}/ N 41'21 14 E _
I'
66ryo-¢ b��h°/ i?� 19 F \ 6' Qs2 cy \ `� o e�'Q \ 12.91 tp ;
4,$ q `(N�N18°43'4�E \Q6° + h i \ O'• R \ O/ >z�
S86.08'15"E 221.64' I-..N'.Lkn 116.90,9H \a 0.980 ACRES_ ,y, \ !y F0 �i� ; \ ti` -' i \ ��,j•�••J Q ••
1\ Nam• 7`'\\h/:r08°O6'''3"E 6•'S• `�i/ \ \ � \�\\ C<ti\ O• /� ♦ , \\` ''��0, •I � `,
w -\\ �41.27•C \�Z / \ - 6'• '9 \ F 2 / ,� Q�`: s
_ \?� i 10' UTILITY & . \ v6, s�� \ \P. o o A8, ` 100 YEAR FLOOD
/ \eQ0 i \d DRAINAGE /\ S0 ��\ \'o �ro°j, `�j��8 PLAIN LIMITS
y. 18 �' EASEMENT . / \ 6 \ a,'9O`,`\ \ / / � u6,,°
)MFF\
s± 37902 .
0.899 ACRES
1.109 ACRES± -40�ACCESS \A�\
E)
UTILJ EASEMEN)"
��/ 0.988 ACRES± \`6- o" i a. \ \ '- .6 t \2 \ 1 c
PAGIS MONUMENT oi\i 0.960 ACRES± `��/ 0.995 ACRES± \ \\\\ `z' 0.903 ACR.
zo6s-2o9a =-- 35' BUILDING LINE \ PAGIS MONUMENT \ \ � o& 35' BUILDING LINE
----------------------__j 0 L -----
FOUND 1" \ 2U6_8-M9�--/---------- S3• ..E\\.1 \.i> t
N89028'58'w / 10' NO ACCESS & UTILITY EASEMENT\ / - o_ \ `
PINCHED --- �4 2T-_-__F --___- -- __-- � - N89°28'S8"W / N89.28'S8'W --__ N89°58'21"W 4T80'CH. \ __ N89°58'21"W \
T ���/ T-j2-H�-6B - 7733/- -�--rT 7��� - �r--7-----1 0(� 7r-- j------- 51. 7 - _-2aS62----
PIPE 1/_•l��J_i�LL��
FENCE CORNER Z6.t2:� . s*� .. .
3.20' EAST & - - - - - N89°22'48"W 1279.99' - - - --��RAiNES� - -��- - - -'ssa
2.35' SOUTH OF
PROPERTY CORNER /�
}
�/ �LU
I � Z I
wQl
J
I I
I I
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
o-1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
181y6flt�l�>�
Y+ A A
No. 9115
(14 NOTE: THIS PLAT IS BEING AMENDED
"' FENCE CORNER TO ADD TRACT A AND AMEND THE
± 27.82' NORTH & BILL OF ASSURANCE.
in O`. 1.69' EAST OF
V) PROPERTY CORNER
•'FENCE CORNER
2.89' NORTH OF
PRO PER1Y CORNER __ _ _ - 904.36'
FOUND 1/2" REBAR
DISTURBED
D71
FINAL PLAT OF PART OF THE
SOUTWEST 1/4 OF THE SOUTHEAST 1/4 OF
SECTION 25, T-1-N, R-14-W,
PULASKI COUNTY, ARKANSAS
f
Elvin
Rol c
PROJECT
LOCATION v
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c
Ramos Rd
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n
VICINITY MAP
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 est in accordance with
this plat. -
i 0 S - 0; .
Date of Execution L F and M PQerties, Inc.
Address C, b".5Q,
rti
Source of Title: In ume N
it"
J n D, Todd Holly A. T d
712K164 Address 7e0 Lcttea [
Date of Execution 7ZZ10
Source of Title: Instrument No.
��
Ma h Wil's Mellor Amy M dory D0
06 Address � 2 rcg, vet K P/
Date of Execution L2 7;,110
Source of Title: ;Inkment N
David Frank Bri s Sharon Ann B ridg.
31L51D/r Address V
Date of Execution LIkL 7717-/U
Source
of Ti e: Instrument No. P�
.� /emu'
Timothy J. Gill Narvy il„ ,t/t
%i"� �f'` Address l U VVk
Date of Execution
Source of Title: - -Instrument No.
Tory L. Gill Tamara A. Gill - - -- - -
-'OG Address ox iQa
Date of Execution IC7
Source of Title: Instrument No.
M •�
N
nn
O
Qj
N
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Pulaski County Subdivision Rules and
Regulations, this document was given approval by the
Pulaski- Couty Planning Board at a meeting held
All of he conditions of approval having been completed,
this document is hereby ac ted and this Certificate
executed under the authorit f said rules anc�regu tions.
Dote of xecution Name (Signat r )
Planning Admi is rotor
Pulaski Co. PI In ing Board
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and
Regulations, 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 reguloti
Date of Execution L.R. nning
Commission
CERTIFICATE OF RECORDING
i
Thisi,dpcument, number GLli) 61,3G.35S filed for recoEd _ co
2 N(c , 9005 in Plat Book_1� , Page 70 1 t•
(Signed) �(✓ S�/ t .; w,• yS ley+
PAT G 131
Clerk
FOUND 1/2' 25.00'
REBAR CAPPED \ FOUND 1/2"
WSA 1374) \ REBAR CAPPED
__ -
_ 9.43
S89020'50"E 1320.58'
FOUND 1/2"--
REBAR
<f5 _I_M51 .
�WSA 1374)
416.22'
SOUNDING UNDER ASPHALT
AT CRYSTAL VALLEY ROAD
y
� 1` L .
BY.
blgnied
DATE.
�
AMENDED FINAL PLAT
CALLAGHAN CREEK SUBDIVISION
PULASKI COUNTY, ARKANSAS
RETURN TO FIRST NATIONALTITLE
4001 RODNEY PARHAM ROAD 93c
BUILDING ONE, SUITE 101
LITTLE ROCK, AR 72212
zCOr-,C 32-35S H -709
(SHEET 1 OF 1
DATE 9
PROJ
NO.