HomeMy WebLinkAboutS-1736 Map 1A PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 14
HALL JOINT
WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND Y2INCH REBAR BEING USED AS THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF
CERTIFICATE OF OWNER
REVOCABLE
SECTION 4, TOWNSHIP 1 NORTH, RANGE 14 WEST; THENCE SOUTH 89 DEGREES 57 MINUTES 26 SECONDS WEST 359.33 FEET TO A POINT; THENCE
We, the undersigned, owners of the
real estate TRUST
SOUTH 00 DEGREES 48 MINUTES 14 SECONDS WEST 170.11 FEET TO A FOUND % INCH REBAR FOR THE POINT OF BEGINNING; THENCE CONTINUE SOUTH
shown and described herein, do hereby certify ZONED R2
00 DEGREES 48 MINUTES 14 SECONDS WEST 71.74 FEET TO FOUND % INCH REBAR; THENCE SOUTH 01 DEGREES 19 MINUTES 23 SECONDS WEST 221.08
that we have laid off, platted , and
subdivided, OWENER/DEVELOPER:
FEET TO A FOUND Y INCH REBAR; THENCE SOUTH 01 DEGREES 32 MINUTES 24 SECONDS WEST 395.76 FEET TO A FOUND % INCH REBAR; THENCE
said real estate in accordance with
this plot. Russell Rainey
NORTH 50 DEGREES 40 MINUTES 29 SECONDS WEST 84.34 TO A POINT; THENCE NORTH 81 DEGREES 45 MINUTES 50 SECONDS WEST 51.49 FEET TO A
1501 RAHLING ROAD #1704
POINT; SOUTH 80 DEGREES 35 MINUTES 10 SECONDS WEST 39.85 FEET TO A FOUND Y2 REBAR; THENCE NORTH 79 DEGREES 28 MINUTES 54 SECONDS
LITTLE ROCK, ARKANSAS 72223
WEST 322.39 FEET TO A POINT; THENCE SOUTH 42 DEGREES 11 MINUTES 18 SECONDS WEST 212.01 FEET TO A POINT ON THE CENTERLINE OF THE
EXISTING 50 FOOT ROAD EASEMENT; THENCE ALONG SAID SAID EASEMENT THE FOLLOWING SIX BEARINGS AND DISTANCES: NORTH 36 DEGREES 5
MINUTES 49 SECONDS WEST 36.39 FEET; NORTH 41 DEGREES 12 MINUTES 49 SECONDS WEST 194.83 FEET; NORTH 20 DEGREES 55 MINUTES 02
The Russell D. Rainey and Cheryl C.
Rainey Joint Revocable Trust
Easting:1159018.7213'
SECONDS WEST 129.04 FEET; NORTH 17 DEGREES 43 MINUTES 26 SECONDS WEST 123.79 FEET, NORTH 20 DEGREES 25 MINUTES 39 SECONDS WEST
1501 RAHLING ROAD #1704
Northing: 186090:2069'
92.71 ; THENCE ALONG THE ARC OF A 236.54 FOOT RADIUS TO CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF ; NORTH 3
LITTLE ROCK, ARKANSAS 72223
DOROTHY
DEGREES 43 MINUTES 42 SECONDS WEST 141.89 FEET; THENCE SOUTH 89 DEGREES 46 MINUTES 14 SECONDS EAST LEAVING THE SAID CENTERLINE
PARKER
654.79 FEET TO A FOUND Y REBAR; THENCE NORTH 00 DFGREES16 MINUTES 21 SECONDS EAST 93.22 FEET TO A FOUND % REBAR; THENCE SOUTH
Date of Execution: 1/3/2013
ZONED R2
89 DEGREES 43 MINUTES 50 SECONDS EAST 251.54, RETURNING TO THE POINT OF BEGINNING, CONTAINING 10.91 ACRES MORE OR LESS. THIS
I'l,= EB�PONGET1
PROPERTY IS SUBJECT TO THE RIGHT OF -WAY OF 50 FOOT EASEMENT ALONG THE WESTERLY SIDE.
Instrument Number: 2013000779
_
440
DEREK R. AND JILL FRANKLIN
-
43o
FIP_
ROPOSED PRIVATE DRIVE ZONED R2
'�
24' OLD ARKANSAS CIRCLE
CALPOINrED
MALSTROM FAMILY NTERIOR STREET , _ r
LTD. COMPANY XIST. EDGE NO° 16' 21.00"E 93.2'
ZONED R2
OF PAVEMENT END STA# 18+90 SCt
20
10
CAL LCl9 ATED - -- -
- -
_ - -' - - - r - - =
POINT --- -- - _ -
4
WICINITY MAP
ENTRANCE Ago FIP -- _ - = - _ _ - -
- -� -- - - - = ` \ - - 400
PRIVATE BINLINDSEY
-- _
t<ELOPE6 COMMON tAAt
EASEMENT oo -� -_ -- . ----- - --- _ = FEE - -_ _ -_ ZONED R2Ro
BEGIN STA 0+00 ' - 8
cERnFI
$ g $ -g - �g CATE OF PRELIMINARY PLAT APPROVAL
__ - -- _ _ _ �_-- - 4x 1;rt �a \ _ d-__ All requirement of the Little Rock Subdivision
�90
N3° 43 42.00 W 141.9' T _ _ _ of a *- '-^'-`-�-------- --_----------- ARKA _-`- CLE --.--.. -- +'-- -_ __-- _ _ plop have beeRules and ndlfulfbmdtaalPProvaPoflthnarplat
- i _
qC�/(j�--_ EMENT is hereby granted, subject to the further
�. -�-- -- r __.15' BCOG - go- _ 9_. - o --- - 90 - 9 - r��\ , \ - -� - certificate Shall
ldexpire and Regulations. This
�- _ : 380 Re ul
. \ TRACK LINE LDC-=AC
y -- -- Date of Execution PlanningAdministrator
20' RADI CALCULATE g ¢ 00 2 C')
a.n Ac 0.17 AC o.17 Ac o.n Ace,. -
POINT - CV 1 15' BLDG SETBACK LINE- -- -� 6 ` 36O - __ i!3- - CERTIFICATE OF PRELIMINARY APPROVAL
z -� -- = All Rre requirements of the Pulaski Count
g 0.24 ACz 0..24 Ac_- - r -12+ 360 9 Y
EXISTING PRIVATE I d 90 90 90' q subdivision rules and regulations relative
> > - - _ - -5 - -- - _ -- -_- to the preparation and submittal of
WATER LINE �+ -- SEVER e -- - �- m m - - - -i' _ %o preliminary
of plat having sbhen fulfilled,
y------- r
n 15' BLDG DRAIN - _
ted
N20° 25' 42.67"W 92.7' CONE. 3�0 SETBACK LINE 100_ nj subject to further provisions of said rules
-- " - CO�ZRDNEN
11Y $AC�T� -- - -- F7P and regulations.
OUT PIT I -_ R E ( CGAMUNTIY _ FlM EON7ER O _ _. _. ,-3+ i5'-ACCESS --- --O - ',. AREA &GREENHOUSE 15' BLDG + - -
C ` G - _ -. -- - SETBACK LINE 1_I_- OMMUN TY - _
a ALCt ATED \ SETBACK LINE __ _- _ f0' -- --. - ___ t`s 1 - WORKSHOP Planning Administrator
2
Z P0. T - ------ - - ----
E
'- - DRAINAGE ESM'T ---- --- v i GARDEN CENTER -- '5p,0 Pulaski County Planning Board
_ go 90 90' 90' h ^ it+� & STORAGE Date of Execution
EXISTING BURIED N� 7 -_ _ -_ --- -- 1 L
. o z II----J
vA� L,� i .�. AC _ O. Q 340 _-- - CERTIFICATE OF SURVEYING ACCURACY
15' BLOC SETBACK LN€- 2
WATER LINE SIGN ^ °
O O AC - - I, Michael P. Marlar, hereby certify that this
Mi P y y
- - - ^ I aµF� I --- plat correctly represents a boundary survey
N17° 43' 26.00' W 123.8' m {
�-. _ 0.17 A - made by me and boundary markers shown hereon
" Od7 0.77-A 0.77 AC
EXISTING PRIVATE 4+00 L .SETBACK G 15' BLDG ACK LINE 15' BLDG E - I - I 1 - --�/ _ _- _ 330 actually exist and their locations, type, and
PUMP STATION -
I� .90 ' ' 0 i material are correctly shown.
DOROTHYAHRING 1 _
p = = -
ZONED R2 35 4 OLD ARKANSAS CIR LE _ %'
EXISTING MAUMELLE CALCU ATE �_� ___ ___ _ -- _ _ -___ _ __ ---- ARE BA - Date of Execution Michael P. Marlar
P01 T �, + -d �a' ENi + 1 SILT FENCE o Reg. Land Surveyor N0. 1240, AR
EASEM
WATER CORP. _ - m
MASTER METER =-Fs /; ii - -
o - -_ -+ 8 = = ii '%'�`ii L - _ _ CERTIFICATE OF ENGINEERING ACCURACY
v RE SACKED I, Michael P. Marlar, hereby certify that this
3
SILT FENCE _ __ _ -__ �=%� ��<1 _ _ -.20 plat correctly represents a plan made by me,
\ POSED - -_ f = - - _� ! , - --- 0- and that the engineering requirements of
„ -- - _ - - J� --_� ,_ _ the Little Rock Subdivision Rules and
N20° 55 02.00 W 129.0 SEW E� - AVEL SA ___ � _�-%j - d --\ Regulations have been complied with.
LOCATIONyo CREEK CHECKS`_ - N
\ - o Engineer 69
Date of Execution Michael P. Marlar
Reg. Prof. Engine NO
\ A T 0 ' ` - 07, AR
PROPOSE UNNED WE
EXISTING 4" MAUMELLE 32 - RICKYL. AND
WATER CORPORATION CALCUL TED STORM WATER WEATHE CREEK _ CHARLOTTE
WATER LINE PoIN DENTENTION \ �,\ - 3�0 45' 50.00"W 51.5' 3Io FINKBEINER
-- ZONED R2
EXIST.\EDGE ty UNDEVELO DCOMMON D FIP �\-\ 80` z5, 1"0.0 39.9, RIP RAP D _- _-
LEGEND:
OF PAVEMENT o -
N41° 12' 49.00"W 194.8'0 ?s, N�g 28 54, FOUND IRON PIN 0
W 3 .4 �'�.� \ CALCULATE - SET IRON PIN
ti Q 22
,9 \ DINT _ CALCULATED POINT
60' 30' 0' 60, 120' '� FIP CALCULATE '\� -- - BUILDING xxx.xx'
tys �\ POINT OP UTILITY EASEMENT - -
SCALE: 1 60' F JENNY LEA EASTHAM
NOTE:
1. THE LINEAR FEET OF INTERNAL PRIVATE STREET
1890 FEET.
2. AVERAGE SIZE LOT IS 0.21 ACRES. MINIMUM LOT
SIZE 0.17AC.
3. SUBDIVISION WILL TIE INTO MAUMELLE WATER
CORPORATION MAIN LOCATED ON THE PROPERTY.
4. THE PRIVATE DRIVE WILL BE MAINTAINED BY THE
OLD ARKANSAS SUBDIVISION PROPERTY OWNERS
ASSOCIATION AND A PERMANENT EASEMENT WILL
BE DEDICATED TO FOR THIS ROAD.
5. ALL LANDS OUTSIDE OF SUBDIVISION WILL BE
UNDEVELOPED/NATURAL AREAS ALSO
MAINTAINED BY THE PROPERTY OWNERS
ASSOCIATION.
6. BANK STABILIZATION WILL BE ACHIEVED BY THE
USE OF GABION MATS OR BASKETS OR SOME OTHER
SIMILAR FORM FOR BANK STABILIZATION.
EXIST. GATE
FIP. C-��
C LCULAT
POINT \ C LCULATED
POINT
%
JAMES M RAY ALC LATED X
FAMILY TRUST y
ZONED R2 P T \�
N36° 05' 49.00"W 36.4' X
0 O
,
ROBERT T. CROFT &
JO ELLEN CROFT
ZONED R2
REVOCABLE TRUST
ZONED R2 Flood Statement:
According to the FEMA Flood Insurance Rate Map (FIRM)
community panel no.: 0501790235E dated, JIJL. 16, 1996, the
above described property is located in ZONE C and DOES NOT
lie partly within the 100 year flood plain.
STATE or
ARKANSAS
NO. 1.240 O
C)
-»mmmo� w
BOUNDARY LINE
Easting: CENTER LINE ---4-1
FIP 1159001.9741' RIGHT-OF-WAY NOV I I�nT4 -
ANDREAKWASNY_Northing: FENCE LINE -_
CHRIST( HERDARRAG 185401.8358' WATER LINE - W
ZONED R2 50- 40 29.00"W STREAM 84.3'
MARLAR ENGINEERING CO., INC.
�� 5318 Johii F. Kennedy Boulevard
North Little Rock, Arkansas 721'16
INCORPORATED Phone: (501) 753-1987
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