HomeMy WebLinkAboutS-0024-K Map 7CERTIFICATE OF PRELIMINARY SURVEYING
ACCURACY
I, hereby certify that
this pat correctly represents a
boundary survey made by me and all
monuments shown hereon actually exist.
and their location, size, type and
material are correctly shown.
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Date to o� Execution Name,
Land S'_=°yelo:
No. =, Arkansas
CERTIFICATE OF PRELIMINARY ENGINEERING "
ACCURACY
I, hereby certify that
this plat correctly represents a plat
r r
made by me, and that engineering
requirements of the Little Rock r I
I I
Subdivision Rules and Regulations have 1 I I I I I
been complied with. I
Signed n HI 5 L I
Date o Execution Name, Rbglsterec----1----1—_--
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Erc'_rser. No. &l ���' 1 11 11 / � � 5
520
CERTIFICATE OF4PREL'.MI<"R7 ->'AAT 4??LAVA
All requirements of the L._Lls _2oc.tI
Subdivision Rules and Reg•_..r'-_io-;s 1 1 V r I I 7SO /S'3 I 530
relative to the prepextcicn --d
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submittal of a Prelimina_ 71a_ avi.rc �� I I s- - °? I
been fulfilled, approval of this 31at is � ) I I Z `� I 5 la I y'43 (�7�.0.5 I -N £ 4
hereby granted, subjec* to fu=`_5e-- �' 11 1' I I . ' I I R ''0 —
provisions of said Rues and Regulations. This Ce-._f_ce_e she_". 11/V�'ro2\0' Ea mbNT
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Date a '—
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Signed 1 56� -- —
Date of Execution Name,
G.R. Planning
Commission
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�3t3° 7'A" JV
NE COR. OF THE NW 1/4,
SECTION 32, T-2-N, R-13-W
(POINT OF COMMENCEMENT)
Legal Descriptions
Part of the NW; of :Section 32-1`211,R 13 W, Little Rock,
Pulaski County, Arkansas more particularly described as
follows:
Commencing at the 14C corner of the Iqwj of Section 32,T-2N,
R-13-'W, thence 310 42' 52" E. 40.01 thence S 1 4�', 52" E
690.00' to the point of the beginning; thence,S 0 5' �3.0'E,
350'' thence, S 88 13' 3368"W, 135.059, thence, S 88 17'
8.0"''d, 50• 00W , thence, S 0 41' 51. 9" IV, 9g.190' , thence,
N 89 19' 4�.0" W, 170.000', thence, N 17 19' 43.0"W, 50.00',
thence,N 52 49' 43.0" W,90.00', thence, N 660 1.9' 43.0`446
90.000', thence, N 890 19' 43.0" 1W 110.00'. thence, S 60
40' ;7.0" W, 115.00', thence, S 206 40' 17.0"W, 185.00', thence,
(V 89 19' 43.0 "'W, 70.00', thence, 14 490 40' 31.8"W, 185.001,
thence, along a circular curve to th8 right N 15 33' 16.8"
131.143 chor$ distance, thence, N 15 33` 16.8" 8, 331,143 -
the.nce, N 18 33' 57.d" E, 105.00'. thence, Iv 73 46' 13.g"1:.
149.510', thence S 75 15' 37.0" t:, 50.630', thence, S 89.
19' 43.0" E, 674.050', thence, 5 670 38' 16" E. 54.100', thence.
:i 890 19' 43.0" a 150.000', thence to the point of beginning
said parcel containing 10.57 acres more or less.
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LOT-
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IP8*33'W, 64'3430° 47' 6°49 2C' cw 44'ZC
4 IS,64' ;S,C'4'
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G'3NE'RAL NOTESs
1. All front Buildin lines shown — are to be
25' unless btherw s6 noted•
- to be used for utilities
2. All easement shown----------
and/or drainage unless otherwise :noted.
3. All subdivision' corners and lot pins have been placed
In accordance with the subdivision ordinances.
4. All distances shown along; curves are Chord Distances.
;. All radii at intersections of street ROW are 25' unless
otherwise noted.
PQ tT7
6. All streets ROW is 50' in width -�' i(-:'
is 60' in width. nR wcv ,1
LPRELIMINARY
REVISIONS
BY
APPR.
DATE
PLAT OF
HILLSBOROUGH HEfGHTS
PHASE = FORK. BROWN
ROBERT J. RICHARDSON
CONSULTING ENGINEERS,
INC.
SUITE.hh
7101 WEST 11th
LITTLF ROCK, ARKANSAS Tn"
DESIGNELBYR
SCALE, I%Io Q_o"
DRAWN B
✓OB NO.
CHECKED
SHEET NO.DATE
5
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