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I l Spring Stre t Addition it
I Ruebel Addition I I Block 7; I
I _ Black 4
0° 14'54 1" W I! ' I
610.0 '
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Describe as S0'50'W 610.0' 001
{�b �D ; jk JB- Top 2-79 , 20
Fence - �1� -- � - - - - - - - - - �f �ilb
Inver 247.2' 1
�� // -----_ _ _ _ rL� Fence
)JB Top 279.3
Inv. 274.30 l I
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MH 8„ _ _ - -- -- = �'� Tog 7693 I I I I
i 0�� Inv. 27383 6/`83 �- -------- - idoriz. Ladder 0 \\ N
Bas>zball�� 1`° nv 273.23 txApD12
a �Sck Stop 3 Metal Bar txMH Top -274.0 Inv. 269.534" OakJ o Wood I ` \
i I , / h ��1 '\ �� Play �\ bbl \\,L'\rO \\� Inv. F7J.310
'b' "D- rL % Are I
rL I i / / o 0� •' \ Metal rl'\� / I
Cftnbing Metal
Metal Bari Climbing
DI Ory 1 ire Hy Fant / �� Metal \ Climbing \ Bars 1 ti�h b
Top 274.69
Climb in@ Bars I I } ti
2" Water Inv. 268.74 NO I ,' �� �0 Bars 1 0� o�
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LEGAL DESCRIPTION:
Beginning at a poi,,:.._ west line of SW;, NE4, 25' north
of the SW corner, SW;, NE'h, NEk, Section 15, TIN, R12W, which
point'is on the north lroperty line of West 29th Street;
thence east along north property line of West 29th Street,
466.6' parallel to the south line of the SW4, NE4, NE; to a
point which is on the west property line of South Main Street;
thence at an angle of 89°10' left, north 0°50' east, north
along the west property line of South Main Street, 610' to a
point which is on the south property line of W. 27th Street;
thence at an angle of 90050' left west along the south property
line of W. 27th Street, 466.6' to a point which is on the west
14ne of the SW;, NE;; 17Eh; thence at an angle of 89010' left,
�,JUL,, 0°50' west, south along the west line of the SWk, NEh,
NE;, 610' to the point of beginning, containing 6.12 acres
more or less_
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611105
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W 0-
�I NORTH
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'1 1°' DI
! 1-8_ P Top 278.82
Inv. 274.32 0' 30' 60' 90'
DI Scale: 1"=30'
J 6 1 } rL 1 Oak 1 I ° �� Y I To -p • 278.92 2" Water
- -- -- -- -- -- --1- ----;---� - -/ --------------rl COL' ,% �° (1. _ _ - �_ __ _ 10 ( Gv��e 1 ; Inv. -..._..._..._... ...
f `r' 6„ 273.7
MH i' c \ b`'� -- -- �•- -- - -- -- -- -- - �°+ 1 0 I 'I / I 8„
24 RCP 24" �CP I DI - - - -' gyp, 272.41 G° \ MH \ 01 rl�'� 1� C 1 ' -lb
- -
Inv. 2b�7 81 - \ Top 2�2.9�0 I MH `L \ro
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pl - - - - Top 274.10 - _ - ' Inv. 269.45\ Asphalt P \ o ; o p 278.00
k \ To 27 93 rL ,
P 5� I 1 /Inv. �7.0 , ��` \ Tires I Inv. 271,43 \ I� 1 :I ! �°•
To 274.60 27 , „ rL' Basketball 272.40
Inv. 267.5 / ; 'GO Lift
- - ; Top 271.20 I o, o ,
'rnv., 266.70 Metal �' I o� P�� �I 18 RCP
/ b Climbing 1D ��r} \� y�� J\�z� / rl'\ D Com] \ �` - -r Top 276.85
Bars�L� �G• �o�` ,\p� ,� o� \�lG ��� - �'`L Q°o+G ( T 25.70 �'\ II �I DI Inv.
'CT `1� rL ' r}1 `b I i i } I 271.80 I 4 ;1 Top 276 5
V - _ _ % o , i Inv. 271. 5
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b L ^i ti I tx 1 '1 - '
^!G°' <L� ' do 1 / / ' / / / ' I �� ( ` i N -4-j
1 i '%S'\ Q // T 274.02 / I I ` i o y X > Cf)
X12" bak8-_ ' I I �I l
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C)tK M� I0 } I ry0\b Ln
.Top n8-4 - :' M 1
03. / `L\� / 0�
Inv. 2608 M MH } } To 73.7
_ I 1 �T p 68.76 ; Top 69.57 } Inv 265.8 / ` \ 1 4
rL 1 Q boo b 263.76 ' Inv. 164.77 \ I J v i
�0 , l ,% I 1 \ 1 I Existing School \Building N !
I, Robert J. Richardson, RLS # 928 do hereby certify
that a survey crew under my supervision did perform
the field work and that the above plat is a correct
representation of the survey results.
I, r. 1 ` 1 - ' " Qe ; P BOUNDARY & TOPOGRAPHIC SURVEY
\ Conc. ;' y �- 1 \ \ 1 �` } FOR
�Cn
� 1 �Csurt%pall �o� '' �b� �Q ` 1 I LITTLE ROCK SCHOOL DISTRICT
II %
\\ �\rL�Q �. �1�D 1� \ `� c nv DATE: JULY 14, 1988
o ` � ' Robert J. Richardson
' - DI !•'\ 6' Conc. Walk rL� 1 `" ! Consulting Engineers, Inc.
/� i 1717 Rebsamen Park Road
1 p ` 1 ' Little Rock, Ar. 72202 (501) 884-0003
' To ,66.42 ' \ 0 \ \ \ \
DI 1\Inv. '262.68 ;' \ti`O bo' �` ° \ Asphalt Parking_ Lot 1 I 11� I� 1
Top 266.58 �• 1 �� DI To 870.33
Inv. 263.78 5 i- - - - \ 1 % CO I '
b bi . DI ; I ` Inv. 26�.-33 \ h I .._ -
rL `Lo I op 266.36 I 6" Water Main lender S�`W� ,\� 50 11 I ho Asphalt ti � Top 280.84
b Inv. 262.5 ; Fence `L \ � ' ��OokH
Inv. 274.89
6" Water wv d -- � -- - - ---- Q -J N � $
_ _...-wv. d.._, I �.\ _.. .._..._..._..._..._ _..._..._..._..._ _..._..._.. - •- - - - - - - - - - - - _..._. _. _ _..._.. //4-
M
Water
M
!'MHI To
Top 1266.03 lnl.
' Inv. I I
i � I
DI Top x66.03
i Inv /262.93
o bb�v , � \ � Qe �� \ \ 4 J / W
M
6.21 Toll 266.93 ryb \
61.21; Inv. 160.43
lb ��50 ° 1 E,
4'54r
11 i
48" RCP Described as NO'50'E 610.0'
Fired rant rt,'
Bolt ifi flange in
Muller 271.58
;
0.0
b-)6 11
'
ter QQ il"\
I�t(ruth Mai I Street ; (50'
1 I 1
I i 'ib o,b
!'r-----7r----
DI Top 269.93
Inv. 263.83
- - 48" RCP
/ / rL36, op 282.39
/ JB Tpp 280.50-/--/[ ?5? ; / / Inv. 275.34
/ 0„� v• W6-\
MH Top 281.82
2 Gas Main/ I __Inv_. 277.97__-_-•_-
G 1 24„ 6„ -
1 I o_ b CP-' '� JB Top 281.95
ep g` JB Top 280.55 Inv. 275.45
------� ---- \ 1°'' 0 Inv. 269.50
DI Top 2791.59
Inv. 268.91