HomeMy WebLinkAboutS-1339 Map 1__,_ S .-__. 6 .- - - s RiAt- 854 46 S _" y EXISTING MANHOLE-` FNDf ir415REBAR
RIM 351.48 1393.34 LWERT 346 CS
INVERT 34C_71'ti. - E )196197.84
XISTING BACK OF CURBFXI
W..-...I;>G - _ WATER TING
END. MONUMENTizS
_ \
(X IN CONCRETE)
_...... ._._ --
PROP05ED-PAGlS"MONUMENT "---�--- -- -
i SET #5 REBAR 80.52 - 80.52'
I W/CAP (rRPS #0128 " - - - 90- 2
i N 141319.43 EXISTING - - - , r- - -
( 1196204.1b' -t iELERHQNE_LINE ._ _. EXIS
{ &` I I r{!`- GAS LINE
N
EXISTING
OVERHEAD ELECTRIC.;
{ LOTfi 1 " � I ' ( WESTBROOK SUBDIVISION LOLOT 1 4 I LOT 2 I LOT3 1 \
I I WE.STBRGOK SU 21.t?T 9 IDWISI01'! WESTBROOK SUBDiivisi0I)
_ II
%XISTING 331 M1�ANHQkLY' 6.t;'LA I °" L -`•
i, INVERT 3E'S.11 5 i i "EXISTING
336, zhNtaal..s `•- T - L- -
" 114VERT 332.E'l 87'35'16 E 220.56'
I --
PADIS 2056 AZIMUTH MONUMENT
ALUMINUM CAP IN CONCRETE
\ N 137898.85 ` PROPOSED
E 1189660.00 Q o T DETENTION AREA °a
52.32 IDES/ o PROPOSED VOLUME t 105350 CU. K
1 M1\ . REQUIRED VOLUME 76000 CU. FT.
11
\ LOTn Q BOTTOM 331
WESTBROOK SUBDIVISION
�w
\ 0
0
a
ri STI14 MANHO,:E E 21 �„ 6.40'
<!ti 325,27 h `-{4 84'2932
139
END. $3 REBARJ?
0.82' WEST OF LINE 1
\ I \ \ \ \ LOT 51
\" WESTBROOK SUBDIVISION
\ +'3S1iN:1i, MANHOLE
x
_,. wW w
-- -
INE
`>it'r.f
1 25.•i�NiPROPOSED PA9M N
UMENT
N5.00 / ET 5REBAR
65.0, - , r _.-_ / " W/CAP (RP S #0128
1 C RESTRICTED I- _ 65.001 N 141355.91
1 i ACCESS EASEMENT I - - -I I- F- :.� 152.66 `- "-- -_ -- -- ---- .__ ..__ E 1197426.19
1 \ r I (I I I -. - - _� I .- - r- � r-- _. - - r. - - - - -/711
FND. y�4 REBAR10'RESTRI TED
ACCW141284.99
ESS
EA
EMEN
TIE 1197152.43LOT4 1 + I + i. / i 01' 47
\ 1 OT 5 I LOT6 I! LOT 7 /,-= 1 r I' I : / 1 STONEHEDGE SUBDIVISION I
oA 11 f l / I SLOT 8 1 1 LOT I' I LOT 1b I I LOT 11 / ;' I I I
FND. #4 REBAR I
/0.09' WEST OF LINE
\,/� J L I i----�II 1----il• �-,--- I� I. 1. 1 ltl I ,/, // I�
. ` z -4.7-0' -- - %XISTNG MANFOiE
s5o6s.00-' / LOT 12 H RIM 410.00
55.43
INVERT 3se so
5 x 1 Cig. � I r C 1 \ I ,OIdEHEs.GE Si1BuiVd50H I
C 0 I P
?o PASSING ZONE TO BE _ S 87'55'13" E 240.12' C2 ` I I „
CBS C90 PLACE ®Z00' INTERVALS VILLA
VILLA VISTA LO P (50'
FND. /4 REBAR I y
r I
/\ I 5_.82' 63.43
6. 43 Cgg\\\t 0.14' WEST OF LINE
44.00 {F v1.0749F- (- STONCHEUGE SUBDIVISION I II m
LOT70 1 i 1 1 I I I vv o 2m
\ I LOT 69) I i I i LOT 65 I \ LOY 60
STONENEDGE SUBOIVISIC14 1
LOT68 I I I \ \\ \ I_
LOT 47 1 1 1 ';J I LOT,64 \ \ N\ LOT 14 I I
LOT 66lu
J !
L.L7T51 I
STONFE03E SUBDIVISION I 6 30' 6(
1 26'-DRAINAGE &I
INTY EAS�EMENJT y. `','_�a •.. "„�. n
\ 1 LOT 15 ,... m _., _ _ _ _... __... _.1
I LOT 63 m I f BAR SCALE:
1
J LOT 52 \ 66�� I ". I I I 1, { I v I I `f�` D, jE REBAR n
:t i ,' \ \ / C72 y _ 77• .� � S � �� `J {y � m - P.6)5' EAST OF LINE I
\ c \' e r �\ J �.223' �76= - - -'` \ � - �- --J sT'GNE L 17''a'2
_ _ _ - - - `k
._ -,. <, A , r - - - - - - - 1 HEDGE SUBDIVISION I G-
FND. /3 REBAR a<' LOT 49 / > C�\ t !. - � J I �_... r 1 '", 1 Q � � 3 12 _ - - - -... I
0.09' WEST OF LINE /' /Az-ct o G - - ''*...._ ¢REEK�� 1 N7 46 02'25" E ... �. _....,.. ..;.....� 7_
-
1 IS 88-27'36'. LOT 16 I F 0. #W T BAR I UI '^
L :fl `..•--I. I I 21.1 t0 0 ES 0 .LINE
J d T I I2. \ I I Li3Ft i_$ 1�
s I I Y rfia ssna E- �4D 2sL LOT 54 I I \ . LOT 62,
I `. •, o I y TONUIrDGE SUBDIVISION I to »
I WESTBROOK SUBDIVISION i + / <;\�2 LOT 53 �`, I. I \ . \� `\ - - J _ tLl
I \ s n _hLOT 55 I I I l \ -- 1 _ 1 "I
s \ -- , -
I ''C 9 0 cri f I� I 1 \ \,. I J n \-.. FND. "#4 REBAR_.. .
i LOT48 G \� r ----- -
t \ C6 . E m -`\�. 9.
I s I END. #3 REBAR j� \
\ 0.10' EAST OF LINE _ _ - - / ` 9.48� \o Cj5
-
.... - - - I-939'-
I -XISTiNG MANHOi.E
y RIM 332.26
! INVERT 325,16L 0,"
E /
OOK C I LOT 47 e /
I wl WESTBROOK aUut)�t pS{C7'9
w1 END, I REBAR
I g .....0 10 WEST OF LINE..
N 88'39'44" W 745.54' • /
i W. 38th. STREET 50' LQT 89
( RANJ '
w l
FND. 13 REBAR
rr-
I 0.02
W ,
U
I
1
I \ LOT 88 .�
�I I
I j L.d?T 8 `{_OT 46
b I _
I' a o N I
WESTBROOK .. 1 R OF. SUBDIVISION 1 BDiVi i N n 1 --- SOtd o a -
VARYING
�` UTILITY EASEMENT I I N F-
X65TING MAtii lOi.E FND. /3 REBAR - - - -
m .RIM 33348
1 INVERT i26.13. 0.01' EAST OF LINE _ I o old e I LOT 87
LT9 3 LOT45 I o • O
a oIJ
VdE57BROCK SUBDIViSICH r , " I z 'o L90
t.. L J r -
ll -- --�
lrr: w I � (q C'at
, LOT 86
H I L LOT 44
LOT 10
WESTBROOK SUBDiVf510AI "1 L-
i i - -- I
.1 _ -- -
t� w Ctl �.' I6.29
1 LOT 43 1 1 iOT 85 /
I END. 3 REBAR
I
� J
�i'.XiSTBdG MANHOLE 0.02' EAST OF LINE
' Rik 340.59
1 RIVERT 334.,14 /-",� \ 2-40' /
i WESTBROOK SUBD1ViSI0ta
t.1 FND. #3 REBAR r
w I 0.11' EAST OF LINE I LOT42
I
I LOT'12 ///
w i WESTBROOK SUBDiVISIMI 1 / / \ \ \eS
\ %
I I END. (d3 REBAR I I �
I 11 0 0T WEST OF LINE
LOT 13 1�
WESTBROOK SU8i)jV1SION
I v v i R-
END
. g3 REBAR " ham'/ / LOT 40-
'RXM53S�.39AtIWi"!.F 0.21' EAST OF LINE
a I INVERT 346.29 /
-- -7r-S`
L O 3.-$ r
,-
oa 1 I WESTBROOh 5UB01" S£9P5 ff
z m FND. L73 REBAR \ \
o g I LOT 39
I 0.08' EAST OF LINEFr C d \
< s / \
a � csz w I } / \
w WESTBROGti suB€)lvisfata 1 r C i,,WLOT36
=> \
L.l i END. #5 REBAR
° = 0 i i WEST OF LINE / / LOT 38
" " V , \x
1 I t i:1 Ito y / REFERENCES: �r LOT a7 \ V
1
o 1Vcn: u;dCc7K SJBOIVtSiOPL
16" PINE, N20'E 9.92'
m POINT OF BEGINNING 10" OAK, S45-W 14.50'
' PROPOSED PAGIS MONUMENT 8" PINE, S(YE 19.26'
..
o � 1 END. 4"x4" CONCRETE MONUMENT _� _
o \ N 140048.72, E 1196177.48 --_- - 1
SW CORNER.'
m o HE 1/4 SE 1/4,f``
> SEC. 15, T-1-N, R-13-W,1 "`"
r PULASKI COUNTY, ARKANSAS I
a �
LINE DATA TABLE
NUMB R
DIS AN
L1
S 7.04 47
25.00
L2
N 46.48 35 E
25.00
L3
S 01-32 2 W
39.00
L4
5 '48 47 W
60.30
LS
348 47
53.72
L6
N 01'0510 E
97.50
L7
'48 47 W
4.00
L8
S 88S4 50 E
69.02
A
50.05 35 E
74.46
L10
S 41'2015
6 .9
AlS
88.2 33
I T 'LOT.56 I I 1
� - - - - - __ _ 0 1 � ^ t 0 0T WEST OF LINE
48� \ I I �...,...I I m L OY 14 ( 11.j I '!EXISTING
.,.
C119 \ - I' I -�.LOT 17 �, I STOtiEjiEOGE SUBDIV'ISIO14 { C+ RIM 401.61AtIN0i�
\ LOT 57 IIPdVENT 39i.51
Lor61 L I"
_ C11 ..---- .__-t ._- fib .y..- I I C \' \ ,,n Q ,r -- FNO #4...REBAR._
\ C�9 I - - - - - -� 0 07L. $TOF J..r± LINE
ci 41.10, L-- I LOT58 I I \ �I� I / .. I
fi ,..'.__._� STONEHEDGE SUBuIVISI04I $fp till
l F- C7c, LOT18/ ° <I
,/ I ;' tACI (I¢°} 3
C�lq I/Q(q�0'SS'gZ,:... a83Z �..� _ \ \ \ vl 0.04' WEST OF LINE A3 mil'
0 VisrA \ ; 5 s 1'''tOT ss 1 \ - - - s tx
I 3e LOOP s 33 \ \ I ( - - L,C)'i 56 ttj v Il
83 /S� •p\V�yt� \ 1 _.F_`'� ) I I, SPOHEIiEDGE SUBDIVISION
m tR I
I I J I 6 l LOT 19 Ii4
I LOT 90 I __
3 ,
r S i
I � 5 l E 1 , I � .l
I FND. 4 REBAR Tt
f e
I
I � a\ I 0.04' EAST OFLINE� I : - - i
� __ I• I °.OT6D i I a z--f�l ")QI
yi- - c
LOT91 \ 1 h S -,� -
RAI AGE EASEMENIT� to
i.tST
N
ST '
P.n . SUBDIVISION
UiEEHE,., \ g >L I
o � N
I
I j
r I I _
f �6 J , LOT 92 I I { 1 o ` I I ;c ( T I10 I FND. /4 REBAR
30.06' WEST OF LINE I I
L $ r
v � O
Q NE 5�
DIVI§t0 N
N
C \/ I
I
LOT 93 a
f I'
I ` 4
1
\ \ h
MI I m 5' TRANSITION
-'g, m' I DRAINAc� EASEMENT ., , . STANDARD
LOT81 s I ,.''� "��C/ •- 1`\' LQL FND. �14 REBAR .,,I 4' WALK
0,16' WEST OF LINE
P y
LOT 94 I C/ `� L11 L I V) t l 59 I PASSING ZONE
/ ST5MENEOGE SUBDIVISION
I I I
� i � 5' TRANSITION
\ \ STANDARD
�/ � FS
_ \ \ \ I I. I c9 I
\ -� m o I I �FNO. /14 REBAR ` .._....... I 4' wAl
36'11'i9 - J I I I 1
9 o \� � \ � `' � LOT 22 0.13 WEST OF LINE •''
\ I I_
LOT q5 17 ''` I I SIDEWALK PASSING ZONE DETAIL
3 1
LOT 6!7 NOT TO SCALE
LOT 71 I N _ Sl'OHFFsF:OGE SU8I7iVi5FOE# I
LOT 83\ e , o <'9 _ - = - END. #4 REBAR I w
95.00, 0.06' WEST OF LINE f I
\ i MAN110LE
1EXi5Tif G
LOT 80 \ "\ � '' � � � IL _ s Ba•v'3s_E 14s.00' f <
u RI
M :,96.58
J _
85.38
JAMES AULWES DRIVE (50' i�M/J � u1VLRT 3
\ y LOT 72 a: rj 95.30'
/ O oh / \ \ GOT 79
LOT 84 \ i \ \
\\ layW M 1 ?r$5 LtI 26' (BACK 78 LOT23 STONEHEDGE SUBDIVISION I '.'. " is,
LOT 73
CURVE DATA TABLE
NUMBER
LENGTH
RADIUS
CHORD D
CHORD L
DELTA
C1
112.81
150.00
S21'22'31"E
110,17
43-05'23"
C2
117.81
150.00
565-25'13"E
114.81
45-00'00"
I
C3
117.10
150.00
N65-33'19"W
114.15
44'43'48"
C4
117.10
150.00
N20-49'31"W
114.15
44.43'48"
C5
162.02
150.00
N32'29'03"E
154.26
6V53'18"
C6
4.30
150.00
N64-14'59"E
4.30
1'38'34"
C7
160.00
150.00
S84-22'15"E
152.52
61.06'57"
C8
143.73
150.00
S26'21'48"E
138.29
5e53'S7"
C9
52.80
150.00
S11.10'10"W
52.52
20'10'00"
CIO
119.90
150.00
S44.09'10"W
116.74
45.48'00"
C11
142.85
150.00
N85'39'50"W
137.52
54-34'00"
C12
32.98
150.00
564'40 46 E
32.91
1 3 2 2' 5'S "
C13
77.60
150.00
N56.09'28"W
76.74
29'38'27"
C14
123.37
150.00
S64'53'56"E
119.92
47'07'22"
C15
181.03
125.00
S41'42'08"E
165.62
82'5B'45"
C16
10.32
125.00
S85-33'22"E
10.31
4-43'43"
C17
9.58
175.00
N86'21'08"W
9.58
3'08'10"
C18
_
60.50
175.00
N74-52'50"W
60.20
19'48'26"
C19
6.61
25.00
S72'33'07"E
6.59
15'09'00"
C20
19.57
25.00
N77-26'53"E
19.07
44.5l'00"
C21
49.06
50.00
S83'08'02"W
47.12
56'13'19"
C22
23.19
50.00
1,155.28'09"W
22.98
26*34'19"
C23
23.19
50.00
N28-53'49"W
22.98
26'34'19"
C24
47.31
50.00
NI1-29'34"E
45.56
54.12'28"
C25
_ 15.84
25.00
S20-26'23"W
15.58
36'18'50"
C26
10.34
25.00
S09'33'37"E
10.26
23-41'10"
C27
53.74
175.00
N12.36'25"W
53.52
17'35'35"
C28
16.34
175.00
1 NOI'08'07"W
16.34
5'21'01"
C29
39.27
25.00
S43.27'36"E
35.36
90'00'00"
C30
37.89
25.00
S48.07'01"W
34.37
86.50'45"
C31
68.99
175.00
N15.59'16"E
68.54
22.35'14"
C32
66.19
175.00
N38.06'58"E
65.79
21-40.10"
C33
32.95
25.00
S11.11'22"W
30.62
75.31'21"
C34
21.03
25.00
S50.40'00"E
20.41
4B'l V23"
C35
25.42
50.00
N60-11'43"W
25.15
29'07'56"
C361
39.08
50.00
N23-14.19-W
38.09
44.4652"
CC-371
30.86
50.00
N16'49'53"E
30.37
35-21'33"
C38'
3. 4,2r__50.00
N54-48.20"E
34.68
40-35'20"
-C39
33.24
50.00
585'51'26"E
32.63
38'05'09"
C401
36.731
50.00
1 S45'46'08"E
35.91
42.05'27"
C41
40.44
50.00
S01'33'10"E
39.35
46'20'29"
C42
21.03
25.00
NO2'28'37"W
20.41
48'11'23"
C43
38.55
25.00
Nm-451Ot"W
34.84
88.21'26"
C44
20.83
175.00
N68.28'54"E
20.82
6`49'15"
C45
60.49
175.00
N81-47'40"E
60.19
19'48'17"
C46
60.81
175.00
S78'20'57"E
60.50
19'54'29"
C47
44.54
175.00
S61'06'15"E
44.42
14*34*55"
C48
39.27
25.00
S81-11'13"W
35.36
90'00'00"
C49
21.03
25.00
SI2'05'32"W
20.41
48-11'23"
C50
5.15
50.00
N09.02'59"W
5.15
5'54'21"
C51
64.66
50.00
N30.57'12"E
60.25
74'06'00"
C52
31.47
50.00
N86-02'0I"E
30,95
36'03'61
C53
34.97
50.00
S55-53'59"E
34.26
40.04'24"
C54
35.22
50.00
S15'41'01"E
34.50
40'21'31"
C55
64.56
50.00
S41-29'00"W
60.16
73.58'30"
C56
5.15
50.00
S81'25'25"W
5.15
5'54'21"
C57
21.03
25.00
N60'16'55"E
20.41
48'11'23"
C58
39,27
25.00
NOB'48'47"W
35.36
90'0D'00"
C59
73.79
175.00
S41.44'02"E
73.24
24'09'31"
C60
47.48
175.00
S21-52'52"E
47.34
15.32'48"
C61
43.89
175.00
S06.55'25"E
43.77
14-22'06"
C62
2.52
175.00
SOO-40.24"W
2.52
0.49'32"
C63
_
39.16
25.00
N43.47'17"W
35.28
89-44'54"
C64
26.02
25.00
N61.31'08"E
24.86
59.38'14"
C65
63.76
175.00
S42-08'i6"W
63.41
20.52'30"
C66
32.80
25.00
N14-59'13"E
30.50
75'1 D'38"
C67
0.15
25.00
N22.4628"W
0.15
0.20'43"
C68
21.03
25.00
N47-02'31"W
20.41
48'11'23"
C69
53.17
50.00
540'40'32"E
50.70
60'55'22"
C70
40.74
50.00
S13.07'35"W
39.62
46'40.52"
C71
35.81
50.00
S56.59'09"W
35,05
41'02'14"
C72
38.68
50.00
N80'19'53"W
37.73
44-19'42"
C73
41.31
50.00
N34'30'03"W
40.14
47-19'58"
C74
31_48
50.00
N07.12'15"E
30.97
36.04*37"
C75
21.03
25.00
S01'08'52"W
20.41
48.1 V23"
C76
32.95
25.00
S60.4230"E
30.62
7531'21"
C77
55.79
175.00
N67'30'50"W
55.56
18.16'01"
C78
_
9.19
125.00
S60-29.12"E
9.19
4'12'45"
C79
18.29
125.00
S66.47'08"E
18.28
W23'07"
C80
_
14.80
175.00
N68"33'21"W
14.79
4.50'4F
C81
73.17
175.00
N54'0 ' 9 22 W
72.63
23'57'17"
C82
2.57
175.00
N41'45'29"W
2.57
0*50*29"
C83
18.29
125.00
S45'31'47"E
18.28
8'23'05"
Ce 4,_
C85
61_61
1 85
125.00
$63'50'32"E
60.99
28.14'24"
2500
N51'47'20"E
38 A f
100'29'53"
C86
3.82
125.00
N00',39-49-rl
3.82
INVW
C87
1,69.65
125.00
N39-05'38"W
156.93
77-45'45"
C88
21.70
125.00
N,,-,b S2"W
21.67
9.56'42"
C89
58.71
i .00 75
578'18'35"E
58.43
19'13'16"
C90
12.19
175.00
S66'42' 11 E
12.1 9
3'59'32"
C91
26.18
25.00
S85'17'35"W
25.00
60.00'00"
C92
71.03
50.00
S84'00'36"E
65.21
81'23'38"
C93
33.36
50.00
519'45'l 2"W
32.74
38.13'36"
C941
26. 18
25.00
NOB-52-00"E
25.00
60.00-OF
C95
65.90
175.00
S10'20'44"E
65.51
21'34'33"
C96
36.99
25.00
N40.50'48"W
33.71
84.46'23"
C97
60.34
125.00
N15.22'07"E
59.76
27`39'28"
C98
78.26
125.00
N47.08'04"E
76.99
35.52'25"
C99
132.36
125.00
S84.35'43"E
126,26
60-40'02"
C100
_ 0.98
125.00
S54.02'14"E
0.98
0.26'55"
C101
39.27
25.00
S09'48'47"E
35.36
90.00'00"
C102
19.17
25.00
S58-09'27"W
18.71
43.56'29"
C103
38.21
50.00
N58-14'12"E
37.29
43'47'00"
C104
81.96
50.00
N10.36'51"W
73.09
93.55'06"
C105
75.40
49.96
S79.13'40"W
68.45
86.23'52"
C106
45.39
50.00
S10.01'18"W
43.85
52.00'53"
C107
22.76
25.00
N70.06'02"E
21.99
52.10'22"
C708
39.27
25.00
N81'11'13"E
35.36
90'00'00"
C109
119.77
125.00
S26.21'48"E
115.24
54.53'57"
CIIO
27.27
125.00
S07'20'07"W
27.21
12'29'54"
Gill
164.08
125.00
S51'11'20"W
152.55
75-12'34"
C112
64.42
125.00
N76-26'32"W
63.71
29'31'42"
CI
7.19
125.00
NBC 01'45"W
7.19
3'17'51"
C114
38.48
175.00
--.-I.-.-
38,40
IT35'52"
C115
63.17
125.00
N56.29'59"W
6-
28'57'25"
C116
1.49
125.00
N41'40'46"W
1.49
0'41'03"
C717
20.80
175.00
S44-44-31"E
20.78
6.48'33"
C118
107.17
t75.00
S65.41'23"E
105.50
35'OS'12"
C119
66.65
175.00
N8T33'30"W
66.25
21.49'20"
50' RIGHT OF WAY
OF CURB - BACK OF
q
13'
C10a / \ 6 \ \ ,t / o" (-=" + 1 1/2" OF TYPE 2 BINDI,7 COURSE
LOT 74 \ ` 99 / - - -.- -- _ _ - , 1 & 1 1/2" TYPE 3 SURFA:E COURSE
- {//' / _ ON 5. OF COMPACTED GF+NUU.0 g 4'
LOT 7/ \ \ ,' ^_ f 1 o n I 1 a m SUBGRAOE COMPACTED 95' 1>c+n M
Q / / / �.,. .� \ \.. \ \ ry ' I Sic"iEtTLGL SU iDI.4SlG i a: SASE 5mE
I 00 PROCTOR 2' Y.'.1tK
h / C7 6" CROWN-7-
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LOT 24 > \FND. 34 REBAR tlE
LOT 76 \ �,. �\, V �6°00 �. / N 0.02' WEST OF LINE I a
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i TYPICAL STREET SECTICuLE POCK PLANNING COMMIS<
NOTToscALE OVED
SUBJECT TOTHE CONDITILOT 25
END. #4 REBAR 7 W / Ramp moat cross street AS NOTED IN THE PLANNING COMMI$C
C99 1L j 0.11' EAST OF LINE f line unlesscu otherwisetocenter
A96 J I I p MINU RECORD DATED `D D
LOT35 101
\ SUBDf�9Si0tT approved ar the Public BY;
v
>> _ �� , �, ' .. __ Works Department. s,
De ar ment.
1 I DATE: � Curb Beyo'
\ - ---- Aa A7 % C LOT 30 I rt�
` C i I n r '� -I' I - ---. ___I expansion Taint a Gutter ec ton onolittle
C46 1C45 \ I r ON21' WEST OF LINE ;1 Do #4 REBAR iExP Through Inn to Supporting Bas w/ Gutter
T_� �; /- \ y - 4-1 -l..T LOT26 a lfst65
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ExpainIEt
Ramp
Poured Monolithic
'EXISTING MANID
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/
1
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I
urb adjacent to renal. to
landscape.
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protect
LOT34,^
\I
LOT 29.
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LOT33 LOT32
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LOT 27
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of
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mezimum elope 1:50
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HANDICAP RAMP
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88'0 14fi", N/ 944.41'
- - - -
---.._,_-_,_
L
FIND. #4 REBAR j I
NOT TO SCALE
-
--
140016.52, E 1197118.3311 ;
• (12A Maximum Slope)
A -A
*
-Computed point
•
-Found monument
O
-Set #5 H/Plas. Cap
0
-Set #5 RID/Alum. Cap
$5
-Sewer Manhole
!-1-Water
Valve
(y-Fire
Hydrant
0)
Power Pole
D)-Deeded
M)-Measured
P)-Platted
ST.
SITE LOCATIO M 3 is
VILLA VISTA SUBDIVISIO a: ; IN i W
W. 36th. STREET G
c o �
0
w 3
A
W.
I, _ ______ HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL
SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH
AND FILED FOR RECORD AS REQUIRED.
DATE OF EXECUTION NAME
REGISTERED PROFESSIONAL LAND
SURVEYOR
ARKANSAS
I, ___________ __ HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAT MADE OR VERIFIED BY ME, AND THAT ENGINEERING
REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
SIGNED,
------------- ---- -_-_----- -------------
DATE OF EXECUTION NAME
REGISTERED PROFESSIONAL LAND
SURVEYOR
NO
ARKANSAS
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO
PRELIMINARY PLAT HAVING BEEN FULFILLED, APPROVAL OF THIS PLAT IS
HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND
REGULATIONS. THIS CERTIFICATE SHAL EXPIRE
DATE
SIGNED, -------------
DATE OF EXECUTION NAME
L.R. PLANNING COMMISSION
ALL BEARINGS ARE BASED UPON PAGIS OBSERVATION
ALL THAT PART OF THE NE 1/4 OF THE SE 1/4, SECTION 15, TOWNSHIP 1
NORTH, RANGE 13 WEST, SALINE COUNTY, ARKANSAS, LESS AND EXCEPT THE
EAST 380' THEREOF BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A 4"x4" CONCRETE MONUMENT FOR THE SOUTHWEST CORNER
OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, THENCE N
F" G 71 OS c O1'20 1 _ _ 12 7 F 1 _ FEE'T O T r• A SET #5 R..DAR IN THE SOUTH RIGHT OF
WAY LINE OF WEST 36th. STREET; 1HENCE ALONG SAID SOUTH RIGHT OF WAY
LINE S 87'55'13" E 948.91 FEET TO A FOUND #4 REBAR IN SAID SOUTH
RIGHT OF WAY LINE AND THE WEST LINE OF STONEHEDGE SUBDIVISION;
THENCE DEPARTING SAID SOUTH RIGHT OF LINE AND ALONG THE SAID WEST
LINE OF STONEH
EDGE SUBDIVISION S 0 ' ' i 32 24 W 1268.
93 FEET TO A
FOUND #4 REBAR ON THE SOUTH LINE OF THE NE 1/4 SE 1/4; THENCE
ALONG THE SAID SOUTH LINE OF THE NE 1/4 SE i/4 N 88.02'46" W
944.41 FEET TO THE PAINT OF BEGINNING, CONTAINING 27.716 ACRES, MORE
OR LESS.
WNER: HARRY J. & KATHLEE V N ABURROW AVERAGE LOT SIZE: 60'x120' (7200 S.F.)
74 ROBINWOOD DRIVE NUMBER OF LOTS: 94
LITTLE ROCK, ARKANSAS 72227 SOURCE OF WATER: CITY OF LITTLE ROCK
EVELOPER/: FORD PROPERTIES HOMES L.L.0 SOURCE OF SANITARY SEWER: CITY OF LITTLE ROC
SUBDIVIDER 16328 INTERSTATE 30 BUILDING SETBACKS:
BENTON, ARKANSAS 72015 FRONT-25' OR AS SHOWN
NGINEERS: HOPE ENGINEERS INC. REAR-20' OR AS SHOWN
203 LILLIAN STREET SIDE -INTERIOR 8'. EXTERIOR 25'
BENTON, ARKANSAS 72015 EASEMENTS:
AME OF SUBDIVISION: VILLA VISTA SUBDIVISION FRONT-10' OR AS SHOWN
ONING CLASSIFICATION: R-2 (RESIDENTIAL) REAR-5' OR AS SHOWN
OURCE OF TITLE: BOOK 641, PAGE 615 SIDE -INTERIOR 5% EXTERIOR 10'
EW STREETS: 4189.21 L.F. STREET RIGHT OF WAYS: 50'
STREET WIDTH: 26' BOC TO BOC
PHASE
1
- LOTS
1-14 & 64-70 -
21 LOTS
PHASE
6 - LOTS
35-41 -
7 LOTS
PHASE
2
- LOTS
15-23,
60-63, 71-72-
15 LOT
PHASE
7 - LOTS
77-84 -
8 LOTS
PHASE
3
- LOTS
90-95
& 54-59
- 12 LOTS
IPHASE
8 - LOTS
24-30 &
73-74 - 9 LOTS
I
PHASE
4
- LOTS
47-53
& 89 - 8
LOTS
PHASE
9 - LOTS
31-34 &
75-76 - 6 LOTS
PHASE
5
- LOTS
42-46
& 85-88
- 9 LOTS
ARKANSAS
TATE OF
A O. 1388 _ ��� REGISTERED
PROFESSIONAL
SIGNATURE
= ENGINEER �o
. Can ' clq �,T¢C,•s`' ,� : � * * * 1
st s 101t No. 1975 11/
j0
� _ 04
AL LAB /
= LIAM W� o,
"" 'a nn,,,,„„p'',,,,,
By affixing my seal and signature, I Douglas C. Shambarger, PLS No, 1388, hereby certify
that this drawing correctly depicts a survey compiled under my supervision.
NOTE: This survey was based on legal descriptions and title work furnished by others and
does not represent a title search.
No portion of the property described hereon lies within the 100 year flood plane, according
to the Federal Insurance Rafe Map, panel # 050181 0010E Dated: November 03 1993
HOPE ENGINEERS, Inc.
203 Lillian Street
Benton, Arkansas 72015
G1Nv (501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
FORD PROPERTIES HOMES L.L. C
PRELIMINARY PLAT
LA VISTA SUBDIVISION
A SUBDIVISION IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS
DATE: 03/26/2002 C.A.D. BY: C. TAYLOR DRAWING NUMBER:
REVISED: 04/24/02 CHECKEDBY. 01-1044R1
SCALE: 1 ' = 60' SHEET NUMBER: 2 OF 9
500 1 0 9 /V -/ 0 9 5 -10 1601 1388
>- G39