HomeMy WebLinkAboutS-1339 Map 3a s _ _. s £XI u,fO &:kHHO1.E _ i..
FNDA #5 REBAR s __..,_., y .s _ a RIM ifi 46
EXISTING MANHOLE J'41393.34 Et'VER'F 346 05 UI
RIM 340AZ5t.46 _ E 4196197.84 I QI
INVERT 340.t.b-_ _ -.
-- W -•-- .-._ XISTING BACK OF CURB _ _ _ _ ' W w�- W �� W --- W W W .-._._. W �._ W..___ W �__.. W T\'E EXISTING - -..... W °i - - w
FND. MONUMENT f �r�` w,r\,".,v...�_re-'s.-"iLiT1�5, xT-��"'i '•; -c-r-^'--�, WATER LINE
(X IN CONCRETE), ,�"` Gas- - Gu- - __As :-�._BA.s =AAs �'ue, / _ _ E WEST 36th, STP.EET a17' I•��j'1r) - /
G - __
`PROPOSED"PAG MONUMENT- - .\ STREET &SIDEWALK IMPROVEMENTS TO BE MADE TO THE SOUTH SIDE OF - -- - - /
- j .. ;,--s"`�-;�5`---ram ate,,,,_• _.,_ 'r ° `�-�"C �--r _ -\ _fW_\36TH. STREET PER MASTER STREET PLAN ALONG THE LENGTH OF PROPERTY ONLY T3 /
SET #5 REBAR 80.52 8452'- - Z �''� tr
I W/CAP (RPLS #0128 \ r , - - - - - - 80.59' 2 01 25. ] ' _ - _ _ N/ " E 2 2.8
-1 EXISTING - - - _ j .: 65.00 - -T - / -J - .'e- 1-•' �. _-\ _ _.r,' _-z-_
I N 141319.43 t'` - -I I- - V - - - -" • 'C"< / PROPOSED PAGIS MONUMENT
fl 1196204.jFi' i ..� "�iEiFP-t{Oyf LINE ._- _E7GSTIN6 ..h. _ _ �' - - - - T L 65.D0 4 -' LL. \ ' �P ._,...'_ / SET #5 REBAR
_ ..
GAS LINE I 10' RESTRICTED �' I- - 65.0 -' --r--' - -_-__ / I W/CAP (RPLS #0728
- w - I I I I. I 65.0 , 152 66 - N 141355.91
EXISTING -i -- _ 1 \ 1 \ ACCESS EASEMENT I - - - r 65.00� T -- - - _ __. __ .__ - - ,,,_, - - E 1197426.91
I 1 OVERHEAD ELECTRIC \ - I I I I ; I i I I I I I i - 10' RESTRIQ19
TED ? FND. #4 REBAR -I I
LOT 3 i L(7 2/ i LOT 1 'LOT 1- -- _ LOT 2 I \o \ \ I I I % { I' / I I ACCESS EASEMENT /' 141284.99 i 1
WESTBROOK SUBDIVISION yy --LOTS ; \, x I I ( I I : I I I� I j , / �/ 1 E 1197152.43
WESTBROOR SUHDiV}SRO WESTBROOK SUtlDI�!}SiQI� 1 I ( I _ -_ \ LOT4 ' I 1 I. I , / ,/ /. I LOT
I/ LOT Z / I I I 1 / I 1 STONEHEOGE SUBDIVISION
V aA \ \ I I ! OT 5 I :LOT 6 I I I 47
I I I
I ! P
I LOT 8; h I L T 9, l i � LrOT FND. #4 REBAR J
ILSTING MANHOLE 671d I L T �.,,..... L /0.09' WEST OF LINE ;
�'y}RIM 331.21 S I ,- -, L54 70'
41NVE�325.11 I I -86 HQ1.F
l -
1 /
8T55'13" E 220.56' L - L -.- - __1 L/� J I . -i-�
/ / \ IHRIM O MAN
I I 1
t
� __ _. - __ __ -. ,- � A . - - � _i_ - _..._ - s. o' _ - �1 / ;( LOT 12 1 LC1T 48 i » INVERT 398.80
p 55.43' C1
PAGIS 2056 AZIMUTH MONUMENT / 5 x C7g \i� I'./ , C 1 /I / I SSONEHEDGE SUBDIVISION
. - PASSING
ALUMINUM CAP IN CONCRETE j rI ? _ ZONE_ TO
\ ON 137898.85 Q-OUT I'. f PROPOSED C9 C LACE ®2 --BE' - S 875513 E 240.12'
,E 1189660.00 �52.32 C. '.. 9 00 INTERVALS VIL.
DETENTION AREA ° C92 ea o ) LAV/STALOOP 5'0'g1�n �� \ \ o PROPOSED VOLUME 3 105350 CU. h?. ti /\. O C8g ( • •^ •"/ �,, - -` `"" -- -' ---` -•-
t \ » L ! REQUIRED VOLUME 76000 CU. FT. to
'\ - _IFND. #4 REBAR I i
f
- ,� o I BOTTOM 331 / 5 82' 63.43 . _ - - +- - -. '- r -I 0.14' WEST OF LINE
\ \ WESTBROOK SUBDIVISION 6 .43 63.43' - - C86
\` om,- - - 4400 \ \ r I LO' 49 I
I 1 i o'�// j 1 I- I� \, ". �9'',, I I `t I o STONEHEDGE sUBDIVISICH
LOT'73 16 I
I'
LOT 6s0 E 216.4
/---- -- --J
76»� - -
\ FND. #3 REBAR r LOT 68I I I 1 1) I 1 i LOT 64 1 'i \\ \',\ \ \ \t o - - - - - - - , J LOT 50 1 1
>i 0.82' WEST OF LINE 7 \ - \- \ I I I I LOT67 I I I I I I \ LOT63 STONENEDGE SUBDIVISION I
l \. I r 1 1 I I
L0I \ N1 m i
1) 66 I \, � LOT 14 I
/; \ \•, i I \. �„�� Q. ; II i I I I, i I I I I� ��;•. , 1 1 1 I I
\ LOTS / \\ \ I \ \ I, I ! I' 4 I LOT65,
\ WESTBROOK SUBDIVISION _ I I I, I 1 - �',-.. m I
_ N 4-
_LOT 50- - tE -- LOT 51 - I 1 1 I n \ 1 I II II \ 1 I I I•
I »w 6sTQNEHEDGGE SUBDIVISION
'p' TWTY EASEMENAt Y 'I I -
8
3'
LOT �5-' , BAR SCALE:
s6�i LF Di#4 REBAR
32 t2�I � • -- �r - -._ J. I IL _ -r ----,-i V. 5EAST OF LINEo� I ;LOT52`_( STONBHEDGE SUBDEVISIONLOT52FND. #3 REBAR LOT49
I
1
» i
m 1 0.09' WEST OF LINE'�-
%
N I I C _"7 46:oz'zs" E
m FNQ1. 4 REBAR I �"
L / ) I u 1 --( "--. _.._ I I_ -1 I I IS 88'2T1.1 \ I LOT.16 I W »
r SJ8•s9`14 -E 1 7 LOT 53 I z1.1 z z \ I o . 0.0 Y WEST
74o:2s .c I i �. I '� � \ LOT 61. 1•. I INc
- - _ _ ��({y I I I `�DILI
OT6r I L 3roNEHepGE sugDlvlswN i o »
I WESTBROQK suBDlsnslaW ` I I, Eli, eo _LOT54 FND. #4 R_BAR-
I
LINE DATA TABLE
L1
S 4T04 47 W
25.00
L2
N 46.48 35
25.00
3
S 01.32 24 W
39.00
L4
N 53.48 47 W
60.30
L_9
N 53' 8 47 W
53.72
L6
N 01'OS 0 E
97.50
L7
53'48 47 W
4.00
L8
S 88' 4 50-E
69.02
L9
S 50'O535 E
74.46
.10
S 41' 0 15 E
65.92
L11
7 36
3 78
I » I FND. #3 REBAR \ \CB 0.07' WEST OF LINE
/ s J L - - - J �_ I I LOT 55 \� I` -- - \ \ b I LOT'17 \: I ° LOT 54/ f I r
0.10' EAST OF LINE L _ - + _ �- C' q C7 C76 -. -. f I I �� -�. -� I \ . .,\ �{3 I e S1Jh.FHEDGh SUBDIVISION RIMS 401,614MANHOLE
__ E_ - 193:39 1 n I f I I .,- �_. \\., , - G I 1 -, 1 I. 1 iC-J I INNERS' 381.51
--I 383944 -t---- �w� \ °�\� I. I L I LOT56 f + I I CIO
-- X1snNo 2MANHoe.E \ I. c 11 - -1"s l,._. - ( _ I -. r . _ \ LOT 60 I - ,- ._..._. _._ __ `� »
q RIM 332
INVERT 325,16 ,., (� I i. I } ' / y - C>y\ \.i-- . I 1 I. I I - \ ,\ I. - �0.07• EAST E OF LINE
�I / f qs �� I I 1 I I ��\ I N' I> I I / L.OT 55
. / ' '0 L.,.. - \ , ,....I m m y10}?Et{EDGE SUBDIVISION LOi 7 Loral I / t- I LOT57 I I I I� N er,J
I " / c,Z _ _ _ I I LOT'18 / I
'{+"I WESTBROOK SUBDIVISION ., 1 /Go -... ,_ - 6z 9j J- ` t--. \ f 1...... .._ . I I \ \ I � J j m
�7
s IIIEBAR
1, (Sp� 832 _Vc\'�I • y e T r fII \\ y \ ' I\ I L%�kl1 _q,tt� ht
-
FND. #4 REBAR
FND; #�,$B0.04' WEST OF LINE0 1O WEST OF LINE - _ - - _ - ;56 us Q.
95.37 LOT 56w_ lI�
e
1
STONEHIEDGE SUBDIVISION
{ w + 1n1, N ea3s'aa ,w 1a5.sa' /LOT88 LOT89 I I \ r_ 385 rY/ °\ r I I I L I m U
1 -- -,- LOTi19 I -
rl W. 38th. STREET (50' R7Yl� --
!REBAR lLT I
e I L J #
,_.NI r l-J I I - T - 2 \ - 0)0.04 EAST OF LINE Z
yi ! 1 I '- 95.7s' s \ UI I \ �.. \ I I I : O) 4 m
FND. #3 REBAR - .L -._ - _ _ d - - - - - \� . -
ii •' 0�02' EAST OF LINE W r \ - -\ \ r-1,. `- -i i I LbT 9O L i 1 i �•\\ ., s\ ... ,- LOT59 I I RAC, AGE EASEMENT t�0 ST LOT 5rp
` I \ \ ', I _ \ _ N QNENEDGL SUBDIVISJON
I 1 I I _ I __ .a.._
i \ LOT 87 LOT 91; ' LOT 0 I
\ � o \ I�� m FNO. 4 REBAR
J � I
I #
^; \ I I l I i
I " I �I 1
I LO,%8 O ,.., LDT46 I "v I � I \ � \ oB \-_ �� ,. I 3, 0.06 WEST OF LINE I
I I ss ` / i
» I WESTBROOK SURDiV15itlN N1 LOT 58
I VARYING \ e N I
- LOT 92 - - - - - sraWENEDG£ so6o]VISION
- - - - - � UTILITY ''EASEMENT "' - - - - � \ � C -,� I- N I
1 - 1 _ \ \ 5
Ca I-15' N I i » IiI XISTING MANHOLE »:ti__ry. Z. 3n" `�I \ I \ •\. \\ ,.,\I I• I I\\
{`- - II I DRAINA ASEMEN�Ty-.
II
u(
STANDARD
5' TRANSITION
45 FND. #3 REBLOZ0.01' EAST OF LINE m
INVERT 326.13 LOT$0 ND. #4 REBAR 4 WALK
LOT93 0.16' WEST OF LINEI o L17
LO45 LOT 59 PASSING ZONE
O
LOT9 5'.5•
WESTBROOSTONEHEDGE 511MSIONK SUBDIVISION
»
I I d \ 17 \ -1 .`- STANDARD 5' TRANSITION
I L-_ - --- \ / LO`T94 m Q=34.3C I
4`4 + I� 1 \ '\ - I. t \ : i 4 WAL
• - - - I r LOT 61 ! S 36 11 1 _ o. . o d FNO. #4 REBAR
T I�. r �', Q I \ I \ \ 9. 9'7 \ V I � � ` � I 0,13' WEST OF LINE I
\ / \ ` _ \ I LOT 22 »
\ \ o ,\ I I I I I I I 1 I SIDEWALK PASSING ZONE DETAIL
I} » t 1 I m \LOT 85 \ 0 3 1
IlyC7- a ''I �I \ ( I� I I I I _ 1 I J
'I LOT 44' I I .\ \ \. I `� dI - 1 LOT 60 I. I NOT TO SCALE
Cl LOT 10 \ - \ I I •� - I I `. 1 I LOT 70 I N e _ STONEHEDGE SUBDIVISION I
i f I I -_
4: » WESTBROOK SUBDIVISION 0 ( •\ n
I i `--- -_ FND. #4 REBAR u
LQ +J - - - - o - 9
-_- I I a. 'i: i
1�1 � � �- � - - _ - - - _ - t� (- `• LO 82 //I � \ e I I '. 95.00' /0.06 WEST OF LINE
ii0t_E
I LOT 43 1 1 OT 84 / / /00 /f `y \. \LOT 79 \ \ \ i .\ \ \ \ I S 88.2_7'36" E 145.Go'IM 396.53
txfsnfaG MAW
I FND. #3 REBAR0h f i \ \ J \ J I - .TAME -- _ __ - __. _ {-` I m INVERT 385.38
MANHOLE 0.02' EAST OF LINE3AULWESDRIV
EXISTING M
» RIM 340.59 'o \ \ / / ✓ ^ fl \ \ \ 1 I \ J o
1INVERT 334A4 `LOT78LOT 11 o 2.40'
LOT 71
i WESTBROOK SUBDIVISION I
»
C8
117.101 150.00 I N20-49'31" W 114.151_ 44.43'48"11 11 � � � � �I 1�� 1 W. 361h.
150.00
361h.
Un 142.85 150.00 N85-39.50"W 137.52-iW;A'00" SITE LOCAnO
C12 32.98 150.00 S64'40'46"E 32.91 12'35'S2" *VILLA VISTA SUBDIVISIO C13 77.60 150,0()N56'09'28"W 76.74 29.38'27" W. 36th. STREET
C14 123.37 150.00 S64'53'56"E 119.92 4T0T22" sa G
C75 181.03 125.06 54142'08"E 165.62 82'58'45" " w. aarh
C16 10.32 125.00 S85'33'22"E 10.31 4'43'43"
C17 9.58 175 00 N86'21'OB"W 9.58 3.OB'10" COL GUNN RD.
50.00
C231 23.191 50.00IN28-53'49"WI 22.981 26.34'19"
C24
47.31
50.00
NII-29-34-E
45.56
s4'12-2e"
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.
C25
10.34
25.00
S09-3323"E
10.26
36'1850"
C27
25.00
S09'33'37"E
1o.2s
z3•a1'10"
c-
53.74
s3.7a
f7s.00
N12-36.25"W
53.52
17.35'3s"
628
16.34
175.00
NOt'OB'07"W
16.34
s•z1'o1"
C29
39.27
25.00
543 27'36"E
35.36
90.00'00"
68.991 175.001 N15 59 i6 EI 68.541 22'35'14"
C32
66.191
175.00
N38 06 58 E*529*07'56"
.40'10"
DATE OF EXECUTION NAME
REGISTERED PROFESSIONAL LAND
SURVEYOR
NO.C36
C33
32.95
25.00
Sli 1 22 W.31'zt"
C34
21.03
25.00
SSO 40 00 E-11'23"
C35
25.42
50.00
N60'1143"W07'S6"
C37
39.08
30.86
50.00
50.00
N23'14'19"W'46'S2"ARKANSAS
NI6'49'53"E.21.33"C38
35.a2
50.00
N54'4820"E'35.20"
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY:
C39
33.24
50.00
585-51-26E
32.63
36•os'o9"
Coo
50.00
S45.46'08"E
3s35
42.OS'27"
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 ------------
I ARKANSAS
C41
40.44
50.00
50-28'3
30.41
48*11'29"
C42
21.03
21.03
.00
"W
NO2'28'37'W
20.41
48'11'23"
c43
38.55
-21.00
N70'45'01"w
3a.ea
as•21'z6'•
ca4
zo.e3
175.00
N68'28'54"E
20.82
s a9'1s"
C45
60.49
175.00
NB1.47'40"E
60.19
19'48'17"
C46
60.81
175.00
S7a•20'57"E
60.56
19.54'29"
C47
44.54
175.00
S61.O6'15"E
4a.42
14-34'55"
C48
39.27
25.00
581'11'13"W
35.36
90.00'00"
C49
21.03
25.00
SI 2.05'32"W
20.4i
48.1 V23"
C50
5.15
50.00
N09-02.59"W
5.15
5.54'21"
C51
64.66
SMOG
N30.57'12"E
60.25
74.06'00"
C52
31.47
50.00
N86.02'01"E
30.95
36.03'37"
C53
34.97
50.00
S55-53'S9"E
34.26
40-04'24"
054
35.22
50.00
S15'41'01'E
34.50
40.2 V31"
C55
64.15
30.00
s41'29'00"W
65.15
73.54'3o'•
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
C56
_ 5.15
50.00
S81'25'25•W
5.15
5.54'21"
c57
21.03
25.i0
N60'i6'S5"E
20.41
48'11'23"
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 EXECUTIOAM N NE
L.R. PLANNING COMMISSION
C58
39.27
25.00
N08.48'47"W
35.36
90.00,00"
C59
73.79
t75.00
S41'44'02"E
73.24
24.09'31"
C61
43.89
175.00
521.52'52"E
47.34
I5•32'49"
c61
43.89
175.00
SO6.55'25"E
a3.77
f422'06"
C62
2.52
175.00
S00.40'24'W
2.52
O'49'32"
C63
39.16
25,00
N43-4rI7"W
35.28
gg•44's4"
C64
26.02
25.00
N61.31'08"E
24.86
59*38'14"
C65
63.76
175.00
S42'08'16"W
63.41
20.52'30"
C66
32.80
25.00
N1459'13"E
30.50
75•10'38"
C67
0.15
25.00
N22.46'28"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
S40.40'32"E
50.70
60.55'22"
C70
40.74
50.00
S13.07'35"W
39.62
46'40'52"
C71
54.10
50.00
S67.27'44"W
51.50
61.59'25"
C72
93.19
50.00
N28.09.00"w
80.27106-47.07"
BASIS OF BEARINGS
C731
21.031
25.00
SnrnR'S2"w
2O.m
An•„•o:"
ALL BEARINGS ARE BASED UPON PAGIS OBSERVATION
C761 60.
C77T 55.
18.29
125.00
S66.47'08"E
18.28
8.23'07"
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 CORNFR
OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, THENCE N
01'20'16" E 1271.05 FEET TO A SET 5 REBAR IN THE SOUTH RIGHT OF
#
WAY LINE OF WEST 36th. STREET; THENCE 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 STONEHEDGE SUBDIVISION, S 01°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 1/4 N 88-02'46" W
944.41 FEET TO THE POINT OF BEGINNING, CONTAINING 27.716 ACRES, MORE
OR LESS.
14.80
175.00
N68.33'21"W
14.79
4.50.41"
73.17
175.00
N54-09'22^w
72.63
23.57'17"
2.57
ns.00
N41'45'29"W
2s7
o sD'zs"
18.29
125.00
S45'31'47"E
18.28
6.23'05"
a1.61
-1 zs.o0
S63'S0'32"E
.
28.14'"
43.65
25.00
N51'47'44
20"E
38
38.44
100'29'53S3"
3.82
125.00
N00.39'49"E
3.82
1•as'o9'•
69.65
125.00 1
N39.05'38"W
156.93
77•as'as"
21.70
125.00 1
N82•56'52'W
21.67
9.56'42"
58.71
175.00
S78.18'35"E
58.43
19,13'16"
12.19
175.00
S66.42'11"E
12.19
3.59'32"
26.18
25.00 1
S85'I7'35"W
25.00
60•00'00"
71.03
50.00
S84'00'36"E
65.21
81.23'38"
53.36
50.00 1
S19.45'12"W
32.74
38.13'36"
z6.18
25.00 1
NOB-52-DO"E
25.00
6(roo-00"
55.90
175.00
S10'20'44"E
65.51
21.34'33"
36.99
25.00
Nd0.50'dR^W
33J1
RA•Aa 1O
C98
78.26
125.00
N47'08'04"E
78.99
35.52'25"OWNER:
HARRY J. & KATHLEEN ABURROW
74 ROBINWOOD DRIVE
LITTLE ROCK, ARKANSAS 72227
EVELOPER/: FORD PROPERTIES HOMES L.L.0
SUBDIVIDER 16328 INTERSTATE 30
BENTON, ARKANSAS 72015
NGINEERS% HOPE ENGINEERS INC.
203 LILLIAN STREET
BENTON, ARKANSAS 72015
AME OF SUBDIVISION: VILLA VISTA SUBDIVISION
ONING CLASSIFICATION: R-2 (RESIDENTIAL)
OURCE OF TITLE: BOOK 641, PAGE 615
EW STREETS: 4189.21 L.F.
AVERAGE LOT SIZE: 607120' (7200 S.F.)
NUMBER OF LOTS: 94
SOURCE OF WATER: CITY OF LITTLE ROCK
SOURCE OF SANITARY SEWER: CITY OF LITTLE
BUILDING SETBACKS:
FRONT-25' OR AS SHOWN
REAR-20' OR AS SHOWN
SIDE -INTERIOR 8'. EXTERIOR 25'
EASEMENTS:
FRONT-10' OR AS SHOWN
REAR-5' OR AS SHOWN
SIDE -INTERIOR 5', EXTERIOR 10'
WAYS STREET RIGHT OF : 50'
STREET WIDTH: WAYS:
BOC TO BOC
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"
CiD1
39.27
25.00
S08'48'47"E
35.36
90'00'00'•
C102
19.17
25.00
S58-09'27"W
18.71
43756'29"
C103
38.21
50.00
N58-14'12"E
37.29
43'47'00"
C104
81.96
50.00
N70-36'51"W
73.09
93.55'06"
C105
75.40
49.96
S79.13'40"W
68.45
B6.23'S2"
C106
45.39
50.00
510.01118"W
43.85
5 '00'S3"
C107
22.76
25.00
N10'06'02"E
21.99
52.10'22"
C108
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"
C710
27.27
125.00
S07.20'07"W
27.21
12'29'54"
C111
164.08
125.00
S51*11'20"W
152.55
75.12'34"
C112
64.42
1T5.00 N76.26.32'W
63.71
29.31'42"
PHASING NOTES
C113
7.19
125.00 N60.01'45"W
7.19
3.17'51"
PHASE 1 - LOTS 1-14 & 63-69 - 21 LOTS
PHASE 2 - LOTS 15-23, 59-62, 70 & 71 - 15 LOTS
PHASE 3 - LOTS 46-58 & 87-94 - 21 LOTS
PHASE 4 - LOTS 35-45 & 76-86 - 22 LOTS
PHASE 5 - LOTS 24-34 & 72-75
C114
38.48
175.00
564.40'46"E
38,40
12.35'52"
Cl 15
63.17
125.00 N56'29'59"W
62.50
28'57.25"
C116
1.49
125.00 1 N41'40'46"W
1.49
0•a1'o3"
Ell
20.50
175.00 1
S44-44.31"E
20.78
6.48'33"
C718
1—7
175.00
565.41'23"E
torso
3s•o5'12'
. _.._._ _ - - - I \ LOT 83/ e / \ \ \' \ \ » 50' RIGHT CF WAY
e / 1/ \ `
FND. #3 REBAR LOT 61 I
`\ \ , / Oo •ry0, �Q, y LOT 77 \ \ \ ��O \ \ \ / O I I of 26' (BACK OF CURB - BACK OF CURB
» i 0.11' EAST OF'LINE I Lor 42 "l /� . o, ,y LOT 23 S7'OLIENEDGE SUBDIVISION i 1 )
LOT 12
u I WESTBROOK SUBDIVISION I j / \ / \ ALA` \\ \\�•. 72
C I m
13' 13'
r /�\/a o" - - 1 1/2- OF TYPE 2 BINDEII COURSE
L - - -- _,., - - - - ,� I / / \ � \\� � / , � � LOT 73 \ / G°+ � - 7 , I FY & 1 1/2" TYPE 3 SURFAI COURSE
S / \ LO) 62 Q I ON 5. OF COMPACTED GKNULAR BASE
SUBDIVISION III
e. u SUBGRADE COMPACTED 95' ACSHO MOD. PROCTOR 2' a.0'
FND. #3 REBAR / LOT 41 m ` ' / 7 \ / �•-_ \ / ' / / ; ' 5TON£HEDf,E I I
1 0.0T WEST OF LINE ' / \ / T 16 -� , / / \ _ / Mti. / / I / /
u i i/ :\ ( / LO \ .� O C'J 6" CROWN
/ 4
\• \��.LOT74 \'\ „ , �3og 1, f , //// it
LOT 13 // j \ /a0 2� g /, \ \ \/ i / / \e / it 1
{ LOT 24 / / I FND. #4 REBAR I 111 I I srREEi TO coMFORM io o9ol AN
\\ /pti�' car )/�/ I LOT 75 \ \ bo°° t./ /
». I WESTBROOK 5UBOiVISloN ' I; /; / n _
1 ; _ 3• \ _ " / \ .. h /i �,( %lh 1 d I N CE 98 2a
- 0.02' WEST OF LINE 2 »
1,01-63
STONEHEDGE SUBDIVISION C)
T
»
FND. #3 REBAR / > /�%� �S\ c
XiSTiNG MANHOLE >i / . /y` 9 ^'e ° �' / \ : /, \a s. o < \ \ \'� �- • - ' �� d �6 ' - P C43 - . \ \ ✓ /
f LOT 40 / ,r,P !,` ti \ p, , �� .• Na !, � / / I I TYPICAL STREET SECTION
N LINE I/ 6 \ / \ Q L rP, C \, - .._.. ___ ._,.. _,_„ __. - _ NOT TO SCALE
RIM .351.39 / / �/ O . 2• / 1- :: SQ I I
0.21 EAST OF
c I INVERT 346..28 x. 6�`1P LOT 25 ...,I
FND. 4 REBAR - m
/ - � % / \ \ r, LQ. 1 ,� . d Cn 6 # Ramp must Dross street r
C99 �t1' q5 � Q, i L� i I 0.11' EAST OF LINE I � perpendicular to center
I t J '' line unless otherwise
�� a LOT35 \ / ed \ \ ��. ` E {E1 e
LOT 14 r
� I I WESTBROOK SUBDIVISION � - - - - - - - p3 - � `\ � � �� ^' � � � � STO,aEIi �� g
�0 s WorksDepartment.
e I approved b the Public
�
SUBDIVISION
--` "' -' -- •--- - I u Expansion Joint at Gutter Section
cA4 , �'� � � � LOT 30 1 1 n m �, -r ' I -I F�pan •
z m FND. #3 REBAR -. - -- - o \ / / \ , FND. 4 REBAR is Through to Supporting Bas
o I I LOT 39 -" / / / U46 - 1 I \ p I # is PP 9
- at I 0.08' EAST OF (LINE C / \ / / •C45 _ , , - e M 0.21' WEST CIF LINE Dint Curb & Ramp Expansion
n m 1 i I ._ __ S3 / \ " / ./� t' ` \ _ /� _ I •� Poured Monolithic Joint
¢ '� i ii . / ,� \ C52 ( i\ / ^' r _ - �\ 1 I{// '.. �'(3"' LOT 26 "' L.•O 1 65 I EE PW-63A
C LOT UB , I / \ \ � / / / ram -'7 e ., / 1 1 \ j ' / Iva � / \ �$�+ v� STONE" SUBDIVISION { 1' Side Dare or 4' wide
WESTBROOK SUBDIVISION `, �: .._ _ ._ .. j _, r (Y�LOT 36 \ '� // ' -"--1- -- - 1 - ` '- �.. ", \' '-I DIE
Curb Beyo.
Constructs
3Lonolithic
w/ Gutter
a - /I q 1 .,r i , \ G. /' XISTING MAN I urb adjacent to ram to
It: 1 ,' I -.L i`- - -. - - - - \ % 'V ,I,:^% / : L I \ \ \ '� ; \ C39 \ \� - _ P Surface (12:1 Marimum Slope)
1 tact lands P -
__ ...� -'• "",! / \- / �/ / / / I � j I / / INVERT 384.55
P P R7i.CTif1N A A
'� HIM 395.78 protect ca e.
' - -- I \ / -\ \ - \ I FND. #4 REBAR
» I I FND. 5 REBAR I - " / / / I I \ - / I o 10.03' WEST OF LINE
o i # - -. \ \ •. LOT 34 ; l / ' , 1 LOT 31
- 0.1 t' WEST 0 :LItiE / / LOT 38 I / / I 1 1 LOT 29., \ \ 1 t t T 6Lr I
�_-� _ . / LOT33 I LOT32 1 1 5T011EI,ELGE suBDlwsloN I'
1.OT '16 1 / REFERENCES: LOT 37 \ \/ f I I 1 w / / \ d38¢ { # WIDE
a \ ) WESTBROOK SUBDiVtSfON4 , 16" PINE. N20•E 9.92' - I
POINT OF BEGINNING I - 10" OAK, S45•W 14.50'. - _ I - i'' / f / / - I \ 1 1 \ • /'� - \ - I
a n 8" PINE,_ SO'E 19.26' -_ ,_ I - +' - ' #Qr� "� / / / / I I ` 1 `I i \. / �',.• LOT 28 \\ LOT 27 _I I 4'z4' men leading area
PROPOSED PAGIS MONUMENT ' I _
o \ 1 D. 4"x4' CONCRETE MONUMENT - _ _ ('S - /' - 1 / - - each
mazimum slaps L50
0 \ , N 140048.72, E 1196177.48 - - --' / / / I 1 1 'i t _.. o FND. #4 REBAR I 2:1 direction.
t_. SW CORNER, - - - - - - / ^i I 12:1 mmdmum remP elope.
1 _ .• - -- - J -_ - - -/ L - - - - / L I I 1 1 Y� 1 / \ \ ml 0.01' EAST OF LINE Groove. at 6' avaten (1/2• depth)
to
o
r
NE 1/4 SE 1/4, ie - - - -✓ -
SEC, 15, T-1-N, R-13-W, , L
o_
w�
a
_ _. , ' ' - - STONEHEODE SUBDIVISION _ r - > _ \ \ I TYPE 3 RAMP
PULASKI COUNTY, ARKANSAS d % ..: - - _- ._ - J 1- - ._ �-c
4
o.
_ __ _. ' �_ FND. #4 REBAR
- - - - - - I I EXPANSIONJOINTALTERNATE 2
N 88'0'1 46 W 944.41
j - / - E 1197118.33
- - ; NOTTOSCALE
A -Computed point
• -Found monumen
O -Set 15 RB/Plas. Cap
* -Set #5 Rb/Alum. Cap
(0 -Sewer Manhole
tx,J-Water Valve
.tj-Fire Hydrant
(MD Power Pole
(D)-Deeded
M -Measured
P)-Platted
IST /#ARK SAS
�O P11 _
4 O
STATE OF * * * %a
owl88 '= ��� REGISTERED
14
PROFESSIONAL
O C SIGNATURE ;, ENGINEER
�_ No. 1975 /
r�NAL LA�aL �`J /0oI
By affixing my seal and signature, I Douglas C. Shomborger, 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 Rate Map, panel # 050181 0010E Dated• November 03 1993
HOPE ENGINEERS, Inc.
203 Lillian Street
Benton, Arkansas 72015
GrNE (501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
FORD PROPERTIES HOMES L.L.0
e ;
APR 2 4 2uu2 PRELIMINARYPLAT
VILLA VISTA SUBDIVISION
DATE: 03/26/2002 C.A.D. BY: C. TAYLOR DRAWING NUMBER:
REVISED: 04/24/02 CHECKED BY: 01 _ 1 044 R 1
SCALE: 1" = 60' SHEET NUMBER: 2 OF 9
500 101 A/ 1 13W 0 15 210 160 1 1388