HomeMy WebLinkAboutS-1339 Map 5_..... s-.._.._- s . s _ .. - --- EXISTING MANi10t.E-.. ',... s '--._ s __._
FND #5 REBAR s -._.." s ..".'" s .--.. a R M' $5440 s -- "`. [U
EXISTING MANHOLE 41393.34 INVERT 346 05 U)
RIM 351.46 E A 196197.84
INVERT 340.48- _ - _ W - w'-`--" W _W w
W - w---- w --- W ---- W-- W - / XISTING BACK OF CURB EXISTING
W--W--W-_-W --W-- WATER LINE
l _
FND. MONUMENT � 3 - �� / - .. _ J - - ti�' _ t WEST ST1�LL7 8C)'f7lt/t _
STREET &SIDEWALK IMPROVEMENTS TO BE MADE TO THE SOUTH SIDE OF
(X IN CONCRETE)' __�.. �_ _ --� ---.- Doi gY ,.-.,-,- -` \, _�,... y,_ r-„-, F __,-_- W. 367H. STREET PER MASTER / -- �- ®'- m - �- _"` `" e - '-` '-a- - _ _� _ _ „_ _ STREET PLAN ALONG THE LENGTH -- - -
r - PROPOSED._ PAY, MONUMENT' _- .- - sus-- /
T . ,,.. - _. -, TiAS-,- _. .:._,:v ;"\,-.,,-a \;- - OF PROPERTY ONLY N
S T 5 REBAR ' , 80.52 GAS - `
B _ 80.52 .' / / PROPOSED PAGIS MONUMENT r - - _ 80.59'-2 01 25. 1 - _ W/CAP SRPLS /j0128 \ --I- - - - -
N 141319.43 ) _ EXISTING - - ( - - - - _-.- . _--_ - -__ " \ C - / / SET 5 REBAR
_ _ 65.00-T`-"-------�-_F / I W/CAP (RPLS /0128 { EI 1196204.J.b✓ \ - 'i iEifF41DH� LINE _ -GAEXIS LINE _ ,r 10' RESTRICTED , -I F-(_65.00I I- 65 00 I- 65.00 N 141355.91
I c1 1 A 1 ACCESS EASEMENT I I LL I j - -I - _ 65.00- _ --:6 .0 I 152.66 __ �, .__. ,_ -- - ._. - .__ E 1197426.19
I EXISTING --_ - - I- - _ \ I i �, s r `-I r- - -. -- - - -i
( r Q FND. #4 REBAR
I LLT ( / OVERHEAD ELECTRIC �j I 1j ! I �1 r I r} l I ACCESS TEA$EMENT /,' 141284.99 I
_ j II I I { { f I Ira I: I / ./ E 1197152.43 I
i WESTBROOK SUBDIVISION I•(% 2 I LOT 'I LOT 1 _. 4 .L- _. LOT z I- LOT 3 1 1 \n ., ,
�i 1 \ LOT'4 I I / I 'I 1 1 I I :! /, I LOT 47
I I WESTBROOK Su801vls1aN wESTBRoaK suBDlb4510t{ _ I I '' \ ILOT 5 I I LOT 6 ,k I �f r LOT 7 { { t / I STONE14EDGE SUBDIVISION
/\ \ I I I, LOTS- { I L Ts I 1
n LOT 1p _ I LOT 11 I I
r FND. #4 REBAR
XISTDN MANHOi,L� 16� 0.09' WEST OF LINE
- �-
C L - = L - J-- - - L _ _ / - I• I �= h j i , / / 1 MANHOLE
tt�� colt
I -
NVES2X5.iS S I ! T
`7! '� 8T55'13" E 220.56' 16 54�70• I v I I 1 / / +�y+y�\
_ ' �LiCISTING
6s On y - - - LOT 12 I LOT 48 ! RIM
41 �sB.Bo
500' 55.43' 't INVERT
5TONEtiEUGE SUBDJVISION
PAGIS 2056 AZIMUTH MONUMENT x -"
pp����,,�```}yy�--j\ ALUMINUM CAP IN CONCRETE �` PASSING ZONE TO BE ' N _0� I I. / G9 �2 - --_- _ __ _ S 87'55'13" E %240.12' r'
\ N 137898.85 D PROPOSED ,c90 PLACE 0,00' INTERVALS - - _ _'n
E 1189660.00 /52.32 CES- i i DETENTION AREA �° { VILLA VISTA- LOP -gip' - -
\ \ PROPOSED VOLUME t 105350 CU. FT. ti" /\ C92 % \ C89 (' prI,tn C,-
t REQUIRED VOLUME 76000 CU. FT. ¢' - 'i I ( •�,r, J _ _ _ .l FIND. #4 REBAR
I�r 0.14' WEST Of LINE
L(1T 4 I n i BOTTOM 331 �' ' �I I 5 82' 63 43-. 6 .43 C88 I I
\ ` WESTBROOK SUBDIVISION /ryM � -{ I- -';- -I I-- - -- - �', 6343_ � 44100 � r \ I LET 49
\ \ { I . h� / '� _ - - _ I I- I� \\ I I , I o STONFHEDGE SUBDIVISION I »
l �\
\ \1 _
} a - LOT 69 / )
A� '.N a4•zs'3z" �E i16.ao �
--__-----��`t \G � \\ �--1--- ----
{
l \ _ LOT64 LOT50
LOT63• STON£FIEDGE SUBDIVISIONFND. /3 REBAR �/LOT 681 I
0,82' WEST OF LINE LOT67 . I
-LOT 14
LOT 65'
\\1�
{
wI
30' 0 ONEHEDGE SUBDILOT5 L
WESTBROOK SUBDIVISION LOT 59dI6
_LOTTO- 120' 'DRAINAGE'&1 I
680\TILITY EASEMENII LOT`T5 6 '
LOT 62 I I, p I o F�IDi /4 REBAR I I BAR SCALE:
{ \ \ ✓ \ S L. I m 0. 5' EAST OF LINE
/ \ �,.-- / G�\ \ I li r4A. I rah I I \ Iµ'• L �{ ,'
_: (. / / \ I I r \\ J 7.26' \.. i , t T96 - - _- _'..�. - 1 - - -- I STO14EFIEDGE SUBDIVISION I '"
1 FND, 63 REBAR,LOT 49 f -.. P� _.,.\ I I LOT 52 i ,,\ \` I. \ I O ` L-3"1;32 i- - _. -.,- -,- I -
N 0.09' WEST OF LINE I j G `� \ I .. �' REEK r
i / /^ I I r" 46.02'25' E 1 I a tz) I m
S 8 .), m �FNE{. �W REBAR 1 ILL
' { � � I __ _- I � I I s z7 36 \, , I LOT 16 .. , I
-. I {.. 21.1 \ I m 0.019 WEST-,(.1NE.
i L /v . - LOT 53 I z z \ I r. qG�F
J- - � � - _ � LOTl`61,. I o I �1 C..t1i :z3
1" Tea s9va E Tao zs 1 I I \ L Lx
I I I o 8/rara£HEDCE s I I w
i LOT6 I I l I L -\ J u9aivislarl ca
a I WEa"TBRlit
COK SUDDI'aEiSiOrJ ( r / N,t lG - ,� `I - I. { \\ \ \ I - T �..�
_LOT 54 \ I i- -
n I f \ FND M4 REBAR 'I CO
I�
LINE DATA TABLE
NUMBERI
DIRECTION
A
L1
S 47'04 47 W
25.00
25.00
L3
S 01'32 24 W
39.00
L4
53'48 47 W
60.30
_
N 53' 8 7 W
53.7
L6
N - - 10 E
97.50
L7
N 53.48 47 W
4.00
L8
88'S4 50
.0
L9
S 0'OS 35 E
74.46
L10
S 41*2 115 E
65.92
88'27 36
3177 8
I LOT 49 \t 9 �\OG N \ I- I r I I \ s Rr55'1 t is nti
i 3 EBAR \ \ \. CB tr-- \ - -\ - - L. 1. - k. h... „I I I I -_-- Lfi.L� N rl m I \ n 0.0T W ST c�F4E r
I / \ o_ c -{ \ 1 STONEI9EDG£ SUBDIVISION RIM 401,61
I FND / R e 8 tP J - -- _ I \ :\ " tl�, \-- _ , rn 7 1EXIST140 MANHOLE
0.10' EAST OF LINE I L_ - ' LOT 55 F L.,,,, \ ,� \ I �y a I _ LOT17 v I
I { 1 LOT 56 f 1 _ i L = I p L REVERT 391.51
i- --- y ---- I \
o
c>>\J I L I I \ LOT60 �I'I --- -�� n
XISTING MANHOLE 1 I �m �3 C11 --(3 i f \- w - ' ''FND. /14 REBAR
{ { ° -- .._. P7 �.•,- - _.._ 1 ( _- I `\ ,,n ti I- - - 0.07' EAST OF LINE I
RIM 332.26 \ - _ s c> +.. I I \ 1
"I INVERT 325.16 I\ i / \ \ s \ \ J I I I I \ �. > I I 111 01 55 Q i
{ I70• L.. ..., I -+ I \, -:....I I m , On, / ; I STONEHEDGE SUBDIVISION
LOT 7 { LOT.47 // � clz t _ � _ i LOT b7 1- 1 L \ I LOT
y
I w{ WESTBROOK SUBDIVISION : i I I /o / / / �' - 6?.97 J - --.. + �' \ f j- I \. �\ Iii r : ,° I
--_�-_/ . / Goo � -1 \ \ ` - \ \,' 1 1 J I I � FND. i4-REBAR ,_... _.._.�!-.leditvT
. FND. 3 REBAR;. ail 1 { / ✓ I (� � 0.5g• q8\ \.... �.� yL. I I _ \. \I I: I L -L-'� -'f � 0.04' WEST OF LINE M (J( o
/F ��� """ -*- - 32 - \ - I Imo. _` f \ 1 - - __71 _ i , a
__ ..- _ LOY10' WEST OF :,LINE - r- --I- 1.- -;1 -'t Gyp'. ':,/ l /' 1 I r \ \ 2p V/j•/q q\ )Ss Cg l, \ �. I ..� - I- - ' I LO% 56 .I
r/ { \ 38 .., 400 > .33• \ I I. _ \j i UU t•. Lt1
95.3z 1 / I ( In STONEHEDOE SUBDIVISION 0 � I< �.
11 \ r 6;6 'P/ LOT58 I t \� I 1 Ck Q
N as 3s'aa' ,, w 145.54' LOT �8 { LOT 89 I = - B' \ J I I 1 _ I LOT119 W l; IN
- j
W 38ft STREET (50'R 1` --�/ i /. _/ / r -\' c,3 , I I I 1 I 1 \FND. ii REBAR
t /..
_...._.i 95.7�' C \ of 8 \__` . \ ,I � .0 04' EAST OF LINE �
" LL FND. #3 REBAR � - - - - __ - .t , 1 - _ I I LIDT 90 I I I - - LOT 59 I � 15 00 L,t7T 57 Tit { 1 h
0`02' EAST OF LINE IIff RANGE EASEMENT <O t
' _ w r \ \ 1\ �,\ �\ \\ I i ID N STONEhEDGE SUBDIVISION I
\ 1
_ ., .... _,. -_ - I
I to, \ { \ I ` LOT 87 \ \ J i I LOT 91, I I I I \I % v ! {. I LOT 0 FND a REDAR -I
✓ I I \ 1
� ....-
1(
J O1 ?�.
0.06' WEST OF mLINE
LOT3 C;WES7BRDOK SUODIV51ON NI I-OT 5
-8
STONEHEOGE SUBDVARYING J LOT 92
IVISION
- - - - - - - - -
unuTYEAMENr rIIIi I
II I
�p(wfII 1
5'x5'
5' TRAN51
91 CIA, RAINAc��ASEMENT STANDARD
NANOLE . 1FND /4 REBAR4' WALK
RIM 333.48 T80 T\I
INVERT 325.13 LOTB6LOT 93
0•i6 WEST OF LINELOFw.-N
OL Io O -6.- STONEHEDGE SUBDIVISION PASSING ZONE
LOT45 <]LOT9
--
WESTBROOK SUBDIVISION °v Cry \ ` m Z �. _ _.� J \ \ '\, j,✓ G105\ \ _ 1 1 \• , I \ \ � "i - � � I "' STANDARD 5' TRANSI'
I
`\ \. \ ,...�` \ _ 0 =_ 34.3 CFS I 4' WAL
{ •'", Ldl , L - - _ - J I j F- \- - - - - - - \ \ .� I I I. I LOFT 94 j \ \ \ '4 1 o L-.. FND., #4_REBAR ___ - .- > i I
N `\ I \ \ LOT 81 f S 36 11 19.9 \\.. 1 _ ' ` \ o I LOT 22._, I I 0,13' WEST OF LINE 1 a
\ - I I SIDEWALK PASSING ZONE
Lor85 f I \ \\ \ I j 1 3 I {I NOT TO SCALE
o - j
\\ \\ I� �I s \ I I { l I• I ''i L ?1 LOT60 I m
LOT 1Ity LOT 44 I N 1 I _ I I I '., LOT S70NEHEDOE SUBDIVISION j I e,1,, \ T 70 N
LC u I WESTBROOK SUBDIVISION Ct (3 N J o I ` . '.0FIND. D. 4 REBAR
\ ' a 950' /OO6' WEST OF LINE /
( w
29 \ LOT 82
5.00' W w
" Cv LOT43 I m ( 1 ( // /^ / / \ \ LOT 79 \ �. I \ \ \ \ -TR16 MANHOLE
EIs
. \ I - - S 88'27'36" E 145.00' - _ I fRX1M 398.5B
i 1 I r /o �- \ \ \ \I \ \ J. ,I INVERT 3mm
I ( FND. �'3 REBAR 1 , ' \ LOT 84 / __ / / yy. r-Fs.o9'' + \ \ - JAMES AULWES DRIV
EXISTING MANHOLE 0.02' EAST OF LINE �\ / /
m RIM 340.59 ^ f\. `t \ \ _ LOT 71 - - - - - - -
I INVERT 334,14 ` \ z.ao' / / ryo, ° / \ .� LOT 78 \ `, 1 \ //I m Goo 9s 30'
LOT 11
i WESTBROOK SUBDIVISION
FND. /3 REBAR \ os \\ \ 6 \ LOT 8/3/y LOT 7\\\� f'0 \` . \ \ •
\'y )/ In LOT 6I 26' (BACK
LOT23 0.1 V EAST OF LINE LOT42 -1^ STONEHEDGE SUBDIVISION
, /\Of
CURVE DATA TABLE
NUMBER
LENGTH
RADIUS
CHORD D
CHORD L
DELTA
Cl
112.81
150.00
S21-22'31"E
110.17
43-05'23"
C2
117.81
150.00
S65-25'13"E
114.81
45-00'00"
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
61-53'18"
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"
CB
143.73
150.00
S26'21'48"E
138.29
54-53'57"
C9
52.801
150.00
S11'10110"W
52.52
20'10'00"
CIO
119.90
150.00
S44.09'10"W
116.74
45'48100"
C11
142.85
150.00
N85'39'50"W
137.52
54-34'00"
C12
32.98
150.00
S64'40'46"E
32.91
12'35'52"
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
82'58'45"
C16
10.32
125.00
SBS'33'22"E
10.31
4.43'43"
C17
9.58
175.00
M86-21108"W
9.58
3'OB'10"
CIS
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
44'51'00"
C21
49.06
50.00
S83'08'02"W
47.12
56-13'19"
C22
23.19
50.00
N55'2B'D9"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
N11'29'34"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
NO1.08'07"W
16.34
5.21'01"
C29
39.27
25.00
S43'27'36"E
35.36
go GO'00"
C30
37.89
25.00
S48-07'01"W
34.37
5650'45"
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
48'11'23"
C35
25.42
50.00
N60-11'43"W
25.15
29*07*56"
C36
39.08
50.00
N23.14'1 Sow
38.09
4e46'52"
C37
30.86
50.00
N16'49'53"E
30.37
35-21133"
C38
35.42
50.00
N54.48'20"E
34.68
40'35'20"
C39
33.24
50.00
S85'51'26"E
32.63
38'05'09"
C40
36.73
50.00
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
48.1 V23"
C43
38.55
25.00
N70-45'0I"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'S429"
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
SITOS'32"W
20.41
48'1 V23"
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
N86-02'01"E
30.95
36.03'37"
C531
34.97
50.00
S55'53'59"E
34.26
40-04'24"
C54
35.22
50.00
S15-41'01"E
34.50
Z02_1'31"
C55
64.56
50.00
S41'29'00"W
SO.16
73'58'30"
C56
5.15
50.00
SBi•25'25"W
5.15
554'21"
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
90.00'00"
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
SO6'S5'25"E
43.77
14'22'06"
C62
2.52
175.00
1 S00'40'24"W
2.52
0-49'32"
C63
39.16
25.00
1 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
S42'08'16"W
63.41
20'52'30"
C66
32.80
25.00
N14-59'13"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
48.1 V23"
C69
53.17
50.00
340'40'32"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
S57.27'44"W
51.50
61.59'25"
C72
93.19
50.00
N28'09'00"W
80.27106'47'07"
C73
21.03
25.00
a01008'52"W
20.41
48.11.23"
C74
32.95
25.00
S6'42'30"E
30.62
75*31'21"
C75
6.321
175.00
S82.33'54"W
6.32
2'04'09"
C76
60.331
175.00
N86'31'26"W
60.03
19'45'11"
IF rvv
50' RIGHT CF WAY
OF CURB - BACK OF CURB)
LOT12
u I M:ESTBNOOK SUBDIVISION I / \ \ f V\7 ," .,� \ i �f `! \ �`•. LOT 72
//. \ /S ` /.,\ 0 / \ ✓ - " 1 1/2" OF TYPE 2 BINDFc COURSE
C10$ / \ �.''>, \ \ \ - - - _ - - - I I N K, & 1 1/2- TYPE 3 SURFACE COURSE
//, / / \ \ \ LOT 73. \\\\ \/ GD'Q F /� ( T /� LOT 62 ON 5' OF COMPACTED GR'NULAR BASE
mL.,,--_ _._ -_._ -- - _-- _
/ / / \ _ \ _ ` \ / ,/ Gerry / I / / 5TONEHEiiGE SUBOtYPSlGNLU
i FND. g3 REBAR / LOT 41 I / LOT ' 6` J`
0.07' WEST OF LINE ' r' !a ! / / \ \ ✓ • "/ ? / / I
a { \LOT 74
I LOT 93 i\\ ^p �` /res0�1�`t //LOT 24 /e// �I FND. #4 REBAR I 1
`9 -j 0.02' WEST OF LINE
1 WESTBROOK SUBDIVISION I,r /•' \ \ \ /yti \/ \°' c48 } L,S,T\ y s \ / / / / j LOT 75 \ \ �j !6e ° �Cy \ / M �1 lh nl I
\ \ u / / ,aLyS srotaeNLO.I.63
O l /• - / C7 f I EDGE SUBDIVISION
/ / j 56C51 ' / ^ /i \ \ OwiaS OOk N7 �5
h LOT40 �P . ti �� o�, \
XISTING MANHOLE FND. /3 REBAR / SQ� _ -� 3 A �6 1.O P C43 \ I I
RIM :551.39 0.21 EAST 0, LINE 1/ / c, J\ ti + / \ \ \O _ �2. T \ `�, 'Sg 2 5 65 -(P' �. ., : L� 3a L'1\ / LOT 25 i
i I INVERT 346.29 \! / _ \ \ C99 - / tl !11 r .ONO , EAST E OF R LINE
\ i �1 A96 \p. i _J Lb? 64
i LOT 14 ( \
LOT 35 \ - e � CI
r - - _, - /\ \ ,, �,' / �I per\ STOPJEIIcGaE SUBD;ViS20N
o j WESTBROQY. SUBDIVISION ,< �3a. ,_ q ' % - C7 ,
LOTFND. /4 REBAR {
r FND. #3 RE(3AR - __ - - .\- .. _ _ L \ - / / \ / C46 1 I ' O ' 1
4 o I 0.08' EAST OF TUNE I- LOT 39C45 _ ,5 `, M I 0.21' WEST OF LINE
a LOT 15\ f / LOT 26
1.OI 65
j ' ,\ / \-. \_ ' . < "- � 41 STONFNEOGE SUBDIVISION
W WESTBROOK suBDlvtsloN II / \ { / 5CLOT 36 \ \ / za / // r� �L 1 1 G
x
rr _-'_._ _.... -.
N t ` \-,
o LL
Z a _ \
i _ / \ /� / 1 \
N 1 i .,.... ,_..-. __ - ___ _„-:., -t-` I' iC/ / I -j \ \ \ 7� ff l / I Ii 1 \ / \ \ /'�\-.-\� \ \\ 0 03' W EST OF LINE i I
LLII 1 FND. #5 REBAR \ LOT34/ (/ . � 1 LOIT31 \ 1 LOT29., / . - �s .� � \ \ LC7"i 56
0 0.1 V WEST 0lf LINE / / -_ .._ . LOT 38 .-_ - { \ / °i LOT 33 I LOT,32 \ - \ /` - STONEHEDGE SUBDIVISION
LOT 16 1 / REFERENCES:
N i We'STBROOK SUBDIVISION ,. 16" PINE, N20'E 9.92' ✓ ' / / -�
POINT OF BEGINNING TO- OAK, S45-W 14.50'. _. - I / \ ` _ LOT 27 ^}
v \ \ PROPOSED PAGIS MONUMENT, `,_ .. Be PINE, SO-E 19.26' - -- j / / / / //' { I 1 ! . \ 1 \ \ \ / t LOT 28- \\ - TO I _ - - 4 REBAR o t kND. 4"x4" CONCRETE MONUMENT -_ _...- - -_ ":41- V" \ \ \ \ / "i o FND. {�
�.
O \ N 140048.72, E 1196177.48 '' -- '" y'
SW CORNER,1;z` - J L - -_ - - L _ - -. L'. _ - 1 { 1 1 YG4 1 \ }, / / 11 \ ml 0.01 EAST OF LINE
I 1 F / \ Ltat fi7 I I
m \ SEC. 15, T E1 �N4R-E13/W. \ ` - - ,i -(- L _ - 1tr<\ - 1� - / 1 P•, _- \ \ _._ _ .. { STONI:HEDGE SUBDIVISION
- - - - - _J
PULASKI COUNTY, ARKANSAS / ."- - ' N 88"O 46 + W 944.41' ` `' `L _- l - _ _CS± �\ _,- ., - = 140016.52. E 1197118.33
w 1- y t, '•n - - -_ - FND. #4 REBAR i 1
I - -
13,
SUBGRADE COMPACTED 95 MSHO MOO PROCTOR
6 CROWNS
I STREET TO COMFORM TO ORDINANCE 98-24
N
y- r
TYPICAL STREET SECTION
NOT TO SCALE
p Ramp must cross street
!i perpendicular to center
line unless otherwise
e, approved by the Public ,
Works Depe
a I
LISTING MANHOLE
RIM 396.18 ,
Curb Beyon'
Expansion Joint at Guitar Section Constructed
P Monolithic
is Through to Supporting Bas w/ Gutter
Curb & Ramp Expansion
Poured Monolithic Joint
EE PW-53A
V Side Bare or 4' wide
p9 urb adjacent to ramp to amp Surface (12:1 Maximum Slope)
protect landscape. SECTION A -A
of I FF LEGEND
WERE
- 4'x4' min landin5 eras
-with maximum elope 1:50
each direction.
121 me>dmum ramp dupe -
Grooves et 3' center (1/2• depN)
TYPE 3 RAMP
EXPANSIONJOINTALTERNATE 2
NOT TO SCALE
* -Computed point
• -Found
monument
(D -Set
#5 RB/Plas. Cap
0 -Set
#5 Rb/Alum. Cap
(0-Sewer
Manhole
-Water
Valve
-i,�}-Fire
Hydrant
,.T1.7-Power
Pole
D)-Deeded
M
-Measured
P
-Platted
W. SM. 5T.
W
a
LL
VILLA VISTA SUB
W. 36fh.
RD.
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
I
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.
74 ROBINWOOD DRIVE
LITTLE ROCK, ARKANSAS 72227
_OPER/: FORD PROPERTIES HOMES L.L.0
WIDER 16328 INTERSTATE 30
BENTON, ARKANSAS 72015
IEERS: HOPE ENGINEERS INC.
203 LILLIAN STREET
BENTON, ARKANSAS 72015
OF SUBDIVISION: VILLA VISTA SUBDIVISION
IG CLASSIFICATION: R-2 (RESIDENTIAL)
CE OF TITLE: BOOK 641, PAGE 615
STREETS: 4189.21 L.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'
STREET RIGHT OF WAYS: 50'
STREET WIDTH: 26' BOC TO SOC
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
0/ •1 ATE OF
ARIAS \
STATE OF
ARKANSAS
1= ��� REGISTERED
- PROFESSIONAL
_
G BIGNATTRE P = ENGINEER it
1 gsc.sttn? •`' lot
No. 1975 �#1
��'AL LA�� t�LIAMW �0ii l
By affixing my seal and signature, I Douglas C. Shamborger, 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 J 050181 0010 E . Dated: November 03. 1993.
HOPE ENGINEERS, Inc.
203 Lillian Street
Benton Arkansas 72015
CTNE (501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
FORD PROPERTIES HOMES L.L.0
APR z 4 I111 PRELIMINARY PLAT
DATE: 03/26/2002 C.A.D. BY: C. TAYLOR DRAWING NUMBER:
REVISED: 04/24/02 CHECKED BY: 01-1044R1
SCALE: 1" = 60' SHEET NUMBER: 2 OF 9
500 0 9 N -ff D 5 1 2 9 0 160 1 -1388