HomeMy WebLinkAboutS-1424-C Map 4PRE, LIMINARY.
FUTURE a
DEYELOPlv1ENT
LD�K
V
FUTURE
DEVELOPMENT
LITTLE
VICINITY MAP pf 20001
CERTIFICATE_OF PRELIMINARY
SURVEYING ACCURACY
11 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 THE PLAT HAS BEEN SURVEYED AND DULY FILED FOR RECORD IN THE
OFFICES OF THE STATE SURVEYOR AND THE COUNTY CIRCUIT CLERK AND RECORDER WITHIN THE LAST SEVEN (7) YEARS.
DATE OF EXECUTION NAME
REGISTERED PROFESSIONAL
ND SURVEYOR
0.
RKANSAS
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
j j? AKT 3. 1` 1) rj l<- HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND
THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH-
1
SIGNED,
DATE OF EXECUTION _
-7
NAME, REGISTERED ENGINEER
INO. I_ Z 1 61 ARKANSAS
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVL TO THE PREPARATION AND
SUBMITTAL TO A PRELIMINARY PLAT HAVING BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT
TO FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE -
DATE
SIGNED,
DATE OF EXECUTION
NAME,
L.R. PLANNING COMMISSION
NAME OF LAND OWNER:
COOPER LAND DEVELOPMENT, INC. - 903 NORTH 47TH STREET ROGERS, AR. 72756
SOURCE OF TI'LE.-D.R. INSTRUMENT NO. 2004052513
SOURCE OF WATER SUPPLY: MEANS OF WASTEWATER DISPOSAL:
CENTRAL ARKANSAS WATER COMPANY I LITTLE ROCK WASTEWATER
LEGEND
N13-35,�7'E J
1 J
150.21' \ Y
/ S76 35 25"W
0
LA LA
Sa71s27•E FUTURE DEVELOPMENT kgA�� � � �
IRON PIN SET N h 0 N6 U
NW CORNER 157.30' / 25 Il ,W N6'� g3 f� `�
NE1/4 SW1/4-'I -- --� / ry0 Zoo Q0 136' po v rcn �7
N 27
I 5667 � pG1 6 .°o. og, �
s NOTEBE SETGIS IN ANNUMENTS AREA OF
Q (� 7\/ �524 I N5 AA"E
PUBLIC T-SHAPED S �B AS• UNDISTURBED OPEN SPACE AT 0 S / N66 N0 N9 0 4
TURNAROUND I 3 �O THE TIME OF THE FINAL PLAT. kg 9 a N70 0 V
(TEMPORARY) o s F s a g8 N
ADs N 9�? 623610 / �9 NONg 2` �'� 24A=11.65 4 O's? �,25 18.7A3"E
S 8778'49 °� N29' S �" A�61 ' 5 i
% y r3 \ . / Nti2 y5 Z 'w? yh n w /' N 69 0 c3
�0 0 47 ' Ag ,�° ca 14 �s 21.92 , 38, j 6% va
A,
•d t!� in � ? ry os � a'o NcO
L29
46 ti o a f a ^ y^ry °rn. 569 09g?6 \
w a �^ 13 ��"/� 15 23 25� w 69•h2
( 46¢. �h 6h 8 0 n) Z� $. \ N 15g 10 rA a
0h ? N83 rS o % 3k " o g9 2 s -,
¢5 F 70��W .Nk'p56� p" n 56575.27 a '' v 9 30
ti 145.75'
k'S ./ y � � T+� N62 •y 67 o p `I. \ s
o / 2 I n - ��, r Np��25 6j/ sue• 2 35 N84'29'29'E
\ .S) o m 15 �ro �✓ '� 16 �p F A' 245"W a ' 145.42' 3
o. 9 . \ N cn N 's t2' N
\ B s 44 •6 u $, 5 " N a. $73 m 3
6 cn .-��N/ 6 -� 1.58' cn of I
\,y0 •`l.°,69 N �' �N'. \A=9.63'I ? ry•'Z05 `rp. 19 �ij 3/ ton in
m \ y p4 ry 562 k 6g 0 l� �� Yy6 6 A$ • 21 J o M �25 o you
Q "t CN ,y`l• � g A=16.50'� �r N2 Q`
.� max. 6sr" / 7\ 9, u b N t7
^I hyN / L t3` �\ j 17 v * N88'34'49"E
NM ao �o \ 43 "W moo., N_ s6sro8'3o"w \ /
vo ) N \ O tiE y $A7 sa so-75 >� E 157.26
4.99 1Y 132.77' 4 3
p
I 5 ry ko N 125 m ^ N o
10 \' ' N'3• h =� 20 cb nj r-- 32 h0 N p�
.50 \ / \ 42, '4c3` 0 p q=� .0918 oM v o o••' o
25 W 2
hl
W
h
m
O
z
W�
Q
I
I
�I/;INTE C 3/4' REBAR FOUND I
SW CORNER
ARFA�NSAS
REGISTERED
'ROFESSIO, IN
BEN
N0.12 9
�4TJ
-- BOUNDARY OF SUBDIVISION
- - - - - - - - - - - - - - BUILDING SETBACK LINE
LAND LINES OF SECTIONS
CONTOUR LINES; THESE ONES SHOW THE
GENERAL SHAPE OF THE LAND AS DETERMINED
FROM AERIAL PHOTOGRAMMETRY.
CONTOUR INTERVAL TWO FEET.
C.P. (COMMON PROPERTIES) OPEN SPACE DATE OF SURVEY.
A= ARC LENGTH
R=20' ALL STREET INTERSECTIONS HAVE A
20' RADIUS CURVE
"� N rn j0.7 N6o
50 \,50 hg �� �i ` ` p _ �A=25.2�' .4 3j'g2, ro S8770'19"E I
°?y, vp +t7 ek 1p9.69' Qli ?�s ,9 �/ N 2 17335 {3' I a 116.86 Sss
A% o. 4, OS ry' N7�co
41Z N06 55'16'W ° 19 �. 2 F
kry�h Oy9 \ y0 / ktig `Q 1y B \ \ s 25 I v �� 25 1 L1 ry0 00 "a
5 ry 51 \ �i3 A=21280
yh ^� 0 N. Ko 9i
ss� 9kkryryk• 52 \ \ t kryry Po ��s soc'� NN' 9 \ ?sg,
R=20 s°3 ,
a g s kh \ 6SS• 0 0�
TSB ss ..y1 \ � 'L //�� o• •o `V /h\ F �� R% •• C�
F I �s Rom• 50 ` 4V �L i p� p�J' O 4 \S
9 °pti"`'' "S ss� 1 8
c,55 yLy /o\ h ;,\� ry� oy °o o- hg \ /
C.P.TRACT J �9 ti S `v KX.�o"
GENERA'_ NOTES:
1. CONTRACTOR SHALL PROVIDE A BARRICADE AT 7HE WEST END
OF CHESHIRE DRIVE AND THE EAST END OF AVONDALE LANE TO
BE REMOVED AT TIME OF ROAD EXTENSION.
2. A NPDES STORM WATER PERMIT SHALL BE OBTAINED FROM THE
ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY PRIOR TO
THE START OF CONSTRUCTION.
3. TEE TYPE TURNAROUND SHALL BE 80'IN LENGTH AND 31'1N
WIDTH. TURNAROUND SHALL BE REMOVED AT TIME OF ROAD
i EXTENSION.
CURVE TABLE
NO.
L ;. 'A
CHORD BEARING
RADIUS
ARC
C19
30 15'22"
S44°21'05"W-302.41'
579.37'
305.95'
C20
17037'16"
S38024134"E-40.01'
130.61'
40 7'
C21
11043'29"
S35027'41"E-16.47,
80.61,
C22
19012'02"
S21031'24"E-37.80'
113.33'
"1
C23
10032'32"
S17011'39"E 11 64'
63.33'
1 65'
C24
297051'29"
N48'13'52"E 51 6_'
5C.00'
25 93'
C
C25
54°34'26"
N28°37'43"'N11G 61'
C26
58001'00"
N27"57'25"W 169.'3'
O
C27
47035'45"
S47 26'°7 W 'LC.88'
21 '
-
C28
56049 20
SS2°03''S W ;66.`3'
75.. '
C29
40021 50'
S17 56 3 'E 8n L5'
S.
C30
40"1 50
S17 3-
C31
26012 08
N25°G •G 5
C32
26`i2'08'
N2. 0 1 " 1
7S.
w
C33
22*40191
C34
20054'13
S 9008 4 F. v 7'
25.30'
si
C35
298032112"
N3� 10'
50.00
C36
299`54'10'
S30 1� ,
-0. :7
26-
C37
40030'25"
N624+ b2 -- 8° 92'
2/4.32 -
193 94
C38
75°52'26"
N80 24'52'E-275 82'
224.32
<'r 0�'
C39
15°21'45"
S55 2'13"E 41.68'
530.00
'_4...1..'
C
C40
15021'45"
S55°i2113"E-125.64'
470.00'
126.02'
`1
C42
29036'10."
N78°_'4'21"E 89.42_'
1 5.00'
90.42'
h
C43
29036119"
N780 4'21"F-63.87'
125.00'
6".59'
�J
C44
50053'51"
S67055'35"W 107.43'
125.00'
111.04'
C45
50053'51"
S67'55'35"W-150.40'
175.00,
'55.46,
C46
300`00'00"
N26013'48"W-50.00'
50.00'
261.80'
C47
4006'30"
N49°34'36"W-54.21'
756.22'
54.23'
C48
4006'30"
N49034'36"W-58.52'
816.22'
S8.S3'
C49
17033121"
S70'25'35"E-83.73'
274.32'
84.05'
C50
11008'30"
N6701311.0"W-33.98,
173.00'
34.03'
j
�O
STREET
WIDTHS
CHESHIRE DRIVE
- 31' BIB WITH 5'
SIDEWALK
TRICKLE PLACE
- 26' BIB WITH 5'
SIDEWALK
AVONDALE LANE
- 26' BIB WITH 5'
SIDEWALK
CHARING WAY
- 26' BIB WITH 5'
SIDEWALK
NEWQUAY LANE
- 26' BIB WITH 5'
SIDEWALK
MOSSWOOD COVE
- 26' BIB WITH NO
SIDEWALK
39 a 6� sb m
N> by \ ,oc/ �� \ �0 ,1.� °�. `' 7 k�� / 1� D o I A=28.56'
oy�, XD 00 \ '?e• �1y' 'o °h o� g1 0� ry5' N n u ?
T981p8 If' yk�,p'JO\ `'f" �O \ kk 1� '`�T• k0 1�^bl-J�' 2 N n N
54 4 \ 0 3f3 4 1 6 d 11<' _-
56"� yg1� �q 1, ��j � y 1 6 'o? 9° A= 59 \ 5 Ok9g
19N2 6Nk9 k5 °T!, �� 50 \��R • 1G o`P°R•\ °5�ry� s� �Oo lOk 0g °� �l� N '�rN$•
WATE `' NtiN• a ykry N 2_ o \ k 1 , r
TIQit� "� 2A ? tis�b 55 8' \ �0 37 kF �9" ss k y� \ s� S�
y6 S• r sv 0 Rr 'o o• \ ov',
9 ?Po• Gysi 56?�io��. /p6V g1, R�0 O so, y11 6� ?T�r• S3• 5 .� 7i/I'S 3
Z s s s 41' rL R r ry I ° �ti•1
ems. p •o, �. + - J - - - k .�9..30� ��. ,0 36 �� ,sue?. `���56� 1p�1�a
60.87 74.82' _63.40 5 6i / %\{ram• \/ k N o� P y�� V� �0 96 may° ���g C�
A- S� 5�44 �. \s \� 'o \ kh h� �. s� oo• 8 • Q
59P •�I N863729'W A`2 66 �9• / 35 , s 5 tµPC(
59 2 0y A=60.82' 622$ r 5IJ ql 74.82' i it
/ ,u 90 4r�� Vh 0 y� 9 7o �` 1Lh1 1 --, -'5' 4 N59 k28/258
j �? 3 g ----- �s �, off' o
S82'17'10"W 1? 56 6°�\NJ/?\ v�Icr'i a B"5Q0°dry /ry�ryO\ee" lyi 2�'r \ ��NSN S P / 55g70
225.48' 10'P S�4¢ tt r 1�L 60/y n r"� ?6 P \ s \ ^:0 34 kpE p 50 �
q120• Yrp glv / �NU o•N`Jc'64 to N �c'>8. , 67 y Z
2292-17�.02' \'? I / N N� �" a Oo VS c `' 9 p� 1�j 9�
/ r , R' •'9" a N3° SIENNA LAKE
9 \�' = t.41' o >� o�• o" al y1/o y \ A�2t 5,�
_ r 9 R` Q /
Icn N Oo. ��" F` 68 ry� \q Bo. �9" D 6 lZ 1' PIPE FOUND BLOCK /
_ •� 'a SW COR. SEt/4 SEC.29
o S87�TrT7 E ° p�ry0y 61 ��j S87�T.3TE 23596' ss 1qS ryg°j /o\ !9
18762 RO• h \er �V T-1-N,R-13-W
.4' tks 109.96, Loi� 101.83' 7L 1 N82*1 '44'E S E' TO .1N -19 84 �y ARKANSAS STATE PLANE
VJ COORDINATES NORTH ZONE-NA093
C.P.TRACT J c3S872737E,O m CB3'2456 W Ss? 'N` A- NORTH- 286i '
Q USAN D.
POMTREE
SIENNA LAKE BLOCK 3
LEGAL DESCRIPTION
A PARCEL OF LAND LYING IN THE NW 1/4 OF THE
SE1/4, IN THE NEl/4 OF THE SW1i4 AND IN THE
SE1/4 OF THE NW1/4 OF SECTION 29; ALL OF
TOWNSHIP 1 NORTH,RANGE 13 WEST,PULASRI COUNTY,
ARKANSAS; BEING -MORE PARTICULARLY DESCRIBE'' AS FOLLO,IS:
BEGINN_NG AT A t'•DII - 666.39 FEET NORTH AN-,
FEET '�qST OF A 1" FOUND PIPE, AT TiE
CORNER OF THE SOUTHEAST 1/4 07 SAID SEC ,
AR{ANSA� STATE : P!p _ c .CAN F
OF NOR,' 2863E OC L 25 L,
THENCE, �S 59 28'46 ; ?R - 16
THENCE, 305.95 FEET ALONG THE ARC Or A
579.37 FOOT RADIUS CURVE TO 'L'HE LEFT,
SAID ARC HAVING A CHORD OF
S 44021'05" W FOR 302.41 FEET;
THENCE, N 89015'12" ➢i FOR 97.89 FEET;
THENCE, N 87027'37" W FOR 1.024.24 FEET;
THENCE, N 01038'51" E FOR 1313.13 FEET;
THENCE, S 87015127" E FOR 157.30 FEET;
THENCE, S 56°45'56" E FOR 388.08 FEET;
THENCE, N 62036128" E FOR 129.70 FEET;
THENCE, N 49000'56" E FOR 544. 81 FEET;
THENCE, N 13039'16" E FOR 135.77 FEET;
'THENCE, S 25011138" E FOR 412.88 FEET;
THENCE, S 19019'41" E FOR 241.66 FEET;
THENCE, S 02"59'35" W FOR 111.62 FEET;
THENCE, S 10009'03" W FOR 121.27 FEET;
THENCE, S 6602:'26" E FOR 50.00 FEET;
THENCE, S 24°03'04" E FOR 366.36 FEET;
THENCE S 36044148" 61 FOR 74.24 FEET
TO THE POINT OF BEGINNING, CONTAINING
42,516 ACRES, MORE. OR LESS.
HILLSIDE LOTS (SLOPES 18% OR GREATER)
AVERAGE SLOPE FOR ALL HILLSIDE LOTS - 20%
LOTS 1-4
SOTS 12-18
LOTS 25-27
199.21 w C.P.TRACT J ?' r 0 h -1 4.005 pJ
`rS• °6' g'� h '� EAST=1185295.354' LITT 4T
N872737"W 91
¢
1/2" REBAR"le N8995'12"W
NEAL ON M.
SUSAN D.
POMTREE
LINEAR FEET OF INTERNAL STREETS - 4440 LF
AVERAGE LOT SIZE 100' X 150' -15000 SQ.FT.
MINIMUM LOT SIZE 100' X 125' -12500 SQ.FT.
NUMBER OF LOTS - 69 LOTS
LABELED COMMON PROPERTIES - OPEN SPACE
RELIMINARY PLATTED AREA ALL WITHIN CITY LIMITS
F LITTLE ROCK.
REA CURRENTLY ZONED AS R-2
SUSAN D.
POMTREE
EASEMENT N07E
UNLESS SHOWN OTHERWISE ON THIS PLAT, ALL LOTS HAVE A SEVEN AND ONE-HALF
FOOT U7ILITY AND DRAINAGE EASEMENT ON THE INTERIOR OF ALL LOT LINES,
SUCH EASEMENTS TO BE PARALLEL WITH THE CORRESPONDING LOT LINE.
FLOOD ZONE NOTES
THERE ARE NO PORTIONS OF THE PROPERTY PLATTED HEREON LYING
WITHIN A SPECIAL FLOOD HAZARD AREA, AS SHOWN ON FLOOD
INSURANCE RATE MAP PANEL NOS. 050179-0383 D AND
050179-391 C WHICH BEAR EFFECTIVE DATES OF 07-16-96 AND
05-16-83, RESPECTIVELY.
SHEET (SIEflflR
1 OF 1
LE ROCK PLANNING COMMISSION
APPROVED, SUBJECTTO THE CONDITIONS
�RNOTEnINTHE PLANNgfO�i{' 1 RFC FT-A7T-ID
MINUTE ORD DATED MISSION
BY. ------ MAY 0 9 zuu/
DATE: BY:
SCALE. 1"=100 FEET
(.� 0 50 100 200
PRELIMINARY PLAT SCALE: 1 " = 100'
DRAWN: WRS DATE: 4/07
SIENNA LAKE SUBDIVISION CHECKED: DATE:
APPROVED: DATE:
BLOCK 3, LOTS 1-69 FILE N0:
PULASKI COUNTY. ARKANSAS DWG. NO: C1-02
UK[903
Prepared By:
NORTH 47TH STREET
ROGERS,
JOB
N0:
FILED
IN:
ARKANSAS 72756
,,
COOPER LAND DEVELOPMENT,II•IC.
COOPER
um uer�e.
(800) 648-6401
vE