HomeMy WebLinkAboutS-1424-C Map 2PRAFL// INAR l' .
VICINITY MAP ,,,=2000'
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
11 ,HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BO
UNDARY 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
D.
RKANSAS
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I,�AK T 3. N{IAJ K- 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.
f
SIGNED, j �-
DATE OF EXECUTION _
S C%
NAME, REGISTERED ENGINEER
0. I z i 6 9 ARKANSAS
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE 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,
LR. 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 LITTLE ROCK WASTEWATER
LEGEND
-- e ---- BOUNDARY OF SUBDIVISION
- - - - - - - - - - - - - - BUILDING SETBACK LINE
LAND LINES OF SECTIONS
CONTOUR LINES; THESE LINES SHOW THE
GENERAL SHAPE OF THE LAND AS DETERMINED
FROM AERIAL PHOTOGRAMMETRY.
CONTOUR INTERVAL TWO FEET.
IRON PIN SET I S8715127 E
NW CORNER 1_- 5_ 7_ '30
NE1/4 SW1/4 I _q
[--�:�3
I S.3
PUBLIC T SHAPED
TURNAROUND 3
(TEMPORARY)
N
Ao vo N A
Scj�LC' \ 87849 47
'
W 6R•
�11
TJ'
"�I ^'•I. ,\�s�2• �� ems+
q \
oto see
"j o 5 S'
ro N `7-
W W NZ ¢8 44\ � >
Fj NVoi A) ^'`...
49
O�
ti I
( S�
5
_ Flu 9i
:n SS
C.P.TRACT J
I
4d i
STORM WALE .E
DETE N 6� 0 3
• �6sSiS+
I•� -gyp+C
59 \,
2 I IP see.a w
A=20.10'-
pIstNTE 01'L
ARUANNSAS
REGISTERED
ROFESSIOW s
>EN
if--No.12 ,�,+
J� IN/S o"7
C.P. (COMMON PROPERTIES) OPEN SPACE DATE OF SURVEY.
A = ARC LENGTH
R=20' ALL STREET INTERSECTIONS HAVE A
20' RADIUS CURVE
I "'I
3/4" REBAR FOUND C.P. TRACT J � `
SW CORNER *---- ��-
SUSAN D.
POMTREE
FUTURE DEVELOPMENT
024.24' --
727'37"W
NEALON M./
S USAN 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
PRELIMINARY PLATTED AREA ALL WITHIN CITY LIMITS
OF LITTLE ROCK.
AREA CURRENTLY ZONED AS R-2
a.h9h�
N7 j35.71
J
P' G.P?RAGT �
150.21.
/ 576 35 25"W
GENERA'_ NOTES:
1. CONTRACTOR SHALL PROVIDE A BARRICADE AT THE 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.
J. TEE TYPE TURNAROUND SHALL BE 80' IN LENGTH AND 31' IN
WIDTH. TURNAROUND SHALL BE REMOVED AT TIME OF ROAD
EXTENSION.
CURVE TABLE
NO.
DELTA
CHORD BEARING
RADIUS
ARC
C19
30015'22"
S44021'05"W-302.41'
579.37'
305.95'
C20
17`37'16"
S38024'34"E-40.01'
130.61'
40.17'
C21
11043'29"
S35027'41"E-16.47'
80.61'
16.50'
C22
19°12'02"
S21°31'24"E-37.80'
11-3.33'
3 .9S'
C23
10°32132"
S17'11'39"E-11.64'
63.33'
1i.65'
C24
797051'29"
N48°13152"E 5 .61
5G.00'
259.93'
025
54034'26"
N28037'43', 9.61'
25 O'
119
C26
58001'00"
N27°YI'25'W 1c9,73'
:75.00'
17 .20'
C27
47035'45"
S47°26'27"r 100.88'
125.C.r"
1C�3.84'
C28
56°49'20"
S,i4°03 15"rl 6, 53'
1.75
C29
40°21'50"
Sll 6 3"- "E-8 6'�'
'"i
8�06'
C30
40021'50"
S17`J6'71"E-120.75'
i
12;.28'
C31
26012'08"
1425
125
C32
26`12'08"
N2
C33
22040'41"
C34
20054'43"
SL9009'35"E-45.37'
125.00'
45.62'
C35
298°32'12"
N33"27,-
SO.Oi'
?^D.c.?'
C36
299°54'10"
S 3 0 '49' 55.07'
C31
40°30'25"
N62°43'52"E-':89.32,
2.74.::
i.9, 24'
C38
75°52'26"
N80`24'52"E-275.8 '
22 -,
2t''7.55'
C39
15°21'45"
S5 E a1 ,t
519 , ) I
11'
C40
15°21'45"
S55 2' 3"E 125 6^
47000'
126.02'
C42
29°36'19"
N73 14'21 E 8° 42
175.00'
90.42'
C43
29°36'19"
N/8 4'21' 6 .87'
1.25.00'
64.59'
C44
50°53'51"
567 '35'W D7.43`
125,00'
111.04'
C45
50°53'51"
S6755'35'N 50.40'
175.00'
155.46'
C46
300°OD'00"
N26 13'48"W 50.00'
50.00'
261.80'
C47
4°06130"
N49°34'36"W 54.21'
756.22'
54.23'
C48
4006'30"
N49°34'36"W 58.52'
816.22'
S8.53'
C49
17°33'21"
S70°25'35"E 83.73'
274.32'
84.05,
C50
11°08'30"
N67°13'10"W-33.98'
1_75.00'
34.03'
STREET WIDTHS
- 31' BIB WITH 5' SIDEWALK
CHESHIRE DRIVE
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
SIENNA LAKE BLOCK i
LEGAL DESCRIPTION
A PARCEL OF LAND LYING IN THE NW 1/4 Of THE
SE1/4, IN THE NE1/4 OF THE SWI/ 4 AND IN THE
SEl/4 OF THE NW1/4 OF SECTION 29; ALL OF
ih \TOWNSHIP 1 NORTH,RANGE 13 WEST,PULAS✓.I COLN Y,
\ ARKANSAS; BEING SORE VARY �U, ARLY DESCRIBE!', AS FO1...Oi4S:
BEGINN NG AT A POINT 666 R9 , ,T NORTH 2� I
'•L"O FEET EAST OF A FOUND pIPrAT dL
" X O CORNER OF THE SOUTHEAST 1/4 OF SAID SEC
ARKANSAS STATE P ti'v C. ,:4G A " Z7H _ 33
1 OF NORTH 128634.005 IEEI AN3 E_�ST c5t 95* nr T;
THENCE, S 59028'46 4 FORE A.76 "1;
THENCE, 305.95 FEET ALONG T14E ARC OF A
579.37 FOOT RADIUS CURVE TO THE IEFT,
/ - SAID ARC HAVING A CHORD OF
S 44021'05" W FOR 302.41 FEET;
THENCE, N 89°15'12" W FOR 97.SS FEET;
- THENCE, N 87°2'7'37" W FOR 1024.24 FEET;.
THENCE, N 01038'51" E FOR 1313.13 FEET;
THENCE, S 87015'27" E FOR 157.30 FEET;
- . THENCE, S 56045156" E FOR 398.08 FEET;
THENCE, N 62036'28" E FOR 129.7G FEET;
THENCE, N 49°00'56" E FOR 544.81 FEET;
ern+ THENCE, N 73039'16" F FOR 135.77 FEET;
THENCE, S 250111381, E FOR 412.88 FEET;
THENCE, S 19019'41" E FOR 241.66 FEET;
` THENCE, S 02°59'35" W FOR 111.62 FEET;
\D THENCE, S 10009'03 9 FOR 121.27 FEET;
THENCE, S 66021126 E FOR 50.00 FEET;
° THENCE, S 24003'04F FOR 366.36 FEET;
THENCE S 36044'46 W FOR 74.24 FEET
TO THE POINT OF BEGINNING, CONTAINING
42.516 ACRES, MORE OR LESS.
3 tic
9,A2P- U•58Oo
� 55g'L
SIENNA LAKE
6° BLOCK 1
1" PIPE FOUND -
m
SW COR. SE1/4 SEC.29
T-1-N,R-13-W
ARKANSAS STATE PLANE
%�61h� A,19 EAq, COORDINATES NORTH ZONE-NA.D33
/� Y NORTH=128634.005'
0 A, \) EAST=1185295.354'
e - 97.89'
1/2" REBAR� N89'15'12"W -
G�
S USAN D
POMTREE
EASEMENT NOTE
UNLESS SHOWN OTHERWISE ON THIS PLAT, ALL LOTS HAVE A SEVEN AND ONE-HALF
FOOT UTILITY 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
W1THIN 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 I)It1lItl�
1 of 1
HTLLSIDE LOTS (SLOPES 18% OR GREATER)
AVERAGE SLOPE FOR ALL HILLSIDE LOTS - 200
LOTS 1-4
LOTS 12-18
LOTS 25-27
1
LaTLE POCK PLANNING COMMISSION
APPHOVED,SUSJECTTOTHECONDITlONS
AS 'NOTED !N THE PLANNI 'COMISSION
RUD
M,qr VI y zoo/
VATS_ i0`l ALE: 1"I"--100 FEETY; �-
0 50 100 200
PRELIMINARY PLAT SCALE: 1" = 100'
DRAWN: WRS DATE: 4/07
SIENNA LAKE SUBDIVISI0"N CHECKED: DATE:
APPROVED: DATE:
BLOCK 3, LOTS 1-69 FILE NO:
LRKI Prepared By:
COOPER LAND DEVELOPMENT,114C.
DWG. NO: C1.02
CD903 NORTH 47TH STREET JOB FLED
ROGERS, ARKANSAS 72756 N0: IN:
COOPER (800) 648-6401
u rsernemr. w.