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SIENNA LAKE SUBDIVISION. -- `
PHASE II, BLOCK 2 p - 10
LEGAL DESCRIPTION \ t866.4t' EAsr -al
A PARCEL OF LAND LYING IN THE NW 1/4 OF THE SE1/4 AND IN THE z y�h
SW1/4 OF THE NE1/4 OF SECTION 29; ALL OF TOWNSHIP 1 NORTH, RANGE �� °'ay
13 WEST, PULASKI COUNTY, ARKANSAS; BEING MORE PARTICULARLY --- f r, §
DESCRIBED AS FOLLOWS: Q 380 \ . Qti� w T21
`. //4' REBAR FOUND o' ,} • F
BEGINNING AT A POINT 1666.39 FEET NORTH AND 291.61 FEET EAST OF A t 1W COR. NE1/4, ® ? �5o°�y�ti 100 YEAR FLOODING
„ 3 - SW 1/4, SEC.29 'sg° LOT 9 EFFECTS FROM
1 FOUND PIPE, AT THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF 90 Q T-1-N,R-13-W 's s SIENNA LAKE
SAID SEC11ON 29, ARKANSAS STATE PLANE COORDINATES NORTH / ARKANSAS STATE PLANE ,1` ? , a.266'AC. 12 9
s y s '�'+ ELEV. 347.27'
ZONE-NAD83 CF NORTH 128634.005 FEET AND EAST 1185295.354 FEET; COORDINATES NORTH"' a6
THENCE, N 59'28'46" E FOR 296.94 FEET; THENCE, 173.77 FEET ALONG ZONE=NAD83 IT° 1/e � 3s° 9 � k,5 c
THE ARC OF A 999.12 FOOT RADIUS CURVE TO THE LEFT, SAID ARC J 0 / NORTH=129999:409' �`` >,� 3s3� w P 13 Dr
LZ' EAST=1184031:543' Q 6 . N o9 as'az' oe t+ °. 6y ,
HAVING A CHORD OF N 54'29'49° E FOR 173.55 FEET; THENCE, N o� o soot a - oi`s s o�°�a��•'cp°
ILLJ47'15'02° W FOR 348.65 FEET, THENCE, N 30'09'26" W FOR 139.68 FEET; N-az°3357• s5s � , s °0 y`6
THENCE, N 16'45'07" W FOR 110.22 FEET; THENCE, N 02'00'03" W FOR
129.38 FEET; THENCE, N 18'44'14" E FOR 109.61 FEET; THENCE, Nvy�����P° 14 �2a
3433'37" E FOR 172.29 FEET; THENCE, N 50'30'34" E FOR 185.86 FEET; $' ry h p c�b� 12 �� �° h oti�•h� v �~
THENCE, S 38'29'11" E FOR 89.98 FEET; THENCE, S 37'40'14" E FOR 90.14 A., tt
FEET; THENCE, S 32'59'13" E FOR 85.13 FEET; THENCE, S 33-24'18" E FOR 1' co` _ �sse' e- h '?9-e•°o `� �� P °.
81.09 FEET: THENCE, S 41'37'25" E FOR 82.76 FEET, THENCE, S 5732'52" �5?,' O7 Na93s4aW LOT24 > ;,°Jet py�
E FOR 85.81 FEET; THENCE, S 61'58'26" E FOR 75.56 FEET; THENCE, S 7a ss I _ 0.2e7 AC. s96° ry s� °•
0 27�,,F• >y?> S2 .�4. Jh A
7745'53" E FOR 82.95 FEET; THENCE, N 73'35'10" E FOR 112.23 F'cET; N 0533. W `
9 r
THENCE, S 74'23'22" E FOR 84.93 FEET; THENCE, S 16'00'27" W FOR g -J j <�- "LOT 135°
o_n o
�,--.0:260 AC.•433�
128.21 FEET; THENCE, S O6'19 56 W FOR 13.62 FEET; THENCE, 360.89 ` ` LIJ a,. .
FEET ALONG THE ARC OF A 512.00 FOOT RADIUS CURVE TO THE RIGHT, 256e
SAID ARC HAVING A CHORD OF N 89'37'04" E FOR 353.46 FEET; THENCE, i 4an9,ao w h .h ti v 3
1 48 38 W FOR 60.00 FEET o 0
S 7011'22" E FOR 33.06 FEET; THENCE, S 9 O
" THENCE 389.86 FEET ALONG THE ~ s s Vop6 N� tiy�Ca s ¢s^ f>>
THENCE, N 70'11 22 W FOR 33.06 FEET, \ J 3 _ a LOT 2t
ARC OF A 452.00 FOOT RADIUS CURVE TO THE LEFT, SAID ARC HAVING A
CHORD OF S 85'06 05 W FOR 377.89 FEET; THENCE, S 60'23'29" W FOR
159.4-4 FEET, THENCE, 69.42 FEET ALONG THE ARC OF A 365.70 FOOT
RADIUS CURVE TO THE LEFT, SAID ARC HAVING A CHORD OF S 54'57'11" W
,�,�5
FOR 69.32 FEET; THENCE, S 49'30'52" W FOR 349.74 FEET; THENCE, S ? �w � 5I, a7°oo'03'
83'44'04" E FOR 26.68 FEET; THENCE, S 59'28'46" W FOR 501.59 FEET; ( °, 0• e6, a
THENCE N 30'31'14" W FOR 60.00 FEET TO THE POINT OF BEGINNING,
CONTAINING 12.431 ACRES, MORE OR LESS.
-5? N LOT
- SIENNA LAKE
FUTURE COMMON PROPERTY
SW1/4 NE1/4 SEC.29
T-1-N, R-13-W
,8
PRO OSED
w LOT 1
3 r>
i
N 8 ,.
0 33 C0 � r -. -
�/ � M NITY _ , � � .
" LOT 2 � ? "' " /
0 0.276 AC. /� 3 a N 3 / d 4 y h n°, .I :. I: 'fti
a - li ,
y TER 0
-LITTLE RQ
o VICINITY MAP
3.
SCALE: 1"=2000'
E A
H64° 350 - 26 LEGEND
S
'N 7'11'4- W
2 C.P. TRACT 1 p .06
FOUND IRON PIN
0.073 AC.
- - _ SET IRON PIN
\S9
? �s' ° ^ l N °�°°�, 0.329 AC. s 1 5631g EXISTING WATER VALVE
PAGIS COORDINATE TABLE I J (/ O�� _ /� s y/�
Point ID
NorthingEasting
1
130300.3995
1185586.9683
2
130451.2012
1185842.7701
3
130551.9889
1185984.0539
4
130788.6493
1185728.0309
5
130909.4228
1185657.8600
6
131014.9692
1185626.0902
7
131144,2712
1185621.5728
8
131248.0732
1185656.7830
9
131389.9631
1185754.5214
10
131508.1594
1185897.9525
11
131437.7274
1185953.9496
12
131366.3796
1186009.0347
13
131294.9732
1186055.3836
14
131227.2772
1186100.0295
15
131165.4155
1186154.9987
16
131119.3720
1186227.4054
17
131083.8667
1186294.1078
18
131066.2869
1186375.1759
19
131097.9992
1186482.8292
0
131075.1450
1186564.6256
1
130951.9059
1186529.2698
130938.3683
1186527.7676
3
130940.7264
1186881.2237
4
130929.5228
1186912.3251
5
130873.0737
1186891.9905
6
130884.2773
1186860.8891
130882.1956
1186548.8536
8
130852.0058
1186484.3811
9
130773.2325
1186345.7629
30
130733.4260
1186289.0124
31
130506.3547
1186023.0092
3
130503.4426
1186049.5321
33
130248.7126
1185617.4390
NOTES:
1. LOTS 1-10 TO HAVE A MINIMUM FINISHED FLOOR ELEVATION OF 348.27'.
2. BEARING AND DISTANCES ALONG CURVES ARE REFERENCING CHORDS.
3. ALL LOT CORNERS WILL BE A SET 1/2" REBAR AT TIME OF FINAL PLATTING
4. LOTS 21-24 SHALL NOT HAVE INDIVIDUAL LOT ACCESS FROM WEST LAKE LANE.
5. THE FRONT BUILDING SETBACK IS 25'.
6. THE REAR YARD SETBACK IS 25'.
7. ALL SIDE YARD SETBACKS ARE 10% OF LOT WIDTH TO A MAXIMUM OF 8'.
8. ALL LOTS HAVE A 5' DRAINAGE AND UTILITY EASEMENT ALONG THE FRONT LOT LINE.
9. OPEN SPACE/COMMON PROPERTY TO BE DEDICATED TO PROPERTY OWNERS ASSOCIATION.
10. CONTRACTOR SHALL PROVIDE BARRICADES AT THE END OF WEST LAKE LANE PER LITTLE
ROCK TRAFFIC ENGINEERING STANDARDS.
50'-0" RIGHT OF WAY
.2'-0* 26'-0" B/B 5'-0"
z
z
00
0 0
00
SU
� 0.02 FT/FT MIN.-/
2 ROLL CONC. CURB
& GUTTER (CLASS 4)
a
- 8" MIN. COMPACTED SUBGRADE �
5 AT 95% MOD. PROCTOR DENSITY
7" CLASS 7 BASE COURSE AT
95% MOD. PROCTOR DENSITY
TYPICAL STREET SECTION
D t NTS WEST LAKE LANE, WEST LAKE CIRCLE,
y KESWICK PLACE, AVONDALE LANE, CHARING
WAY, DERBY WAY, & NEWQUAY LANE
MIN.
z
00
00
(nu)
W
3g 9y° w N 7`Q
SR]e 6"5, LOT 20
ss:V&- 0.522 AC.
Xy. '6+
o • 9s, /i
6„.: U / •_ Cb olm 0 'a�5' n Y " EXISTING FIRE HYDRANT ASSEMBLY
NUMBER
DELTA ANGLE
RADIUS
ARC LENGTH
TANGENT
DEGREE
CHORD DIRECTION
CHORD LENGTH
C1
09057'5e
999.12
173.77
87.10
05044'05"
S 54029'49" W
173.55
C2
49025'09"
452.00
389.86
207.99
12040'34"
N 85006'04" E
377.89
C3
10052'37"
365.70
69.42
34.82
15040'03"
S 54057'11" W
69.32
C4
65058'35"
150.00
172.73
97.37
38011'50"
N 66038'49" W
163.34
C6
20030'06"
174.35
62.39
31.53
32051'45"
S 42012'44" E
62.05
C7
06047'54"
408.89
48.52
24.29
14000'45"
S 35021'38" E
48.49
C8
11005528"
185.04
358.25
268.86
30"57'47"
N 87000'03" W
304.86
C9
89034'38"
156.53
244.71
155.37
36036'17"
S 13014'59" W
220.54
CIO
09057'54"
1029.12
178.99
89.72
05034'03"
S 54029'49" W
178.76
C11
10052'37"
395.70
75.12
37.67
14028'47"
S 54057'11" W
75.01
C12
09002'01"
482.00
75.99
38.08
111*53'14"
1 S 64°54'30" W
75.92
C13
40023'08"
512.00
360.89
188.31
11011'26"
S 89037'04" W
353.46
0.02 FT/FT MIN. -
ROLL CONC. CURB-
& GUTTER (CLASS 4)
60'-0" RIGHT OF WAY
16,-0"
0.035 FT
8" MIN. COMPACTED SUBGRADE
AT 95% MOD. PROCTOR DENSITY
TYP
NTS
PROFILE GRADE
3" ACHM SURFACE
0.035 FT/FT
SIENNA LAKE DRIVE & CHESHIRE DRIVE
5'-0" _
SODDING
5'-0" 2'-0
-ONC. I MIN.
z
00
No
0 EXISTING MANHOLE
1206-- EXISTING INTERMEDIATE CONTOUR
1206 - EXISTING INDEX CONTOUR
PROPOSED CURB
- SS EXISTING SANITARY SEWER LINE (SPECIFY SIZE & TYPE)
-- W EXISTING WATER LINE (SPECIFY SIZE & TYPE)
PROPERTY LINE
BUILDING SET BACK
EXISTING EASEMENT
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
100 YR FLOODING EFFECTS
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, hereby certify that
this plat correctly represents a boundary survey made
or verified by nte, aN monuments required actually exist
seven
Date of Execution
AT A MIN. LONG. SLOPE eggs ere Professional
OF 2% WILL HAVE Land Surveyor
No.
/ I DISCHARGE OF 37.5CFS. Arkansas
`'1i DITCH S E C T1 O N CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
1 BART MINK hereby certify that this
pplat correctly represents a plan made by me, and that
the engineering requirements of the Little Rock Subdivision
Rules and Regulations have b en complied with.
and
NAME OF LAND OWNER/SUBDIVIDER:
COOPER LAND DEVELOPMENT,INC. - 903 NORTH 47TH STREET ROGERS, AR. 72756
SOURCE OF TITLE:D.R. INSTRUMENT NO. 2004052513
SOURCE OF WATER SUPPLY: MEANS OF WASTEWATER DISPOSAL- CERTIFICATE
CENTRAL ARKANSAS WATER LITTLE ROCK WASTEWATER UTILITY Pursuant to the
Regulations and
been c07 feted,
This certificate is
LINEAR FEET OF INTERNAL STREETS - 2806 LF of said rules and
AVERAGE LOT SIZE 90' X 130' -11700 SQ.FT.
MINIMUM LOT SIZE 85' X 112' -9520 SO.FT.
NUMBER OF LOTS - 24 LOTS
LABELED COMMON PROPERTIES - OPEN SPACE
PRELIMINARY PLATTED AREA ALL WITHIN CITY LIMITS OF LITTLE
ROCK.
AREA CURRENTLY ZONED AS R-2
DATE OF SURVEY:
FLOOD PLAIN STATEMENT
ArKansas
OF PRELIMINARY PLAT APPROVAL
Little Rock Subdivision Rules and
all of the conditions of approval having
this document is hereby accepted.
hereby executed under the authority
regulations.
Date of Execution
1
100 50 0 100
THERE ARE NO PORTIONS OF THE PROPERTY SHOWN LOCATED
WITHIN THE 100-YEAR FLOOD PLAIN .AS DESIGNATED BY THE
FLOOD INSURANCE RATE MAP, PANEL 050179 0383 D, DATED
JULY 16, 1996 & PANEL 050179 0391 C, DATED MAY 16, 1983.
L.R. Planning
Commission
OPEN SPACE
TABLE
COMMON
PROPERTY TRACT F
- 0.026
ACRES
COMMON
PROPERTY TRACT G
- 0.886
ACRES
COMMON
PROPERTY TRACT H
- 0.085
ACRES
COMMON
PROPERTY TRACT I
- 0.013
ACRES
TOTAL OPEN SPACE
- 1.010
ACRES
PERCENTAGE OF TOTAL PROPERTY - 8.475%
Trnnn STTnnllrrrr ltllllri -�_.�. LriAt
A Coupe, C"mmvnity
CD903 NORTH 47TH STREET
ROGERS, ARKANSAS 72756
COOPER (800) 648-6401
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ASSOCIATES, W-
Na 109
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REGISTERED
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(PE/LS)
EXPIRES 6/30/2004
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Revisions
PRELIMINARY PLAT
PHASE II, BLOCK 2, LOTS 1-24
Drawn by
MAB
Checked by
Date
10/30/06
Job Number
068009-01
Contact Person
B. MINK
Sheet Number
C1.01