HomeMy WebLinkAboutZ-8262-A Map 1CERTIFICATE OF PRELUHNARY ENGINEERING ACCURACY:
TRACT E
PROPERTY DESCRIPTION
CERTIFICATE OF OWNER
we, the undersigned, owners of the real estate shown
I hereby certify that this plat represents a plan made by me: and that all
requirements of the morrilton subdivision rules and regulations have
R-13-W, Pulaski County, Arkansas, said tract of land also being a part of the
i(a
and described herein, do hereby certify that we have
and subdivided, and do hereby lay off,
engineering
been fully complied with.
Part of the North 1/2 of the Northwest Y2 of Section 15, T-1-N,
Subdivision in the City of Little Rack, Pulaski County, Arkansas, being more particularly described as
laid off, platted
plat and subdivide said real estate in accordance with
land platted as Cottage Homes Heights
this plat.
a e o execu ron_ bart J. Minkfollows:
GRAPHIC SCALE IN FEET
Registered Professional
Engineer
STARTING at the Southwest corner of the Northwest Y2 of the Northwest Y2 of said Section 15; thence South 87% 58' 00" East along the South
Dote of Execution Name
No. 12169, Arkansas
line of said Northwest Y2 Northwest Y2 a distance of 97.36 feet to the East right-of-way line of Shockleford Road, said point also being the
60' 0 60'
Address
POINT OF BEGINNING; thence along said East right-of-way line along a curve to the right having a radius of 282.50 feet, an arc distance of
DATE OF SURVEY: 12-27-05
183.19 feet and a chord bearing and distance of North 17% 54' 04" West 180.00 feet; thence North 01% 19' 22" East along said East
Source of Title:
CERTIFICATE OF FINAL APPROVAL
Rules
right-of-way line a distance of 723.01 feet; thence South 85% 58' 48" East a distance of 52.76 feet; thence along a curve to the right having a
OWNER/DEVELOPER:
Instrument No.
Pursuant to the Little Rock Subdivision and
the of approval having
401,08 feet, an arc distance of 211.01 feet and a chord bearing and distance of South 71% 13' 25" East 208.59 feet; thence South
JACOB CHI, PRESIDENT
Regulations, and all of conditions
been completed, this document is hereby accepted.
radius of
g7 Og' p" East a distance of 209.87 feet; thence along a curve to the left having a radius of 358.72 feet, an arc distance of 179.09 feet and
ROWAN DEVELOPMENT LLC
CERTIFICATE OF SURVEYING ACCURACY
This certificate is hereby executed under the authority
"
a chord bearing and distance of South 733'6 40' 42" East 177.23 feet; thence South 87% 12' 24 East a distance of 371.54 feet; thence along a
641 OLD HICKORY BLVD, itt
TN 37027
I LANE HOUSLEY hereby certify that
of said rules and regulations.
curve to the right having a radius of 353.86 feet, an arc distance of 143.74 feet and a chord bearing and distance of South 75% 36' 18" East
BRENTWOOD,
this plat correctly represents a boundary survey made
142.76 feet; thence along a curve to the left having a radius of 293.86 feet, an arc distance of 119.02 feet and a chord bearing and distance of
or verified by me, all monuments required actually exist
8731 42' 57" E t a distance of 94 09 feet; thence along a curve to the left having a radius
and are correctly shown hereon and that all surveying Date of Execution L.R. Planning South 751 33 12 East 118.20 feet, thence South aS
requirements of the Little Rock Subdivision Rules and Commission
Regulations have been complied with. of 320.98 feet, an arc distance of 18.54 feet and a chord bearing and distance of South 89�'s 25' 17" East 18.54 feet to a point on the
Northerly right of way line of Aldersgate Road as shown on the plat of Tract 5, Ecumenical Retirement Center Addition (Plat E-836); thence South
CERTIFICATE OF RECORDING 02% 22' 40" West along the West line of said Tract 5, Ecumenical Retirement Center Addition a distance of 616.91 feet to the Southwest corner
Date of Execution RANDALL LANE HOUSLEY This document, number filed for record of said Tract 5; thence North 89% 01' 03" West along the South line of said Northwest Y2 Northwest Y2 a distance of 68.69 feet; thence North
Registered Professional Lq_, in Plat Book , Poge 87% 58' 00" West along the South line of said Cottage Homes Heights Subdivision (Plat Book 1, Page 97) a distance of 1200.26 feet to the POINT
Land Surveyor OF BEGINNING, containing 955,961 square feet or 21.946 acres, more or less.
No. 1457
Arkansas S! e6 LESS AND EXCEPT the following lands located within the Cottage Home Heights Subdivision in the City of Little Rock, Pulaski County, Arkansas, an
( 'gn being more particularly described as follows:
Lot 5, 8, and 18, Block 9; Lot 8, Block 10; Lots 5, 8, 9, 10, 16, 17, 18 and 22, Block 11; Lots 5, 23 and 24, Block 12; Lots 21, 22, 23 and 24,
�ierK Block 1J; Lots 1 / ana It% Block I4 and Lot IJ, alaGK iv.
85°5410 W176ND 1_/2" FLOOD STATEMENT: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS NOT IN A
52.75 REBAR' FLOOD HAZARD AREA OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL
II �� Illu F(I�J NO. 0501810082 F, WHICH BEARS AN EFFECTIVE DATE OF OCTOBER 19, 2001
d RRia 1 _ _- AND IS NOT IN A SPECIAL FLOOD HAZARD ZONE. NO FIELD SURVEYING WAS
C44 PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE
NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR VARIANCE FROM THE F
II II ' FOUND 1/2" EMERGENCY MANAGEMENT AGENCY.
REBAR UTILITY NOTE:
THE UTILITY LOCATIONS SHOWN ARE THE BEST INFORMATION AVAILABLE FROM
II II I \ RESPECTIVE UTILITY COMPANY OR THE OWNER. AT LEAST 48 HOURS BEFORE
II 1 1 CONSTRUCTION IN ANY GIVEN AREA THE CONTRACTOR SHALL CONTACT ALL TH
Cq APPROPRIATE UTILITY COMPANIES TO MARK THE EXACT LOCATION OF THE UNDE
UTILITIES.
II I I _ Ln OPEN SPAC '
O�
(CO!,`.�M€P,CIAL/OFr, _
R/W 0.2489 CRES\ 3
o \ FOUND 1/2
is v 7064' \ REBAR --
{ S 19038'47" W 27.90'
I I 11
PROPOSED,P,UBLIC STREET - C ,3 FOUND 1/2
i I it 39°02'40" W.'354.32' N REBAR a, 1� u ry r u1vu�7c
_` 11 III �0°762 » _ `itTEBAR
I I' 4.2 "1
�. r 8 -3, 12G - 0
TRAIL
n 70.18. C2
Z
8'' TALL
01"AORTREENED FENCE
OIN NORTH OT,6
._
73 ACRES i w (TON HOMES o A =`
IIII
LINER FEET OF PUBLIC STREETS
1232
LINER FEET OF PRIVATE STREETS
3184'
AVERAGE LOT SIZE
0.430 ACRES
MINIMUM LOT SIZE
0.9625 ACRES
OF LOTS
41
TRACTS (OPEN SPACE)
4
SOURCE OF WATER SUPPLY
CENTRAL ARKANSAS WATER
MEANS OF WASTEWATER DISPOSAL
LITTLE ROCK WASTEWATER
"
SITE LO
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VICINITY MAP W
v
NUMBER
DELTA ANGLE
RADIUS
ARC LENGTH
TANGENT
DEGREE OF CURVE
CHORD DIRECTION
CHORD LENGTH
C20
90000'007
20.00
31.42
20.00
286°2844'
N 21003*52" W
28.28
C21
15°23'29'
180.00
48.35
24.32
31049*52"
N 16°14'24' E
48.21
C22
83°2714'
20.00
29.13
17.84
286°28'44"
N 50%6'17' E
26.62
C23
90°4739'
20.00
31.69
20,28
286°28'44'
S 42*36'17' E
28.48
C24
21°0835'
50.00
18.45
9.33
114°36V
S 13°21'50' W
18.35
C25
70'2TO1'
20.00
24.56
14.10
286°28'44'
N 52'49'06' W
23.05
C26
52°3R'21:
180.00
165.37
89.04
31°49'52'
N 43057'16' W
159.62
C27
18.46-W
180.00
58.97
29.75
31049'52"
N 79°39'34' W
58.71
C28
18*46'14'
120.00
39.31
19.93
47°44'47'
N 79°39'3r' W
39.14
C29
57°36'03'
120.00
120.64
65.97
4704-V47'
N 41028'25" W
115.62
C30
26°D8'56'
120.00
54.77
27.87
47°44'47'
N 37°00'36' E
54.29
C31
24°28'08'
120.00
51.25
26.02
47°44'47'
N 11°42'04' E
50.86
C32
44°03'53'
180.00
138.43
72.84
31°49'52"
N 70°2SI5' E
135.05
C33
24°2611'
180.00
76.72
38.95
31°49'52'
N 36°08'43' E
76.14
C34
90000'00'
20.00
31.42
20.D0
286028'44'
N 68056'08' E
28.28
C35
900DO'00'
20.00
31.42
20.00
286°2844'
S 21003'52' E
28.28
C36
1110504'
40.00
78.15
59.23
143014'22'
S 32°O1'59' E
66.30
C37
68°03'46'
50.00
59.40
33.77
114°3530'
N 57°58'01' E
55,96
C38
21°35'3Y
62.50
23.55
11.92
91°40'2e
N 13°OB'21' E
23.41
C39
90020'41'
50.00
78.84
50.30
114035'30'
N 42°4946' W
70.92
C40
26°30'14'
120.00
55.51
28.26
47°4447'
N 79010'05' E
55.02
C41
24°11'12'
28107
119.07
60.44
20018`45"
N 75°33'14' W
118.19
C42
23*11'26'
355.18
143.76
72.88
16°07'53-
N 75036'44' W
142.78
C43
27D03'42*
378.83
178.93
91.17
15°0T27'
N 73040'36' W
177.27
C244
29*05'44'
415.21
210.85
107.75
13*47'57'
N 71°21'18' W
208.59
C45
38°20'28'
274.32
183.57
95.37
20053*13'
S 17°52'19" E
180.16
C46
90°20'35"
20.00
31.54
20.12
286°28.44"
N 43°5223 W
28.37
C47
89°39'03'
20.00
31.29
19,88
286°28'-`
S 46°07'45' W
28.20
1/2
1 /2"-- -.
j - .attlAm N 87038`50" W_._
o 4a. - <- 1 PARK
iCY- _
I I o EMERGENCY -A SADRI
"
" Z_ _ REINFORCED TURF
ll IIII '`` N 88 00'06 W 318,69' = = z -
_ - -
II !ul -OPEN SPACE T - _
j OPEN SPACE,: - 1.9096 ACRES - tRASH
II IIII a IT - „ 0.9458A-CRES / 3 :� " BLIC-STREE / ° \GATE
ljl 6 I f I - o _S 88°00 06 E T49 44' r` / 1 .I c N 88,00 O6 W 341.20
e
II IIII I c I I o f r - PROPOSED PRIVATE STREET - -
- -
11111I J I f I I _ ! = 09
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_- -ao' ao• --sa -- C'o
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18 918 �008g.080 ACRES 0.-0A.00R9E18�rI ACRES PrJS-P HACRES . r,
60,
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LOT 4 ` R - Q33' ,' ; D�I 40. 4D' - �, 6' TALL OPAQUE SCREENED FENCE
ff S` oo , /k ,' , °�, _ - - - I ` _ -40 - dL' 4 ' -_- 50' . "' ON SOUTH AND EAST PROPERTY LINE
1Fj I " ERGiAL/ FIC=J-y �0 3. ACRES o PARK : - _ 36fl. 1 - �1 0
IXED US DING) i, o - _ CN
-
II S 89053'22" W 217.99 F° �4 2G 1» ,na N PROPOSED ALLEY
o 360.4
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II _I I r. To ::" 2 - _ Q 5264 ACRE ) I I I 'PH
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;; / o S _ _ iBa: S 19 '' 20 a 21 0
(TOWN HOMES) _ � 0.1374 _o.o91s �0.0916. o 0 22 � 2 ,_ 24 _ c
_ I _ 0.0918 �0.0918 -00 o,
ACRES ACRES I- ACRES ACRES AQ<-S ACRES
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PROPOSED PRIVATE STREET t ;
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54.64 �_ = _ _ __ • . � �,. I 332.45 --- ,. _ . rn
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N' 88 00'O6" W. 142.73' cr Q� -,- so' - ao' ao' _ 4 Sz 48 - ; _ ,OPEN SPACE
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,__ ___ � C 1.9096 ACRES
:LOT
/I�EI C= U `J�_ 1.2563ACRES oo --
I ___0.2849 - y ; (TOWN HOMES) 3 Q� 46.3o ' =J- - r
I 40 40' 40' 42' 40'
f 1 =I ^ LOTS �;;77
2.0209 ACRES JUN 1 4TUUc
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\ n, 34 g 35 0 36 0 37 38 o a
y- /_ 0.1479 .- o.C918 - 20.0918' 200918 '0.0978 ` �0.09�6 I �0.008 i�l '.$ 41 s -
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sl I _ ACRES t I LITrr p RO^i< PLANNING
" REBAR - J <�' J _ 2�J I: 40 -_ _40 _-_ ao 40'- 40' _ I 45.54_% R04r_f=(IBJEC7 OOMrhlssr0
FOUND 1 / 2 R \� ; -,. � r _
SOUTHWES-i CORNER \ n A - I , F OND
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NW1/4NWi/4 \ -
SEC 15 T-1-N R-13-W
--
9' - - REBAF ' -- - - - -: - 188 i - -
S 88000'27" E 1269.46' _
6' TALL OPAQUE SCREENED FENCE)
ON SOUTH AND EAST PROPERTY LINE
1.17:/.1:1
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By;
DATE:
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Revision
Drawn by
CSO
Checked by
Date
04/09/08
SITE PLAN
Job Number
078011-01
Contact Person
J. KELSO
Sheet Number
Cl.0l