HomeMy WebLinkAboutZ-5719 Map 2PROPOSED 5' R/W
DEDICATION THIS PLAT
EXISTING R/W LINE
-*-
N 00000'09" W 230.40'
LLI
Z!irr
Clim!m
C�
N 00020'38" W 115.04' -
N 01019'02" W 92.42
N 24013'20" W 105.73'
BIRCHWOOD DRIVE
60' R/W
00 S 89031'17' E 379.15'
°
N 00°00'09" W
12893'
-PROPOSED R/W LINE
S 89°25'15" E
PROPOSED 15' UTILITY &
DRAINAGE ESMT. TO BE
DEDICATED THIS PLAT
25' BUILDING
SETBACK
S 89 31 17 E /
UTILITY EASEMENT/
BOOK 745, PAGE 471,
TO BE ABANDONED
THIS PLAT
ALAMO CIRCLE AND SHADECREST
DRIVE R/W, REC. IN PLAT BOOK 6,
PAGE 25. TO BE ABANDONED THIS
PLAT
228.58'
",N>
10' UTILITY EASEMENT,
PLAT BOOK 6, PAGE 25,
TO BE ABANDONED
THIO PIAT
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S 89031'17" E 189.32'
613.98'-
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97°47'30"
T=
L O T
R=
PREVIOUSLY
CLOSED R/W�
42.67'
1191374.717
FOR ALAMO CIRCLE
N 24°13'20" �/U UT' IORDTYIEASEMENT 6,113) RETAINED
\
E
III; part
100,38' ABANDONED
THIS PLAT
\
\ 25' BUILDING
SETBACK
1
PROPOSED 15' UTILITY &
DRAINAGE ESMT. TO BE
DEDICATED THIS PLAT
-~ N 08°06'58" E
�10' UTILITY EASEMENT,
PLAT BOOK 6, PAGE 25,
TO BE ABANDONED
THIS PLAT.
R/W CURVE [
L=
97°47'30"
T=
28.65'
R=
25.00'
L=
42.67'
40°46'47" W N 89°40'32" W
37.68' (CHORD) 209.41'
N 00012'41" W
20.13'
S 89°29'27" E
213.4 4' 82.58'
N 00022'14" W
29.59'
N 73055'21" W 99.99' U 22.09' S 00023'47" E
S 89029'02" W 151.49' 40.00'
N 81°53'02" W 30.89' :.,:
___CRENAE
_ �-VV A Y $
R/W VARIES -- a '
N 08006'58" E 34,62'
N 81°53'02" W 61.99'
N 74040'23" W
PROPERTY DESCRIPTION 134.82' (CHORD)
TRACT 1 R/W CURVE DATA
Part of Lots 1,
3, 5, 7,
8. 9 and 15, and all of Lots 2, 4,
A=
0 6 ° 4 1 11
6, 10, 11, 12, 13
and 14,
all In Montclair Heights
1191374.717
DEDICATED THIS PLAT
Subdivision (Part
III; part
of Lots 3 and 4, Autumnwood
T-
,
67.52
Subdivision; and
pert of
the Northeast 1/4 of the Southwest
1191354.929
25' BUILDING
1/4 of Section
4, T -1-N,
R -13-W, all lying In Little Rack,
R=
1155.92'
Pulaski County,
Arkansas,
end being more particularly
5
151848.108
described as,
1165.92'
DEED BOOK 644, PAGE
L=
134.89'
BEGINNING at the Northeast corner of said Northeast 1/4 of
the Southwest 1/4; thence South 00' 36' 55" East 19.63 feet;
thence North 89. 23' 22' West 20.00 feet; thence South 00'
33' 07" East 325.36 feet; thence South 89. 23' 22' East
19.98 feet; thence South 00' 33' 07' East 326.14 feet;
thenoe North 89' 31' 49" West 25.00 feet; thence South 00'
33' 07" East 317.19 feet; thence North 89' 30' 07' West
10.00 feet; thence South 07. 51' 68" West 99.24 feet to a
point on the Northerly right-of-way line of Chanel Parkway;
thenoe along said right-of-way line the following four 141
bearings and distances: N North 86. 59' 24" West 136,48
feet; (2) South 00. 21' 31" East 16.00 feet; (3) North 50'
32' 35" West 38.88 feet; (4) North 47. 20' 21" West 165.09
feet to a point on the East right-of-way line of Alhambra
Drive; thence along said right-of-way line North 00' 21' 31"
West 276.05 feet to a point on the North right-of-way line
of Bristol Drive; thence along said right-of-way line North
89' 31' 49' West 345.05 feet to a point on the Northerly
right-of-way line of Chanel Parkway; thence along said
right-of-way line the following ten (10) bearings and
distances: (1) North 81. 19' 42" West 84.63 feet; (2) South
00' 23' 47" East 40.00 feet; (3) North 89' 31' 49' West
30.06 feet; (4) along a curve to the left having a radius of
1155.92 feet, an arc distance of 134.89 feet, and a chord
which bears North 74' 40' 23" West for a distance of 134.82
feet; (5) North 81' 53' 02" West 61.99 feet; (e) North 08'
06' 58" East 34.62 feet; (7) North 81' 53' 02' West 30.89
feet; (81 South 89' 29' 02' West 161.49 feet; (9) North 73'
55' 21" West 99.99 feet; 00) North 24. 13' 20" West 105.73
feet to a point on the East right-of-way line of Bowman
Road; thence along said right-of-way
line
North 01. 19' 02"
West 92.42 feet; thence continuing along said right-of-way
fine North 00' 20' 38" West 115.04 feet; thence continuing
along said right-of-way line North 00' 00' 09' West 230.40
feet; thence South 89' 31' 17" East 379.15 feet to a point
on the Westerly right-of-way line of Alamo Circle; thence
along sold right-of-way line South 08' 06' 58" West 376.80
feet to a point on the South right-of-way line of Shadecrest
Drive; thence along said right-of-way line South 89' 52' 28"
East 213.44 feet; thence North 00' 22' 14" West 29.69 feet;
thence South 89' 29' 27" East 82.68 feet; thence North 00'
12' 41" West 20.13 feet to a point on the North right-of-way
line of Shadecrest Drive; thence along said right-of-way
line North 89' 40' 32" West 209.41 feet; thence continuing
along said right-of-way line along a curve to the right
having a radius of 25.00 feet, an arc distance of 42.67 feet
and a ohord which bears North 40' 48' 47" West for a
distance of 37.68 feet to a point on the Easterly right-of-
way line of Alamo Circle; thence along said right-of-way
line North 08' 06' 58' East 299.34 feet; thence South 89'
31' 17" East 189.32 feet; thence South 89. 26' 15" East
658.61 toot to the POINT OF BEGINNING, containing 19.760
acres, more or less.
PROPERTY DESCRIPTION
Tract 2
Part of Lots 20, 21 and 27, Montclair Heights Subdivision
(Part III, Little Rock, Pulaski County. Arkansas, more
particularly described as:
BEGINNING at the Northeast corner of said Lot 21; thence
South 00' 21' 31" East along the West right-of-way line of
Alhambra Drive for a distance of 180.22 feet to a point on
the Northerly right-of-way line of Chanel Parkway; thence
along said right-of-way line along a curve to the left
having a radius of 1155.92 feet, an arc distance of 330.73
feet, and a chord which bears North 68. 23' 22" West for a
distance of 329.61 feet to a point on the South right-of-way
line o' Bristol Drive, thence along said right-of-way line
South 89' 31' 49' East 273.38 feet to the POINT OF
BEGINNING, containing 0.506 acres, rnors or less.
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and
Regulations, and all of the conditions of approval having
been completed, this document is hereby accepted.
This certificate is hereby executed under the authority
of said rules and regulations.
Date of Execution L.R. Planning
Commission
CERTIFICATE OF RECORDING
This document, number filed for record
19 in Plat Book Page
(Signed)
Clark
N 89031'49" W
30.08'
UTILITY EASEMENTS,
PLAT BOOK 6, PAGE 25,
TO BE ABANDONED
THIS PLAT.
CHENAL PARKWAY R/W
INSTRUMENT 088-32021,
TO BE ABANDONED THIS
PLAT.
N 61019'42" W
X84.63' //
1\I
0 ® \
PIP
/-EXISTING 10' UTILITY
//--EXISTING
S 89°25'15" E 658.61'
S 89025'15" E 628.61'
i V I
3
10.0
10.02
PROPOSED R/W LINE
I O N
PROPOSED 15' UTILITY &<
8899031'49" E 273,38'/
PROPOSED PURCHASE
CITY OWNED PROPERTY-
N>
R/W CURVE DATA-,//-
A=
ATA-,//-A= 16°23'27" \
T= 166.50' N 56023'22" W \\ \
329.61' (CHORD)
R= 1155.92'
L- 330,73 10' UTILITY EASEMENT,
PLAT BOOK 6• PAGE 25,
TO BE ABANDONED THIS PLAT
CERTIFICATE OF SURVEYING ACCURACY
I, UXt_UUKT I. JULUVAN hereby certify that
this plat correctly represents a boundary survey made
or verified by me, all monuments required actually exist
and are correctly shown hereon and that all surveying
requirements of the Little Rock Subdivision Rules and
Regulations have been complied with.
Date of Execution Gregory T. Sullivan
Registered Professional
Land Surveyor
No. 1096
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, MARK L. WRIGHT hereby certify that this
plat correctly represents a plan made by me, and that
the engineering requirements of the Little Rock Subdivision
Rules and Regulations have been complied with.
Date of Execution Mark L. Wright
Registered Professional
Engineer No. 6074
Arkansas
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate shown
and described herein, do hereby certify that we have
laid off, platted and subdivided, and do hereby lay off,
plat and subdivide said real estate in accordance with
this plat.
Date of Execution Name
Address
Source of Title: D.R. Page
Instrument No. ____
62.87'
PROPOSED 10.0' R/W
DRAINAGE ESMT. TO BE
00°33'07" E
1
152193.087
1191374.717
DEDICATED THIS PLAT
R/W CURVE
DATA
152173.455
1191374.928
NAIL SET
N 47020'21"
3
152173.668
1191354.929
25' BUILDING
A-
34'19'49"
BRISTOL DRIVE R/W
151848.321
SETBACK
T=
360.13'
3
5
151848.108
R:
1165.92'
DEED BOOK 644, PAGE
285,
151522.987
L=
698.59
TO BE ABANDONED THIS
PLAT
151523.192
1191356.173
IP
SET
BRISTOL DRIVE AND ALHAMBRA
031'49"
W
345.05'DRIVE
IP
R/W, PLAT BOOK 6, PAGE 25.
9
151206.100
TO BE
ABANDONED THIS PLAT.
8899031'49" E 273,38'/
PROPOSED PURCHASE
CITY OWNED PROPERTY-
N>
R/W CURVE DATA-,//-
A=
ATA-,//-A= 16°23'27" \
T= 166.50' N 56023'22" W \\ \
329.61' (CHORD)
R= 1155.92'
L- 330,73 10' UTILITY EASEMENT,
PLAT BOOK 6• PAGE 25,
TO BE ABANDONED THIS PLAT
CERTIFICATE OF SURVEYING ACCURACY
I, UXt_UUKT I. JULUVAN hereby certify that
this plat correctly represents a boundary survey made
or verified by me, all monuments required actually exist
and are correctly shown hereon and that all surveying
requirements of the Little Rock Subdivision Rules and
Regulations have been complied with.
Date of Execution Gregory T. Sullivan
Registered Professional
Land Surveyor
No. 1096
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, MARK L. WRIGHT hereby certify that this
plat correctly represents a plan made by me, and that
the engineering requirements of the Little Rock Subdivision
Rules and Regulations have been complied with.
Date of Execution Mark L. Wright
Registered Professional
Engineer No. 6074
Arkansas
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate shown
and described herein, do hereby certify that we have
laid off, platted and subdivided, and do hereby lay off,
plat and subdivide said real estate in accordance with
this plat.
Date of Execution Name
Address
Source of Title: D.R. Page
Instrument No. ____
T
T
C`7
N
0
0
EXISTING-
R/W LINE
N 47020'21" W
165.09'
ALHAMBRA DRIVE R/W
DEED BOOK 644, PAGE 287,
TO BE ABANDONED THIS PLAT.
P.O'B.
oo' NE CORNER, NE 1/4, SW 1/4,
1.SECTION 4, T -1-N, R -13-W.
O S 00036'55" E 19.63'
3
N 89023'22" W 20.00'
Cn
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NOW
U I. (r
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S 89023'22" E 19.98'
d
e EXISTING R/W LINE
PROPOSED R/W
DEDICATION THIS PLAT
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62.87'
PROPOSED 10.0' R/W
S
00°33'07" E
1
152193.087
1191374.717
NAIL FD.
O
2
152173.455
1191374.928
NAIL SET
N 47020'21"
3
152173.668
1191354.929
IP
SET
\
4
151848.321
1191358.063
IP
SET
3
5
151848.108
1191378.040
NAIL SET
r
6
151522.987
1191381.172
NAIL SET
7
151523.192
1191356.173
IP
SET
LL~
O
8
151206.013
1191359.229
IP
SET
9
151206.100
1191349.229
IP
SET
aaQ
10
151107.793
1191335.848
IP
SET
11
151161.143
1191210.024
IP
SET
1n
12
151145.140
1191210.124
IP
SET
13
151169.723
1191180.258
IP
SET
Of-
M5-
14
151281.598
1191058.854
IP
SET
15
151557.641
1191057.126
CON MON
FD.
16
151560.470
1190712.088
IP
SET
O
17
151601.075
1190637.834
IP
SET
18
151561.076
1190638.110
IP
FD.
19
151561.323
1190808.029
IP
SET
20
151596.958
1190478.007
IP
SET
W
21
151605.710
1190416.633
IP
SET
QOILLL
22
151639.979
1190421.520
IP
SET
j
23
151644.340
1190390.939
IP
SET
24
151542.976
1190239.455
IP
SET
25
151670.667
1190143.376
IP
FD.
26
151767.086
1190099.998
IP
SET
27
151859.482
1190097.874
IP
FD.
28
151974.518
1190097.183
IP
FD.
29
152204.915
1190097.173
IP
SET
30
152201.748
1190476.308
IP
FD.
31
151826.744
1190422.830
IP
SET
32
151826.277
1190636.273
IP
FD.
33
151855.869
1190636.082
CON MON
FD.
34
151855.135
1190718.655
CON MON
FD.
35
151875.270
1190718.581
IP
FD.
36
151876.455
1190509.173
IP
SET
37
151904.985
1190484.565
IP
SET
38
152201.326
1190526.825
IP
FD.
39
152199.745
1190716.136
CON MON
FD.
40
151508.052
1191007.441
IP
SET
41
151327.841
1191008.569
IP
SET
42
151510.293
1 1190734.066 1
IP
SET
T
T
C`7
N
0
0
EXISTING-
R/W LINE
N 47020'21" W
165.09'
ALHAMBRA DRIVE R/W
DEED BOOK 644, PAGE 287,
TO BE ABANDONED THIS PLAT.
P.O'B.
oo' NE CORNER, NE 1/4, SW 1/4,
1.SECTION 4, T -1-N, R -13-W.
O S 00036'55" E 19.63'
3
N 89023'22" W 20.00'
Cn
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O
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NOW
U I. (r
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S 89023'22" E 19.98'
d
e EXISTING R/W LINE
PROPOSED R/W
DEDICATION THIS PLAT
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N 50°32'35" W 38.68-/
S 00021'31" E
16.00'
CD
DRAINAGE EASEMENTS
PLAT BOOK 7, PAGE 74,
TO BE ABANDONED
THIS PLAT.
N 89031'49" W 25.00'
60 30 0 60 120
East Real
SCALE
'-N 89030'07" W 10.00'
--S 07051'56" W 9924'
t- N 66059'24" W
136.48'
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`���• (}IST.. .
-'*;TATE OF'•
ARKANSAS '.
NO 1096
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-�eer'rrrn n i t 1 t 11`11,,```
Engineering • Planning
Land Surveying
Landscape Architecture
10411 West Markham Street
Suite 210
Little Rock, Arkansas 72205.1410
Telephone 501-221-7880
Fax # 501.221-7882
CONSULTANTS, INC.
SCALE
-- 1" = 60'
DRAWN BY
DATE
7-19-93
62.87'
PROPOSED 10.0' R/W
S
00°33'07" E
DEDICATION THIS PLAT
0
134.94'
PROPOSED L
O
T 3
R/W LINE
F.
N 47020'21"
W
204.30'
N
89030'07" W
\
5.00`
N
55011'50"
W
3
28.25'
13
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N 50°32'35" W 38.68-/
S 00021'31" E
16.00'
CD
DRAINAGE EASEMENTS
PLAT BOOK 7, PAGE 74,
TO BE ABANDONED
THIS PLAT.
N 89031'49" W 25.00'
60 30 0 60 120
East Real
SCALE
'-N 89030'07" W 10.00'
--S 07051'56" W 9924'
t- N 66059'24" W
136.48'
slsluuurrrrr
`���• (}IST.. .
-'*;TATE OF'•
ARKANSAS '.
NO 1096
•C Z•
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T
-�eer'rrrn n i t 1 t 11`11,,```
Engineering • Planning
Land Surveying
Landscape Architecture
10411 West Markham Street
Suite 210
Little Rock, Arkansas 72205.1410
Telephone 501-221-7880
Fax # 501.221-7882
CONSULTANTS, INC.
SCALE
-- 1" = 60'
DRAWN BY
DATE
7-19-93
93-129
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