HomeMy WebLinkAboutZ-4768-B Map 4EF
$c,
mCrawler Parts of Ark Inc
rn 1 Book 98 page 56424
o I C5
Z l N 8904609" E 652.82
- - - - - - Cross-ISe ;-----t6�49----�l i--RS.�(�--\ d� ! osv
770
I \\V Lot 23�
14722 To4dl sf
\\ \\ 10622.L. sf �1 I Lot 22
Jj \ /� I 165
MI 64 Total sf PI, >, f�
\ \ -.I I 12447MB.A. sf N y 1
s\\ \
\\ \ _ 5.85°41'02"&.9,5.
Lot 24 / \ \�'� L5J+\ �5� '/ \ / / --94.5 ^4
Clyde L &Barbara Pembroke I 15863 TotaFFl
I 11231 M'P.A. sf / �• / 1 `+ 1
Book 99 page 004875 / v / Lot 21 QI Lot 20
/ S \ 12662 Total sf ? / 984D•goial sf /
7668 M.B.A. sf N' 16432M.B..
r- 11 ~///Lot 19
I_-1-Ib.bO__I I aim /„�---__4i.e44 1`++ /10819 Totals
o Lot 25_ IJ L . , / 7348MB.A. s,l
6600 Totals [= '2s 3� /
37o6M.B_d.s� la + •2.9� n\ ,\�°i
------- k----- 1 $---------- - N.N.
w i--110.00 -r i 1 .r, IN Lo
h 10357
66003+otalsA I ,p / I '' \ ( \6918 Al.
0 3706A4B.A. s l Jpl --- \
o I_J Lot 47
I I 9408 Total sf ry N.
L 2 I I 4258MBA.sq No Lot 46 `
-------- Northwest-C-orfier -- L -- I --- 4-------I ';7M6T�iaTsf �
1 110.00 I
6600 oral )J I'
SW 1/2 SW 1/4, Sec. 3�io6 B, L1_t10.00___I 9%% re I',q \ \.
T -1 -S, -13-W I------- T i I------- I _\m� 1
I 7f0.00 - I �I' \ I 67L'Jo T48f.sf � 1 fib, \
Lot 28 I a I �3855MB.A. sq �' - j2L57 1 p ��
c 6600 Total sf I R I L 1_ _117.97_ _ f 1 Lot 45 1 �b
d 3706MB.21 sf 1 I 7413 Total sf 1 1 `�
>, I_------ v ------- ;J 4432M.B.A. sem
I 1.17. F0 -Y 1 I 74113°Totts sf
��. \ t 29 I Ri I I 4432 M.B.A. sq
0 6600 tat sf l 9 L i _ 129.14_ __ J 1 Lot 44 1
3706 M.B. G� F� a'1 7677 Total sf
b -- - - ----- - 46 MBA. sy
°o I-------'wl �Y'V' i
I - -11 b.00 I r7 .,,c4o 10181 Toa t sJ \ I'• 45 I
Lot 30 I (o \ I � 6-58 M.B.A. sq J�
' 6600 Total sf ♦J 1 Lot 3 1 ,o
� 3706AIB.A. sf I I I C ���' 7876 Tot sf �1 J
o I -------I J A I I;� 4b g1/. 1 -0817 b1.B.4. sq �W
1 41
Lot 31 1 0 Lot 51
I N 8644 Total sf ` >
I 7494 Total sf li� ' ( 5388 M.B.A. sq�..J ; Lot 42vO .o In I
4532 MRA. sf 1 6` \ \ 3� i'^ 9504 Total s,
-I- o\ R'L- /' 1 1 5794NfB11, I o 1k'
Mabelvale Church of Christ L \ V 1 I
1 ,Us '/ Lot 52 F' L------ 1ai
_---g- tlnn
118 \r 08047TolelsJ -- _ 41
Lot 32 \ \ \ I(94911B.A sy 1 J 1 119.43 I = 1
O 1 Totals( \ `s 'p \\ ` 3 6d' ,' �1 �I Lot 41 I�
496 .A.sf�1. s\ \ 2/ 1 7147 Total sf I�
I 1
14070 M.B.A. sqI I N I 1
/s q� \ \' o �Y'� L----- I -�
✓� \ \ \ Litt 53
I LAt 33 \ \ \ 12689 Totalsf I _ 107 2 r 1
7097 Total sf / IP \\ \\�62 M.B.A. sq Lot 40 I I
I 4141 M$A. sf / /\
>\ I
sP✓ / •( y, / \ 7279 Total. l
4037MB.A.
Lot 34
Q \\ 463 Total s( /\ \\ \ \ C„• / Il�a� +I M
4X I..BA. sf/ K , \
Lot 39
✓
`ocl` 10686 Total sf
A. Lot 35 /`\140M8..4. sq / be
4028 MBA
i 1
CHORD
CHORD BEARING
RADIUS
#4 Rebar w cap =1004 qp
ARC
TANGENT
L1
225.28'
N00008'18"E
1'v
NW
'/, SW
have been complied with and filed for record as
C1
165.72'
N18031'24"E
258.96'
37019'23"
168.69'
y
L2
112.08
N37011'5"W
NO
v�'/," IP(F)
I
I
I
I
N
165.11'
M
250.00'
38033'42"
168.27'
87.46'
L3
450.53
N01022'37"E
C3
66.46'
N6015'41"W
250.00'
15016'37"
\
0 I
L4
I
N13054'00"W
d
7
61\
°\
C4
180.14'
z l
150.00'
\
193.22'
112.63'
LS
141.02'
N87042'19"W
1
I
Common Qrea
4
L7
359.16'
S00023'35"W
�v,
I
136.67'
S15028'12"E
250.00'
31043'35"
IN A
71.04'
L8
144.15'
S31020'00"E
C6
146.65'
S60035'51"E
150.00'
58031'42"
153.23'
84.05'
i
I
I
S89051'42"E
NW 1/4, SW 1/4, Sec. 3
\\. \
1 I
!
T -1-S, R -13-W
t 18
i
Total sf \ \I
I
1
B.A. sf \
` o
/Lot 17 \ `'rc�,� II P
I I
i
i
S 89°34'55" W 1312.72
I
\
7 --
mlj� \ f -S----1
j
---------------\
- -
,.41Zebar�
53[4M.B.A sf ' \ TI
I w
I
1
i
j
I
Northeast Comer I
SW %2 SW %4, Sec. 3
1 Lot 16 1 �°`
I
!
Lydia J. James
T-1-S,R-13-W1
1 7234 Total sf 1
I
I
Book 93 page 46054
I
1 4225AI.. sf I
\1_
I
I
1�06�_i�
-----�
Ij
I
--+------------------
I
Lot 15
\7311 Totals•/_
14334MB.A. sf1
Lvdia James Trust
32-0-01 1
II
j
Book 85 page 53809
I
r Lot 14
8125 TotaBlsf
I1 931 MA. s
1 f
f 4
i
I
I_I 120.23_ _21
o aI
R I N06 T 13 sf"
9 4z SM.B.a. sf�
I
I I
I
I
Lydia James Trust
I
I I
Book 85 page 53809
dal Mt 12 � F
1
�i
I
�1 7201 Total sf
4225M�1lB.A. sf I
y II
I
-4-------------------
_
o
I
I
Lo 11
Lydia James rev Trust
bl 7205 T tat sf
4 4225 M BA. sf !
I
rn
Book 00 page 035604
I
!�1 _1 3._� n
II
I
iM
i�
I
I
d, I Lot 10 i ,I
Ii
�:3:-------------------
1 720471Otalsf
142'2.5 B.A. sf I
l I
I
( 60
I
i0
I
I
j p
_ T ___
I LyJt9 1 ,
Motal
11
icn
I
14,,,/jr1=.a srl I I I
'\n' _ I _ 12Q.03 -L _ I I PurteO Marketing Company I
- /�-- n�' (I j Book 99 page 023118 I
I 9005 Total s / -L9-- -.- Lot 8 i 1
/ f \ %$•6Toraljsf
5713,LLB.A. %� `\ � �+ 6 39 s I-AA7�25d-LB.. sf ,,i'>✓i I 1 I
0 Ji
r / - - - - - 17T-
12303
r---:---. I
! i Lot to / / I 1
12303 Total s / /yam, / I I I 7201 To of sf J j 11
i� 8996 A4B.A. s / ,�; /�, of 38 I I. 4225 B . s
fi I ,
------------J N Ig512Tota[sf I I, I ` I \ I
( / / 737MB.A.sf I 1 !_ _JP _00 6_ 1 66:0 3 \ I
it I I 501) -- � ' I '
_i Com n Area-- \
I I
----1998-----LJ �ra18F'
I /-------- oI on Area---- �� _ - 1
7823 Totalsf i \ w I
I
1 / I
o All
-• C I
IM �
/
- SW 1/2 SW Y4, Sec. 3 u
I en '
Mabelvale Church of Christ I a'
I _-310 b,
I °-
I
I Book 87 Page 19480
I
I
I
I�
1 \ X31
I S\
I �I
I
I
I I
I
I
I
1 I Proposed Pagis Mon.
Edge Existing Pavement
i 220.07 -
- ----.---------
#4 Rebar
Southwest corner
Section 3,
T -I -S, R -13-W
----.245.32.-----
I sf lsf
\\ V
op
\ 7
Lot 4
_M677otal sf :%4r
WM
/ 1 I I \\ O I
1 0-3 �1
✓ \ Lot 6 I \ z l
\ 36647Total sf I \I \ I
\`8135M.B.A=sf
\ I
\\ I \ \
\\ I
r2 \\101. 1
I
N.
Patrica S. Griffin 1
Book 02 page 138993
IN.
I
0-3\
I Lot 30
o�ol 46942 Total sf 0S
NI 36934bIBA=sj \ It
t
1+ I \ \ I I \ I
� I I ,
1
--- ------------ 3771E--- ------- --- 1 \ \\ \
------------------
------
r---- Ar---�
E' ------- -- - - - -
G03
I
I r -Ga
I I
0 1 \ , I i 6060 i
o as
1 i I
I II I
Lot 2 r•1 �' .1 \ 1
1 39221 Total Sj I N 293E/Tob/ sf .
25291 M.B.A.- f 1 c 14649M .A_ sf 01 N 1 \ \ !
I I -- I
_45i BSL -
I ProposeddN�Mon. \ j
Nei
\ I
12' Land use Huffer 1
184.69 Proposed f
Proposed R/W 3 T R 1 1 \
I
-ClL----------- i `-------•
Mabelvale Rd. (90' R/W) S 8905603" W 1320.33 #4 Rebar(F)
Southeast comer
W '/2 SW '/4, Sec. 3
T -I -S, R -13-W
Vicinity Map
V = 2000'
Centerline Data
LINE
CHORD
CHORD BEARING
RADIUS
DELTA
ARC
TANGENT
L1
225.28'
N00008'18"E
Proposed Zoning:
Lots-7-153-Sinsle Fanuh
of Little Rock Subdivision Rules and Regulations
g
Lots 1 -6 -PI- llgiinCr'Ci}it" -
have been complied with and filed for record as
C1
165.72'
N18031'24"E
258.96'
37019'23"
168.69'
87.46'
L2
112.08
N37011'5"W
Source of Sewer - City of Little Rock Waste Water
No. 212
I
I
I
I
C2
165.11'
N17054'14"W
250.00'
38033'42"
168.27'
87.46'
L3
450.53
N01022'37"E
C3
66.46'
N6015'41"W
250.00'
15016'37"
66.66'
33.53'
L4
157.73'
N13054'00"W
C4
180.14'
N50048'10"W
150.00'
73048'19"
193.22'
112.63'
LS
141.02'
N87042'19"W
L6
25.00'
S89046'09"W
L7
359.16'
S00023'35"W
C5
136.67'
S15028'12"E
250.00'
31043'35"
138.43'
71.04'
L8
144.15'
S31020'00"E
C6
146.65'
S60035'51"E
150.00'
58031'42"
153.23'
84.05'
L9
81.42'
S89051'42"E
C-3 & 0-3 Lots 1 - 6
------------------------------- --------- ----------------------I-----------------
Average Average I
Total Sq Ft MBA Sq Ft Max Lot Size I Min Lot Size
--------- --------- ___------.1 29,311-
___------__------
- 37,066 24,873 46,942
____________________________________________________________--------__---______
M.B.A. = Maximum Buildable Area
Residential Lots 7-53
- - A--ve------
rage ------------A--ve-----rage----------I --------------------------------------
I I I I
Total Sq Ft M.B.A. Sq Ft I Max Lot Size I Min Lot Size I
--------------------------------------------------------------------------------,
1 8,9301 5,439 1 18,5121 6,600 �
Survey Description Lots 1-6, Office Commercial
That part of the West Half of the Southwest Quarter of Section 3, Township I South, Range 13 West, more
fully described as follows: Beginning at the southwest corner of said Section 3 run thence North 89°56'03"
East along the south line of said W %2 SW '/4 for 220.07 feet to the southeast corner of property described in
Document 87 at page 19480 of the records of Pulaski County, Arkansas, said point being the point of
beginning of property herein described; thence North 0°53'25" East along the east line of said property
(Doc 87 page 19480) for 375.47 feet to a point on the east line thereof, thence North 9°50'00" West along
the east line of said property (Doc 87 page 19480) for 235.06 feet, thence South 89051'42" East for 476.37
feet; thence South 0'8'18" West for 605.37 feet to the southeast corner of the West Half of the Southwest
Quarter of the Southwest Quarter of said Section 3; thence South 89°56'03" West along the south line of
said Section 3 for 440.09 feet to the point of beginning, containing 6.19 acres more or less.
Notes:
I hereby certify that the above plat represents a survey made by me or
under my supervision on the date indicated, and all easements,
encroachments, and improvements disclosed by this survey are shown.
No independent search for easements, covenants, encumbrances, or any
other facts which an accurate title search may disclose was performed.
Flood plain line location was created by digitally reproducing CERTIFICATE OF PRELIMINARY
Zone AE 100 year flood plain area, Zone X 500 year flood plain SURVEYING ACCURACY
A h d ' d fl h FIRM Fl d
Typical Lot Easements
(Not to Scale)
10' Utility & Drainage EST
I I
I
1
I
25' Setback Line I
-r------------T
I
I
I
I
ly
I
1
I
�I
I�
I�
�I
Proposed Zoning:
Lots-7-153-Sinsle Fanuh
of Little Rock Subdivision Rules and Regulations
g
Lots 1 -6 -PI- llgiinCr'Ci}it" -
have been complied with and filed for record as
Basis of Bearing is in accordance
required.
Itv
dl
87r page
Source of Titic:Bitle:Book 86 Page 15652
Date of Execution Charles F. Best
Pec"
as
Source of Water - Central Arkansas Water
I
Source of Sewer - City of Little Rock Waste Water
No. 212
I
I
I
I
I
I
t ------------J
I
I
IO'
Utility & Drainage EST
Survey Description Lots 7-52, Single Family
That part of the West Half of the Southwest Quarter of Section 3, Township 1 South, Range 13 West, more
fully described as follows: Beginning at the southwest comer of said Section 3 run thence North 89°56'03"
East along the south line of said W '/2 SW '/4 for 220.07 feet to the southeast corner of property, described in
Document 87 at page 19480 of the records of Pulaski County, Arkansas; thence North 0°53'25" East along
the east line of said property' (Doc 87 page 19480) for 375.47 feet to a point on the east line thereof, thence
North 9°50'00" West along the east line of said property (Doc 87 page 19480) for 235.06 feet to the point
of beginning of property herein described; thence North 9°50'00" West along the east line of said property
(Doc 87 page 19480) for 14.94 feet to a point on the east line thereof; thence North 19°17'00" West along
the east line of said property (Doc 87 page 19480) for 220.00 feet to a point on the east line thereof; thence
North 31020'00" West along the east line of said property (Doc 87 page 19480) for 199.40 feet to a point
on the west line of said Section 3 that is 1000.00 feet North 0°23'35' East of the southwest corner of said
Section 3; thence North 0°23'35" East along the west line of said Section 3 for 652.10 feet to a 1 Y2" iron
pipe-, thence North 89°46'09" East for 652.82 feet to 1 %2" iron pipe; thence South 0'08'18 " West for
104857 feet to a point that is 605.37 feet North 0'08'18" East of the southeast corner of the West Half of
the Southwest Quarter of the Southwest Quarter of said Section 3; thence North 89°51'42" West for 476.37
feet to the point of beginning, containing 14.8 acres more or less.
area, an t e eslgnate oodway areas on t e 00
Insurance Rate Map Panel 92 & 94 of 150 of the City of Little Rock,
Legend
Arkansas, Pulaski County. A more accurate representation of these
flood areas may be achieved with more extensive field data and flood study
I , Charles F. Best, hereby certify that
which was not conducted by this firm.
this plat correctly represents a boundry survey
$
made or verified by me that all surveying
Current Zoning: 0-3
requirements of the State of Arkansas and City
Proposed Zoning:
Lots-7-153-Sinsle Fanuh
of Little Rock Subdivision Rules and Regulations
g
Lots 1 -6 -PI- llgiinCr'Ci}it" -
have been complied with and filed for record as
Basis of Bearing is in accordance
required.
with Warranty Deed Recorded in
Pulaski County, Arkansas Document
A-1 // d j
87r page
Source of Titic:Bitle:Book 86 Page 15652
Date of Execution Charles F. Best
Registered professional
Source of Water - Central Arkansas Water
Land Surveyor
Source of Sewer - City of Little Rock Waste Water
No. 212
Arkansas
GRAPHIC SCALE
1
0' 80' 160' 240'
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
All requirements of the Little Rock Subdivsion
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' -ftram'I'e'
Date
Date of Execution
L.R. Planning Commission
C,1STE> 4
Ir AIt9A 1SWNAL
• w
REG
p1lo s
E h EB
'y No.3246
=gRLeS F. ®illi
`oo, I a uuttp
\I ALt
CQo CORP OR,q
-�--
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, Charles F. Best, hereby certify that
this plat correctly represents a plat made by
me, and that engineering requirements of the
Little Rock Subdivsion Rules and Regulations
have been complied with.
4L-_&'�%
Date of Execution
Charles F. Best
Registered Engineer
No. 3246, Arkansas
RAW
5.00
r- 1 2
Standard Crosssection Valley Oaks Court 6+50 - 24+41.18
Ap roved Subbase material
RNV RNV
2.0 5.00 5.00 1 2.0
5.0 36 5.0 c
CIL 4" Cc nc. Sidewalk 18 Cc
. Si walk 01
20 I 3 of IxAsphalt
6" Crown mi
mi
pr
c
=LIlllj-(II_I _=1=illrll(I �_-i_!:=!Ie
Approved Su 1:�•il_=_l 1Trr=,_, I_ jl_ I
material�`r1=I-!Xo
-
zz
o
Standard Crosssection for Valley Oaks Court 0+00 - 6+25
N.T.S.
J
D
J
Legend
Computed Comer
Found Monument (Labeled)
$
##6 APbar Set w/cap # 212
_-
Power Pale
Fence
Property Boundry
Powertine
P.O.B.
Point of Beginning
GRAPHIC SCALE
1
0' 80' 160' 240'
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
All requirements of the Little Rock Subdivsion
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' -ftram'I'e'
Date
Date of Execution
L.R. Planning Commission
C,1STE> 4
Ir AIt9A 1SWNAL
• w
REG
p1lo s
E h EB
'y No.3246
=gRLeS F. ®illi
`oo, I a uuttp
\I ALt
CQo CORP OR,q
-�--
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, Charles F. Best, hereby certify that
this plat correctly represents a plat made by
me, and that engineering requirements of the
Little Rock Subdivsion Rules and Regulations
have been complied with.
4L-_&'�%
Date of Execution
Charles F. Best
Registered Engineer
No. 3246, Arkansas
RAW
5.00
r- 1 2
Standard Crosssection Valley Oaks Court 6+50 - 24+41.18
Ap roved Subbase material
RNV RNV
2.0 5.00 5.00 1 2.0
5.0 36 5.0 c
CIL 4" Cc nc. Sidewalk 18 Cc
. Si walk 01
20 I 3 of IxAsphalt
6" Crown mi
mi
pr
c
=LIlllj-(II_I _=1=illrll(I �_-i_!:=!Ie
Approved Su 1:�•il_=_l 1Trr=,_, I_ jl_ I
material�`r1=I-!Xo
-
zz
o
Standard Crosssection for Valley Oaks Court 0+00 - 6+25
N.T.S.
J
D
J