HomeMy WebLinkAboutZ-4768-B Map 6W)
- - - - --Crossfie
Clyde L & Barbara Pembroke
Book 99 page 004875
SW %2 SW %4, Sec
T -1-S, R -13-
Mabelvale Church of Christ
94 Rebar w/cap #1004
('rawler Parts of Ark Inc
Book 98 page 56424 /o i' 4 NW 114 SW l i
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/oo / ` n
N 89°46'09" E 652.82 h j' /2 " H'(F)
I 1 I
F1 2Nei\`� ----16949----�� N I\
I \ V Lot23� 1 I st ,P�, i i/moo \ R\ I /
I �(\ 14722, ,To�1 sf
I h \ \\ 10622 -4. sf nl 1 Lot 22 \ i f \o $ \ I Z)
I
Net�� r.�\ \\ 16564 Total sf ph \� 62'♦
I, NIL�\ V ^I I 12447MB.A. sf N /i jl I I
Common Qrea 1
I Lot 24 / \ II
I 15863T'ta1'�f \/` \91' J r ♦ / /�' \ \ / ..�,.� /�♦ O
I 11 1 .A. sf , ) <s' y Lot 21 0 / Lot 20 / {.
I / \ 1202 Total vI I9849Yvtalsf / / IN,
/ 7668 AT B.A. s,)'�1 16432MB- . / / \ ♦ )
h ` N1 ! / 9
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I f1�00 I aim u9 �o� _--4i.$)J/tom\ j /L0814Totals„f
Lot 25 7 L � / / 7348 M.B_4. �/ ;�
66007'otal sf Iia �f �� / Q; // .. \
37o6M.B.A.s� w LS ..__ �•/ �• 13 / `: i NW'/4,SW'/4,Sec. 3
. ♦ / / \ �T T -1-S, R -13-W
I
W - - - t- - �� ,� � �,,Lot 18
I 110.00 I I / \ C X10357 Totalsj\
\6 M. A. sf
6600 o n� I• ' t � I I� � •. y. \ � � - \ � I 1
0 3706 A4. B.A. sJl- I LOt 47 -� I 7 \ t+`" ' \ ✓ I 1 I
I I
08 ol u• �. `'� \\. 1 I I S89°34'55"W 1312.72
94TtaIs rt
-- t 14258 A1BA. sq `h ri ♦♦ \\1l \' h'� Lot 17 /♦
_ 060•ot r7 p- ---i------� oin 66t7 ,T1�`� `\ -85�l Tora/sf i-S---� --------------� / --- Rebar
I 110.00 I
Loi17-- - ...-
W I_---- I T `il L1_110.00___I 149-'lf B.:l. sq \ \,. `� ` 5364MBA. sf i 'tSf i j "t
�\ 1 I_ w � I Northeast Comer I
__ i I-------� q \ - j20,?Z c I SW h SW /4, Sec. 3
-ir , I Lot 48� '\ - -\ II ! T -1 -S, -13-W
11.00 I 677o Total sj I ''' Lydia J. James I
Lot 28 I 3855 M.B.A. sq 121?7 \ \r t Lot 16 \ I j Book 93 page 46054 I
6600 Totals 1 dl 1 7234 Total sf
Ct 37061LLB.A. sf I L 1 _ -117. Y /_ _ Y' �� 7 1 TotaI sf t t \�, \ It 4225 M.B.A. sJ 1 �\'
------- 'J 443..IrB.A.s`C-- '�\ 12063.--L I I
--- --- I I Lot 49-------------------
I1a33Tv4zA1.Ba II' _ -125?� 11 P ` Lat15
I F1b.00 - i i
Lot 30 I lc^
6600 Totalsfl ti
Iq 3706MBA. sf I N
lI
j Lot 31 1
7494 Total sf 1 �i
4532M.B.A. sf 1
I -�
l _
' 11$8 1
.0 \ \
_ \ Lot 32 \
80(l Total sf \
y 496t0WA. sflt,
1
I s '
I `3�' �K'ta` q \\ r� ✓3 �� �'
t L 33 \ \
7097�ta1 sf
I 4141 h4.13,A. f /
I � � Lot 34
\\ 463 Total sf , /\
✓ 4, 0A4.B.A. sf, ,Y
/ \
I �/,,��neS \
\ �C59Lot 35 Wott\
eI C >f
of 36
I / / 9005 Total sf
/ \ 5713A1.B.A.//
P 1 Lot 44 t lrc' ` 7311 Total, , \ `� I 1 1
14===J 76T.7 Total sf 1 1 \1`334 MB.A. sf1l V, 1, j Lydia James Trust I
46 :I L.B.A. sq
\-
_ _ - _ - -\ \_ 1 _ _ I I Book 85 page 53809
50 _ - �n-1 i I
"otaI ss 1, j 445 \I G' r L 14 11 I I II I
q ot) 1 Lot �S ''`1� 8125 Total Is
7876 Tor sf sf
L w ',n 1 931 MB.A. f
4817M.BA....rq ,� \
_- -- o '' I_I 120 Z3 __3 I !
1 L �
ot51
s e"
I
I Total ) 1 Lot 42 0 o I
MBA. sq I o Lot 13� I I1 I Lydia James Trust
9504Torals� 0,L� I 06 Totalsf
1 57941 B.A. s44 I v [- IA 142 5b4.BA..cif ! Book 85 page 53809
1
IV) -L- Q43--
Lot 52 1------- 12y1 -- --
8047TotJV��Jf----II 949 T. t 119.43 I= I d I L�t t 12 Lot 41 Iml.. �1 7201Totalsf rA I -------------------
147TotalsjlI4225A4'8..4.sj I4BA. sqI N L----- � I ! I
J �.�I L01 11 , I i Lydia James rev Trust
�\\1268t/Ta31sf - 1J7.2f r� •2
\ 62 ALB..4. s 1 I I 7205 T tat sf Book 00 page 035604
q Lot 40 I 4225ATB.A. sf ! I
r\ ) 7279 Total sfI I I I CGI I II A I !m
4037MB.A. s I I. _ 1 i___ 1
-----
\ \ /r`�l�`•`�'t�! .d,�Y 720albtalsf. qJ
M g 4225,�1f. A. sf! g 1 °p
\ V Lot 39 I_� _1 3_I 11 II ! o / 10686 Total sf I I I j 0 I
♦� 5140 Ar.BA. sq/I I - r- L t 9 i �{
/ d
7201 Total sf i
./ mai_ 14225 RA. sfi
Purtell Marketing Company
Book 99 page 023118 I
Y ( ♦♦ o `- --,`: - = o% i Lot 8 i
♦♦ 7866---��--- I 201 Tota#sf 1 !
i '!9 9 14225 MB-+ if I I
4,1
-y--30x3_1293- !9 -i i\ !
I / Lot 37 /i ----- i,51 I r-- -�--. I 1
Q \ / / 12303 Totals /�," t / I j 7107 Yotalsf %
!//� 8996M.B.A. sj� /�ti Ot 36 I 14225ApBft. sf j I `-
/ OT 1511 Total sf I
I (/ y1737MBA sfI I 50 0-_ - d -00
_� sy
Com ral rrea-
----1098-----LJ N I
- /� I \ I
I 7823 Total sf W / / - I I
-------24532----
60.00i a
1 1 0-3 I:
CD
I I \ Lot 6 I 1. \ z I
3 Total sf \ i �', ,: i � \ 36647 Total sf I \1 \ I
O ✓ I \U / �786M.BA._sf .1,�p y (�: N 35,\ 1813511.13-4 sf
01
IN
e N
o IN I \ \ \
Z�/�/St��'�' \\ I
1 \ Lot 4 \ c \` \
y1 '•r ?7T G otal_ sf _. _ ..o N. �, \\ I \ I
4,
I � SW'/2 SW'/4, Sec. 3 w
\i 4. I
\ \��� Patrice S. Griffin
Mabelvale Church of Christ I �j ` \ ♦eas \ ``� Book 02 page 138993
t 322.32 \ \ Qq V v
O \ Co 0-3 >oe
X310 I Lot 3
I 6 \ 36934
O � -769- 2 To sf S♦ \
t a \ Oa .LLB_4. 4._sf \ \ I
I Book 87 Page 19480 ,) `------ -
377.11____
-- --_ ---
----------- ------ \
I- �r---�
I \9! o \ I I I 6Qi0
s\ I C-3
\ I I C-3'
LOt
\ t 3922] Tom! I ot 2i 19311 Tob sf y I 1 v iia
I I 25291 ALB_4.Isf 1 14649M$ •f-sf rl L!
Nei
I I I Proposed�'agis, Mon. I I
1
L----12_Landuse __er-------------------- �. I
(Proposed Pagis Mon. 184.69 Proposed 1
Proposed R/W T 4t- \ R ! l \ I
Edge Existing Pavement o J I
220.07- <r o - \
y 4 Rebar ... _ • . - - • . - - Mabeh ale Rd (90' R/11 ) 8 89056'03" W 1320.33 ��- - - - - - - - \ / - -- - - - - • )
/ #4 Rebar(F)
Southwest corner Southeast comer
Section 3, W'/z SW 1/4, Sec. 3
T -1-S, R -13-W T -1-S, R -13-W
Vicinity Map
I" = 2000'
Centerline Data
LINE
CHORD
CHORD BEARING
RADIUS
DELTA
ARC
TANGENT
LIJ
225.28'
N00°08'18"E
Current Zoning: 0-3
requirements of the State of Arkansas and City
R°
R, I
Cl
165.72'
N18°31'24"E
258.96'
37019'23"
168.69'
87.46'
L2
112.08
N3701 ITV
I
I
1
I
I
I
t ------------J
I
I
C2
165.11'
N17054'14"W
250.00'
38033'42"
168.27'
87.46'
L3
450.53
NO1°22'37"E
C3
66.46'
N6015'41"W
250.00'
15016'37"
66.66'
33.53'
L4
157.73'
N13054'00"W
C4
180.14'
1 N50°48'10"W
150.00'
73°48'19"
193.22'
112.63'
L5
141.02'
N87042'19"W
L6
25.00'
S89046'09"W
_
L7 1
359.16'
S00023'35"W
C5
136.6T
S15028'12"E
250.00'
31043'35"
138.43'
7Lo4'
L8
144.15'
S31020'00"E
C6
146.65'
S60035'51"E
150.00'
58°31'42"
153.23'
84.05'
L9
81.42'
S89051'42"E
C-3 & 0-3 Lots 1 - 6
Average ---- --------------------------
-----------------------------I----- --- 1
Total Sq Ft MBA Sq Ft Max Lot Size 1 Min Lot Size I
-----------------------------------------------------------------------------------
1 37,066 I 24,8731 46,9421 29,3 111
----------------------------------------------------------- _ _^aw-----
Residential Lots 7-53
Average ------I Average ------I----------------- I------------------
Total Sq Ft 1 M.B.A. Sq Ft 1 Max Lot Size 1 Min Lot Size
--------------------------------------------------------------------------------
8 930 1 574391 19,5121 61600 1
Survey Description Lots 1-6, Office Commercial
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 rum thence North 89°56'03"
East along the south line of said W Ya 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 0053'25" East along die 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 89°51'42" East for 476.37
feet; thence South 0'8'18" West for 605.37 feet to the southeast comer 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 superyision 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 \vas created by digitally reproducing CERTIFICATE OF PRELIMINARY
Zone AE 100 year flood plain area, Zone X 500 year flood plain SURVEYING ACCURACY
M.B.A. = Maximum Buildable Area
NO, DATE OF VISION BY
Typical Lot Easements 1 1-5-05 MN
(Not to Scale)
2 1-13-05 JH
10' Utility & Drainage EST
f -------------i
1 I
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I
25' Setback Line I
-r ------------T
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1
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TI
Current Zoning: 0-3
requirements of the State of Arkansas and City
R°
R, I
1�
dl
Basis of Bearing is in accordance
required.
fio
w°' I
Pulaski Coanh, Arkansas Document}'•f
_
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87 at page 19480.
Date of Execution Charles F. Best
I
I
1
I
I
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I
10'
Utility & Drainage EST
Survey Description Lots 7-52, Single Family
That pari 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 nun 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 Count}. 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 9O- �0 00n 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°1700" West along
the east line of said propery (Doc 87 page 19480) for 220.00 feet to a point on the east line thereof, thence
North 31 °20'00" 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 0023'35" 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 '/2" iron
pipe; thence North 89'46'09" East for 652.82 feet to 1 '/2"iron pipe; thence South 0'08'18" West for
1048.57 feet to a point that is 605.37 feet North 0008'18" 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, and the designated floodway areas on the FIRM Flood
Legend
Insurance Rate Map Panel 92 & 94 of 150 of the City of Little Rock,
Computed Corner
Arkansas, Pulaski County. A more accurate representation of these
I , Charles F. Best, hereby certify that
flood areas may be achieved with more extensive field data and flood study
which was not conducted by this firm.
this plat correctly represents a boundry survey
T-R•S
made or verified by me that all surveying
Current Zoning: 0-3
requirements of the State of Arkansas and City
Proposed Zoning:
Lots 7-53 = PZD-Single Family
of Little Rock Subdivision Rules and Regulations
Lots 1-6 = PZ,j Office C mmercial
hs, e been complied with and filed for record as
Basis of Bearing is in accordance
required.
with Warranty Deed Recorded in
Pulaski Coanh, Arkansas Document}'•f
_
/y j
87 at page 19480.
Date of Execution Charles F. Best
Source of Title:Book 86 Page 15652
Registered professional
Source of Water - Central Arkansas Water
Land Surveyor
Source of Sewer - City of Little Rock Waste Water
No. 212
M H
Arkansas
RM
7
Approved
GRAPHIC SCALE
1 "=80'
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 platis hereby granted subject to
Further provisions of said rules and regulations. This
Certificate shag expire
Date
Date of Execution
L.R. Planning Commission
STATE GF `'..
;b.* AS •.
+ O • XNA7UR8 r•
b• i
0GES F •�•'•
LAID
ematt,11
ARga\,SAS
R 1
PR ONAL
Glb'EER
yt ale vk
C'y No.3246 �5�/1
gRIIES F - �0
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
SEAL
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.
=f
Date of Exec ution
Charles F. Best
Registered Engineer
No. 3246, Arkansas
RM
5.00 1 2
Standard Crosssection Valley Oaks Court 6+50 - 24+41.18
Ap roved Subbase material
R/W R/W
2.0 r 5.00 Imo- 5.00 - � 2.0
Standard Crosssection for Valley Oaks Court 0+00 - 6+25
N.T.S.
CLIENT
Legend
-t
Computed Corner
DSGN BY
Found Monument (Labeled)
JOB #
#6 Rebar Set w/cap # 212
T-R•S
)F
DWNBY
Fence
PRO
Property Boundry
STATE CODE
Powerline
P.O.B.
Point of Beginning
Approved
GRAPHIC SCALE
1 "=80'
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 platis hereby granted subject to
Further provisions of said rules and regulations. This
Certificate shag expire
Date
Date of Execution
L.R. Planning Commission
STATE GF `'..
;b.* AS •.
+ O • XNA7UR8 r•
b• i
0GES F •�•'•
LAID
ematt,11
ARga\,SAS
R 1
PR ONAL
Glb'EER
yt ale vk
C'y No.3246 �5�/1
gRIIES F - �0
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
SEAL
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.
=f
Date of Exec ution
Charles F. Best
Registered Engineer
No. 3246, Arkansas
RM
5.00 1 2
Standard Crosssection Valley Oaks Court 6+50 - 24+41.18
Ap roved Subbase material
R/W R/W
2.0 r 5.00 Imo- 5.00 - � 2.0
Standard Crosssection for Valley Oaks Court 0+00 - 6+25
N.T.S.
CLIENT
John Williams
ADDRESS
I Mablevale West, Little Rock, AR
DSGN BY
I CHARLES BEST
JOB #
3370
T-R•S
W 1/2 SW 1/4 Sec.3 T -1-S, R -13-W
DWNBY
MATT NALLEY
PRO
STATE CODE
I 500-O1S-13W-E-03-300-62-0212
CHKDBY
CHARLES BEST
CR5
DATEDWG.MADE
12-03-04
APPRBY
CHARLES BEST
RW5
DATE OF SURVEY
8-10-04
SCALE
I"= 80'
HURRICANE VALLEY INC.
PROFESSIONAL ENGINEERING CONSULTANTS
P.O. BOX 118 501-847-7282
BRYANT, ARKANSAS FAX: 501-847-2431
DWG. NO.
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Preliminary Plat
Valley Oaks Court Addition
the City of Little Rock, Arkansas
SHEET
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