HomeMy WebLinkAboutS-1616 Map 404 Rebar(F)
Northwest corner
NW 'a, SW 1!4, Sec. 3 ,e,
T-1•S, R-13-W J 1 #4 Rebar w/cap #1004
a j Crawler Parts or Ark Incul
1 , , t8
vrj Book 98 page 56424 NW /� SW
nl Northeast Comer
19 NW''14,SW'/4 1
Section 3 1
zl N 89046'09" E 652.82 he 8(F) T-I-S, R-13-W 1
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Lot 30 �I Lot 50
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Common Area 1 I �' o , g7°21'41
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I Book 87 Page 19480
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Edge Existing Pavement
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03 Rebar (F) N 89°56'03" E 220.07 P.O. , Lots 1-5 - S89"36'63"
Southwest cnmer
Section 3. Mabelveled. 90' R/VV S 89°56'03" W 1320.33
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—•-C/L----------� /-------
Southeast comer - #3 Rebar (F)
W'/2 SW 14, SW 'h, Sec. 3 Southeast comer
T-1-S, R-13-W SW It, SW '/4, Sec. 3
T-I -S, R-13-W
N
Vicinity Map
1" m 2000'
Side
Typical Building Area
(Not to Scale)
------ Street -- ---
Fro�)l+t
�Q' IltUi1Lf;DraiPAgte
I I
25' gj r}pk Line
II l
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10, Utility & Drainage
Side
Hear
Notes:
1) Building setbacks along streets are 25'.
2) Utility and drainage easement along streets
__ and rear of lots is 10' or as shown. j
3) Utility and drainage easement along sides of lot
is 5' or as shown.
4) Building setbacks along rear of lots is 25'.
5) The side yard setback is 6' except between lots 7 & 8,
16 & 17, 20 & 21, & 23 & 24, which the side yard setback
is 8'. '
6) In the case of a corner lot, however, when providing
a 25' exterior side yard, the rear yard may be reduced
to not less than (8) feet.
REVISED ON:
NO.
DATE Or REVISION
BY
1
2-19-08
BF
2
3-14-08
JH
3
3.18-08
BF
4
3-24-08 -
BF
Centerline Data
LINE
I LI
C1
CHORD
244,20'
_
191.94,
57.00'
I CHORD BEARING
N00°OS'18"E
N18031'24"E
N37011'5"W
RADIUS
_
300.00,
--r--
DELTA
_ _ _I
37°32'30"
ARC TANGENT
TAN
f—
1 MAT 87.46'
L2
C2
165TI
1 N17°54'14"W
250.00'
38°33'42"
168.2T
87.46'
L3
450.53
N01°22'37"E
�—
C3i
66.46'
N6°15'41"W
250.00'
IS°16'37"
66.66'
33.53"
L4
157.73'
N13°54'00"W
C4
180.14'
N50°48'10"W
150.001
73048'19"
193.22'
�JI
112.63'
L L5_
L625.00'
141.0T
N87042'19"W
S89046'09"W
I
—
�L7 359.16' S00023'35"W
C5 136.67' S15028'12"E
250.00'
31043'35"
138AzI
7LUlf '
L8
I44.15'
S31020'00"E
�84
C6
146.65' 1
S60°35'51"E
150.00,
5803l'42"
153.23'
L9
81.42'
S89°51'42"E
I certify that the above plat repesents a stwey made by me or Survey Description Lots 1-5, Office Commercial {O4
under my supervision on the date indlmted, and all easements, That part of the West Half of the Southwest Quarter of Section 3, Township 1 South, Range 13 WeSt, more l�+�
encroachments, and improvements dislosed by this survey are shown. fully described as follows: Beginning at the southwest corner of said Section 3 runthence North 89°56'03" i11�
;
No independent search for easements,.ovenants, encumbrances, or any East along the south line of said W '/2, SW '/4 for 220.07 feet to the southeast corner of property described in CERTIFICATE OF RECORDING '-,a /1
other facts which an accurate title searh may disclose was performed. Document 87 at page 19480 of the records of Pulaski County, Arkansas, said point being the point c1' This document, number filed for
beginning of property herein described; thence North 0°53'25" East along the east line of said property Record 0_, in PlatBook'
Flood plain line location was created )y digitally reproducing (Doc 87 page 19480) for 375.47 feet to a point on the east line thereof, thence North 9150'00" Westalong 200903 sso Receivedags/�
Zone AE 100 year flood lain area, Zme X 500 year flood lain the east line of said property (Doc 87 page 19480) for 242.95 feet, thence North 89°53 02 East for 249.80 Record 5 0 Recei008 T/: 120 P F' n p M 'tad 8 Signed Q Y1G��l,Q A_ }� area, and the designated oodway are'�s on the FIRM Flood feet; thence North 77°22'42" East for 233.09 feet; thence South 008'18" West for 665.52 feet to the Record in official Records o'I PAT O'BRIErJ.
Insurance Rate Map Panel 92 & 94 ol150 of the City of Little Rock, southeast corner of the West Half of the Southwest Quarter of the Southwest Quarter of said Section 3; PULAs I COUNTY CIRCUIT/COUNTY CLERK ver
Arkansas, Pulaski County. A more acurate representation of these thence South 89056'03" West along the south line of said Section 3 for 440.09 feet to the point of beginning, Fees $.00
flood areas may be achieved with mor. extensive field data and flood study containing 6.19 acres more or less. t30—>o, aDpgo 3o 5$$
which was not conducted by this firm. CERTIFICATE OF OWNER d aoD¢o 30 5$e
Survey Description Lots 6-52, Single Family & Common Areas We, the undersigned, owners of the real estate shown and
Described herein, do hereby certify that we have laid ff platted and
That part of the West Half of the Southwest Quarter of Section 3, Township 1 South, Range 13 West, more Subdivided, and do herebyy lay off, plat and subd' ' sa' real estate
fully described as follows: Beginning at the southwest comer of said Section 3 run thence North 89°56'03" In accordance with this tat.
East along the south line of said W'/2, SW '/4 for 220,07 feet to the southeast corner of property described in p
Document 87 at page 19480 of the records of Pulaski County, Arkansas; thence North 0°53'25" East along ¢/2 9 % s2 a,0 e>
Basis of Bearing is in accordance the east line of said property (Doc 87 page 19480) for 375.47 feet to a point on the east line thereof, thence ateol Execution ssociates
with Warranty Deed Recorded in North 09°50'00" West along the cast line of said property (Doc 87 page 19480) for 242,95 feet to the point Box 59
Pulaski County, Arkansas Document of beginning of pproperty herein described; thence North 09°50'00" West along the east line of said property ittle Rock, AR 72203
87 at page 19480. (Doc 87 page 19480) for 7.05 feet to a point on the east line thereof; thence North 19° 17'00" West along
the east line of said properly (Doc 87 page 19480) for 220.00 feet to a point on the east line thereof; thence Source of Title: D.R, page
North 31°20'00" West along the east line of said property (Doc 87 pa a 19480) for 199.40 feet to apoint Instrument No. 20060 l 4
on the west line of said Section 3 that is 1000.00 feet North 0°23'35" East of the southwest comer o said
Section 3; thence North 0°23'35" East along the west line of said Section 3 for 652.10 feet to an 1 /2 '�,.n CERTIFICATE ^r ENGINEERINC -ACCURACY
pipe; thence North 89°46'09" East for 652.82 feet to an 1'/2" iron pipe; thence South 0°08' 18" West for 1, Charles F. Best, hereby ccr tify that this plat correctly represents
988.05 feet to a point that is 665.52 feet North 0°08'18" East of the southeast comer of the West Half of a plan made by me, and that engincering requirements of the Little
the Southwest Quarter of the Southwest Quarter of said Section 3; thence South 77°22'42" West for233.09 Rock Subdivision Rules and Regulations hay een complied \with,
feet, thence South 89053'02" West for 249.80 feet to the point of beginning, containing 14.8 acres tmre or less. n
4-/7-9 �ZovY 15a,�
Common Area 1 Legal Description Date o Execution Charles F. Best
Registered Professional
That part of the West Half of the Southwest Quarter of Section 3, Township 1 South, Range 13 Wc.t, more Engineer No.3246
fully described as follows: Commencing at the southwest corner of said Section 3, rim thence North 39°56' Arkansas
03" East along the south line of said West''h, 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 00°53' CERTIFICATE OF SURVEYING ACCURACY
25" East for 375.47 feet, thence North 09°50'00" West for 242.95 feet, point being the said point of I, Charles F. Best, hereby certify that this plat correctly represents
beginning; thence North 89°53'02" East for 249.80 feet, thence North O1°22'37" East for 30.93 feet a boundary survey made or verified by me, all monuments required
thane@North 89°51'42" West for 260.54 feet, thence South 19° 1 T00" East for 26.60 feet, thence S(uth actually exist and are correctly shown hereon and that all surveying
09°50'00" East for 7.05 feet to the said point of beginning; containing 0.18 acres more or less. Requirements of the Little Rock Subdivision Rules and Regulations
have been complied with.
, _
Legend Common Area 2 Legal Description Dale�44Z01/cutiontie F
Charles F. Best
-E Computed Comer That part of the West Half of the Southwest Quarter of Section 3, Township 1 South, Range 13 West, more Registered. Professional
fully described as follows: Commencing at the southwest corner of said Section 3, rim thence North89°56' Land Sun'evor No. 212
Found Monument (Labeldj 03" East along the south line of said West''/2, SW ''/4, for 220.07 feet, to the southeast corner of property Arkansas
described in Document 87 at page 19480 of the records of Pulaski County, Arkansas;
#6 Rebar Set w/cap # 212 25" East for 375.47 feet, thence North 09°50'00" thence North ')053' West for 242.95 feet, thence North 89°53'02" East for CERTIFICATE OF FINAL APPROVAL
249.80 feet, thence North 77°22'42" East for 51,43 feet to the point of beginning of Common Area 2, Pursuant to the Little Rock Subdivision Rules and Regulations,
o Power Pole thence North 77°22'42" East for 181.66 feet, thence North 00°08' 18" East for 988.05 feet, thence S)uth and all of the conditions of approval having been completed, this
Fence 89°4fr'09" West for 371.47 feet, thence South 34°32'49" East for 129.70 feet, thence South 85°4I T2" East document hereby accepted. This certificate is hereby executed under
for 91.34 feet, thence South 45°54'34" East for 98.78 feet, thence South 13°54'00" East for 298.23 feet, the authority of said rules and regulations.
Property Boundry thence South 08017'52" East for 83.06 feet; thence South 01°22'37" West for 420.10 feet, thence North
89051'42" West for 120.03 feet, thence South 01 °22'37" West for 52.15 feet, to the said point of ep-, ai-0 Q CT
Powerline beginning, containing 2.49 acres more or less. Date of ExcciIitinn�— L. ,Panning Cctrmission
P.O.B. Point of Beginning
GRAPHIC SCALE
1"=100'
I
0' 100, 200, 3 0'
RE�p
Pee��s sat
��(.61FEBB
w*w
CI No.3246
�R�Es F• �,�
CLIENT
J•W. & Associates
ADDRESS
I Mablevale West, Little Rock, AR
DSGNBY
CHARLESBRT
JOB #
3370
T-R-S
W 1/2 SW I/4 Sec.3 T-1-S, R-13-W
DWNBY
JOSH HUMES
PRO
STATECODE
I 500-01S-13W-E-03-300-62-0212
CHKDBY
CHARLES BET
CR5
DATE DWG. MADE
1.17-08
APPR BY
CHARLES BET
RW5
DATE OF SURVEY
1 1.17-08
SCALE
1" = 100,
�pl•/111, '4i
•� �jp�,�'a a,,,,rlllrr„e„e,
.N``�V ALLFy'.,
N,nlunre°jy4 : A L
, A�E = �y.OaPORA IN
11 ;.2 2 ;fined
s SEALr _ BY'
4 1'Y9'QC F'� GATE:
as
11 �LANO gv, 'l , 9'qp*43 ,
'4rt,,,a .sat
HURRICANE VALLEY INC.
PROFESSIONAL ENGINEERING CONSULTANTS
P.O. BOX 118 501-847-7282
BRYANT, ARKANSAS FAX: 501-847.2431
DWG, NO.
Final Plat
Valley Oaks Court Addition
the City of Little Rock, Arkansa4
SHEET
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