HomeMy WebLinkAboutS-0110-A Map 7CERTIFICATIONS
CERTIFICATE OF. FINAL APPROVAL
I
LERTIFICATE OF FINAL APPROVAL
CERTIFICATE OF OWNER
CERTIFICATE OF SURVEYING ACCURACY
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Pursuant of the Pulaski County Subdivision
Rules and Regulations, this document was
Pursuant to the Little Rock Subdivision
L, a iglteby certify that
iven approval b the Pulaski County Yla:,aina
g pP Y
(Rules and Regulations and under the con-
We, the undersigned, owners of the real
thig.,-} at'e ect.y repres nts a boundary
Board at a meeting held 19
g -_ _ _ . �•
ditions of Ordinance No. 11338, this
estate shown and described herein do hereby
survey made by me and boundary rlarkers
All of the conditions of approval having been
PP 6
idocument is given final approval by the
certify that we have laid off, platted and
shown hereon actually exist and ti,,ir
I completed, this document is hereby accepted
Little Rock Planning Commission. All of
subdivided, plat and and do hereby lay off,
location, type and material are correctly
and this Certificate executed under the I
the conditions of approval having been
subdivide said real estate in accordance
shown.
f authority of said rules and regulations.
completed, this document is herebyaccepted
and this certificate executed under the
with the within plat.
S gn
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authority of said Rules and Regulations,
Date o Execution Name
s w
-r-� - 4 --
Date of Execution Name (signature)
+
-
loSZt7 5t nIL
D#te of Exeeu'tion
11anir'dPurvevor
Engineer -Director
C, Av^ )1701
'do.
Pulaski Co. Planning Board I
ate o Execution Name
ress
Arkansas
±
Planning Administrator
Source .of Title: D.R. �g-pglt<S page
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CERTIFICATE OF ENGINEERING ACCURACY
Dept. of Community Development Little Rock
1
CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF RECORDING
`:•,�,,.� w.?t} hereby certify that
this pt ebrree[ly represents a survey and
la
This document, number filed for
jI
a plan of improvements made by me or underFI'4r.�
I 4 ' hereby certify
record 19 n Plat Book
my supervision; that all monuments shown.
tha is plat Ca"Odtl�y represents a survey
,
page
( hereon actually exist and their location,
and a plan made by me or under my supervi-
j size, type and material are correctly shown;
lion; that all monuments shown hereon
f and that all requirements of the Pulaski
actually exist and their location si:e,type
Name Clark
anFor
erare correcy sown; d matial tlhand that
Bill of Assurance and Record
County subdivision Rules and Regulations
all requirements of the Little Rock Sub-
aDeed
Book g
have been fully complied with,
I
division Rules and Regulations have been
+
f ,? • '
fully complied with.
a
(sigT
$t•.
Date a xeeu ten Name ne)
! Registered Professional
Engineer No. a.
age o xecut on ame'
_
A.rkapsas
Ark. Reg, Prof. Engr,
.
Land Surveyor x
1
M E H. L B U R G E
/ NO. I REVISIONS
ENGINEER PLANNERS cha,� ,4ccess
1218 WES THIRD STREET
LITTLE OCK, ARKANSAS 72201
AR A CODE 501 375-5331
i
E? Hollu 5�or•intn do Blval
Q
75.0' p�
.32777'*5' +
N
I � - 25'f3ldq. Lire Z
1 a
W
Road Easement to be Maintained
by Sewer Improvement District
30' ACCESS, r
DRAINAGE 8 UTILIT/ 1I
EASEMENT\ Q N89o22'43"E 609.94'
1
/150.01 T_.. 172.33 .. .. 98.7 138.9 .NE COR.,NWI/4,SW 1/4,
�a
�-- - SECT. 18, T-1-S, R-12-W
DRAINAGE 8 UTILITY EASEMENT
103 m ACCESS, �_1
:)50•D TEMPORARY EASEMENT9
_ JI
I °A I F6R SEWAGE TREAT- 1 OI
1 - MENT PLANT.
102 I 1 1
149.9Si 93.0 J^ 112'
In101
1
• -_ --�4 � I � 11 189002'
100 I i r` I ui EASEMENT 1100
«> I I o)_
_I49.98 LR (�rnn I 1 I
�O �' 1 1 I`Ig3°II' 15' DRAINAGE 8
99 tr `0 UJ UTI1 T
ti0 r %O _ \ \ EASEMENT
n m TRACT I \ \ Iod 50' o 100' 200'
_ 149.9�
0 o i (6018 ACRES) \�\\ GRAPHIC SCALE
LJ
'�' 98 I �o:
PROPOSED 0
d-L MULTI FAMILYY.
3 97 I ti W j \\ \ Co
CD
\ \ Ui
m 149.96' I I \ \ M
CURVE DATA
TANGENT = 162.00'
ARC LENGTH = 295.04'
DELTA = 58° 48' 59"
RADIUS 287.41'
CHORD = 282.25'
DEGREE OF CURVE = 190 56' 56"
TANGENT = 164.16'
ARC LENGTH = 297.7d
a DELTA = 60° 03' 02"
(� EADIUS = 284.05'
CHORD = 284.26'
DEGREE OF CURVE = 20° 10' 10"
TANGENT = 160.86'
ARC LENGTH = 310,29'
DELTA = 37' 16' 29"
RADIUS = 476.95'
CHORD = 304.85'
DEGREE OF CURVE = 120 0d O0"
TANGENT = 75.0'
ARC LENGTH = 142.45'
DELTA = 44 ° 18' 33"
RADIUS = 184.20'
CHORD = 138.93'
DEGREE OF CURVE = 31006' 06"
BOUNDARY DESCRIPTION Z
149.95' I r 4' I nno II, \ 13.5' Pert of the SWL; of Section 18, T-1-S, R-12-W Pulaski Comty,
N C!I 7E� N Arkansas, more particularly described as follows:
95 Q
g�
`�: Beginning at the NE corner of the NW; SWT;.of said Section 18;
IODRAINAGE 8 UTILITY - ��•- r' ' �' 1 thence S 0021'44" E along the East Line of said NW; SW'q a distance
EASEMENT - I82°34'10' 04
rn
rn w of 1325.88' to the SE corner of said *,',SW?;; thence S 81037'42" W
} p A\y� r ° 107 108 199.95' ; thence S 12021' 46" W 145.06' to the North right-of-way line
94 o - of Holly Sprirqs Blvd.; thence S 03011'55" E 66.19' to the South
oti o:_ 9,R 106 /�15'DRAINAGE 8 a right-of-way Line of said Holly Springs Blvd.; thence S 1304)'01" W
y� q d=� o x S, I s•• UTILITYNT 0 155. 49' ; thence S 89014' O1" W 250.0' ; thence N 06052' G W 2F,8. 10' ;
tf 2q4' a C EASEMENT O 00 '. r O � r
105° N thence N 2 42 29' t7 300. 13 ,thence P! 9 22 46 E 139 Je
o"°gym os 0,' to the South right-of-way of said Holly Springs Blvd. thence
N 30031'46" W alon said right-of-way a distance of 70 0 ,.6hence
s,.e4•���1' �� G� 3s5• along a chord N 42953'07" W 108,73'; thence N 34045'306IS -C
�y 9�• �0 5\C/y/ �S' �� 76.7 Q�.P�3E atr :: o the North right-of-way Line of said Holly Springs Blvd. , t!?rnce
o- „
9!z2�/4. MNEy GY` f�,ae° h 1 N 20021 46 E 148.45 , thence N 0'7 49 .W 760.47 to the forth
92 a` r ' Sp'ROW N 7 h" 109 o Line of said NW?, SW,; thence N 89022'43" -E along said North Line
t D 26 �0 38� �s a distance of 609.94' to the point of beginning containing 21.95
a��•,a ; „ ° ' 110 �' 65.0= 5 o acres more or less.
i 110 �F
till�1 o3 114 a ,� 2
+� /
S DRAINAGE 8 'O.
UTILITY EASEMENT
9/ I Z���
W 91
---- f' Z- 1)
/O 46Qser 7ei?� 373y5' 373�F'
Z
'74.79 ..
W
V
C01 Z07' 4�0you7L
GENERAL NOTES
I. ALL EASEMENTS ARE 10' CENTERED ON LOT LINES B ARE
FOR UTILITY 8-
DRAINAGE EASEMENTS, UNLESS OTHERWISE SHOWN. ,
2. ALL BUILDING LINES ARE 25' UNLESS OTHERWISE SHOWN.
3. IRON PINS SET AT ALL LOT CORNERS EXCEPT AS SHOWN.
4. RADII AT ALL STREET INTERSECTIONS 25' UNLESS OTHERWISE SHOWN.
5. ALL DISTANCES ARE CHORD UNLESS OTHERWISE INDICATED.
6. LOTS WITH ROUNDED CORNERS ARE MEASURED TO F+OINT
OF
INTERSECTION OF LOT LINES.
1
R E
DATE DRAWN BY: dq - rr
meT /-3I g0 CHECKED BY:
APPROVED BY:
N G I
DATE
MARCH 1979
SCALE:
III = 100,
N E
PROJECT NO.
f
�\ 9a�� 119 o� IVofe.
.i.ep ,�� & � Alb o-1'7h.s ,�-o er'�y is
115 118, \-'°�°�\6 120 Con�rii�ec� jCiii7in /00 f/�orood/gin.117
90 ' n� Sl \ s
M
\L)
138
\-Co
10'DRAINAGE 8 UTILITY °j \
EASEMENT
m 9. �> 87 .9�
N b�
' 86;
m
ro P ?ems
00 L
OD
85
1L=r
S 89014' 01"%
E R S
i �,A
Y'l"�R IS DRAINAGE
:.
G� G !• 8 UTILITY
`/•� EASEMENT
C 119
121
Sg b o 23 \122 \/4, SW 1/4,
- e SE COR., NW 1
SECT. 18, T-I-S, R-12-W
124W
1 5810 37 42
` 124 A ' io
e9 �. o v 128 129 I 130
_0J
12 7
�y.
83 b5
V ) 1&W
P -n � P H2
,� 81 J 60
co 3�1
10,Id DRAINAGE 8 UTILITY
EASEMENT r
FINAL PLAT
WOODLAND RID
GE PHASE II
LEGEND
-0 - IRON PIN SET
--�-- IRON PIN FOUND
-�-- CONCRETE MONUMENT FOUND
hr� AP------c.- --�
DONA l I «� ��p,_Er; � SHEET NO,
OF