HomeMy WebLinkAboutS-1665-A Map 1LEGEND
GENERAL NOTES
1. RADII OF LOT LINES AT STREET INTERSECTIONS ARE 25' UNLESS OTHERWISE
SHOWS EXISTING STREETS.
NOTED.
2. DISTANCES SHOWN ON CURVES ARE CHORD DISTANCES.
3. THIS PROPERTY IS ZONED R-2, SINGLE FAMILY.
4. THIS PLAT IS NOT IN THE 100 YEAR FLOOD PLAIN AS PER FLOOD
SHOWS NEW STREETS TO BE DEDICATED
INSURANCE RATE MAP No. 050181 0038 F DATED OCT. 19, 2001.
BY WILDWOOD PARTNERS, LLC
5. VARIANCES GRANTED: 20' FRONT BUILDING SETBACK FOR BLOCKS 1 k 2
AND 5' SIDE SETBACKS ON ALL LOTS.
SHOWS NEW STREETS TO BE DEDICATED
6. ALL OF TRACT A IN BLOCK 3 IS A SEWER, UTILITY h DRAINAGE EASEMENT.
1
BY LITTLE ROCK MUNICIPAL PROPERTY OWNERS
IMPROVEMENT DISTRICT NO. 2011-312
OWNERS dt SUBDIVIDERS:
I
WILDWOOD PARTNERS, LLC
BOX 242146
- - - - -
SHOWS SEWER, UTILITY AND DRAINAGE EASEMENT.
P.O.
ROCK, AR 72223
T
SOURCE OF TITLE: Instrument #2011006613
SHOWS 5/8- IRON PIPE.
LITTLE ROCK MUNICIPAL PROPERTY OWNERS
IMPROVEMENT DISTRICT NO. 2011-312
P.O. BOX 24
SHOWS PK NAIL IN PAVEMENT
LITTLE ROCK,, AR AR 72223
SOURCE OF TITLE: Instrument #2013000646
Instrument #2013000647
_
o
N1/2 SE1/4 SE1/4
SEC. 27, r 2 N, R
14 w
S1/2 SEI/4 SE1/4
85.58' 65.00'
S 8 '5T24" E 742.75'
SEC. 27, T 2 N, R
14 W i
-�
65.0V
65.00' 70.00 70.00 70.0C
1-0' -1
j
I
0 3 13
5-
BLOCK 3
I-
3::
V
Z A0 : 46
a�9 y0
W 10 y
I J J CHENAL VALLLEY BLOCK 96
PHASE XXII A .W _-F s'
i = m TRACT A aN\s• 3zs9, THIS
o =5'26'06" �r
�I T=11.63' Z
R=245,00' SANITARY SEWER EASEMENT ry�
L=23.24' INST. #2012024079
CB=N 70*10*07" E , \
CL=23.23'
WATER LINE EASEMENT
W INST. #2012024078
��% N r01•Z��J1 L6 1 -_ - -N 87'46_57� E _� J w
115.4 (MEASURED = \
121' (RECORDED) a,
15' I N , 3
SANITARY SEWER EASEMENT `
04 INST. #2012024077 - \
- /
W I 1"�A �
a In
UTILITY & DRAINAGE EASEMENT M O \
INST. #2012046920
INST. #2012046921 i 0 DELTIC TIMBER CORP.
INST. #2012046922 _ \
DELTIC TIMBER CORP. i O
I Z �
N1/2 SWI/4 SWi/4, SEC. 26, T 2 N, R 14 W
70.00 70.00 112.17 _
,. a=15*45'15" S1/2 SW,/4 SWI/4, SEC. 26, T 2 N. R 14 W
6=9'16'53" 61 n o; I
�, (6 T=24.21
on N- T=15.26 y N /� R=175.00'
\ \ W �+ rn r, 8 M 7 G N- '� 3 3 � 3 R=188.00 & ,
\ \ 1O f_� 9 " I� I °' V "' 5 N N- L=30.45' 2 3 L=48.12
00 _ N N n N " n N ) N 4 "� M :� CN '0 N o; o -Nap a CB=S 09*52'09" W
\ \ to o o �=8'01 30 r, °' of o� N n a �' '
\\ 11 \ _ _ 1n - - - -� I - - 1n T=35.00' N o M &=8.01'30" a M 3 :_ M 2 S M 1 °in M TRACT A h / h CL=47.97
\ 498.95' V) T=35.00 o o ' SEWER, U1ILITY NI "d' cl b=15"1815
R=498.95' V) .�
\ FUTURE \ LOTS -"- -- - �' N &DRAINAGE rn � h
^ \\ \ 10' EASEMENT L L=69�~ _ `'- -� _ u7 L=6989' to EASEMENT i obi � � R=125.00'
L \ Z 4' 65.00' 65.00' _ _ _ - - _BUILDING SETBACK N
\ \ 0 62.40' 2.60 65.15' 62" ----- ----- -----� L=33.39'
�: „ 5.59'. 70 - �o.00' - - �o.00' ��� CB=S 10'05'39" W
\ 0 _ S_ 88'00 28 E 127.40 44.11 7p.00 74.36'
\ O rn - -0 - -- - - 9 _ _ N 2p.92 45.59 24.46 - CL=33.29
1 (o _ 89.17 38.23 s s5s's8" SUMMERSHADE DRIVE j ' A-9.16'53"
a 64.17 _ 53.92, N 80.00' Fd _ -� _ _ �A _ S 88'_00'28" _E _323.24' �' `rl T=, 5.26'
120.29' 41.01' 33.24' 290.00' "' ` "` _ - -� _ - R=188.00'
38.99' - _- CERTIFICATE OF SURVEYING ACCURACY
�ZrjO/ �' r Q7� • 57.36' L=30.45' h R P II h b certif that this lot
24'26'41"
TO _�
co T=64.99' 1 5 I I�i I I # rn _ A \� I 120.00'- - 120.00' -
\ .- `^° R=300.00 I N N �� I _ _ _ w - - SIGN
i \ W L=127.99' I i ,^O I to I EASEMENT
c I I �I $ 11 -� I of �--- --� �1--------�
i I o
N O O
\ FUTURE \ LOTS
C a S 88'00'28" E o �I I 8
\\ \\ ui
16 rn 120.00' ;to
l 25' 1 25' i I Z I I I� +' I o 1 In 25' 113'
'n = S 88'00 28" E I „ I Z I
\\ \\ o 14 �I .lo I ° 120.00'
25 25' S 88'00 28 E 120.00'
\ 17 \ z W to � I 120.00' 120.00' W W; <�� I o o�w1 �= o I=�
p \ o I a� 7 �0 2 Wed a�- oW _ pN
1$ \ \\ 1S 88'00'28" E (0I W^la 0 w I YI vW �Iwi i 7 I O w I I M10 SIN
1zo.00 '°' ' o;� BLOCKI 12 �I WI ° I ° W I BLOCK ° < 1 2 Q1 alp ''' S
\ T = 120.00'
13 I -Co' ^ 9 120.00' 120.00' I r9 c 3
AO m' oI 19 F o z '� z' I �' 3 W o
\\ �� � W o l0 6 I o� I 3 m l �o W, of �J 10 :3 �I o o N m 0
S 88'00'28" E I n IM �I IN I o W I 1 to > of L G o D gym; to
N N fD W 1.l V 1 0
CO 144.42' ;,' � 11 cL'i I o I I V to w3 NI I D ZIS M
�ry 1 120.00' < S 88'00'28 F, �/� I N "
o cc n S 88'00'28 E 120.o0' Q 0,
;q �: R25' N Z I 120.00' 1 120.00 V/
I O i Q. I IA
2 v1 12 p, I; 5 1, 5' 15.1 4 I I , I I I, 5' 15' I I ^O
O --i h�
� Lo o �` to � z o 0 4 � �o O, 0
r1�'015'Zg"� 9`ti nI - - - _ _ _ ^ ui V I ' S I � I 0
145.00 - 2' �� in \ -�--- Jn ' '\l �_ CO
z --- _--_--I- -I-- _----CY)� f
O m� 11 I a R50' - 120.00 120.00' -�- ' 120.00' 120.00'
Ln US , 14
6.99'�
rn S 88.00'28" E \ N 88'00'28" Ww MEADOW VIEW DRIVE ?sp.00 542.00
144.43' N 22
\ 9i' 51.70-62m001_ 62.00_ 62.00' 60.00 _ _60_00'
60.00_ 60.00_ 60.00' 75.00'
10' EASEM NIT --
25' BUILDING SETBACK - - - -
U T=38.00' w W w w 41
0 1 O R=3A.00' u� N 00 N. N- w W w
rn L=59.69' 0) o � -01
m� � In '2 n M ,N M It C'4 n N
s^ 9 LO
0�8 �� �� 5 4 �� Ln I"
= Z Z 7 Z^ 6 Z Z 3 �� 2 s� 1 IN
--------- BLOCK- 4- -- --
198.00' 62.00' 62.00' 62.00' 60.00' 60.00'
9 N 87'59'40" W 759.000
217\ SEZANNE COURT 8 _T
I CHENAL VALLEY
BOOK H, PAGE 860
Z Z
I, Jo n . owns , ere y y p
represents a boundary survey mode by me and that
boundary mairkers ahown hereon actually exist and
their location, type and material are correctly
shown.
Date n R. Pownall RLS 1215
CERTIFICATE OF ENGINEERING ACCURACY
I, John R. Pownall, hereby certify that this plat
represents 0 plan made by me, and that it meets
all the endineering requirements of the Little
Rock Subdivision R es and Regulations
VICINITY MAP
LEGAL DESCRIPTION
WILDWOOD RIDGE PHASE 1
A PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION
26 AND A PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 27, TOWNSHIP 2 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 27;
THENCE N 87' 5940' W ALONG THE SOUTH LINE OF SAID SECTION FOR 759.00
FEET;
THENCE N 05' 27' 38" W FOR 214.60 FEET;
THENCE N 22' 52' 28" E FOR 137.00 FEET;
THENCE N 01' 59' 32" E FOR 140.83 FEET,
THENCE N 03' 46' 11" W FOR 50.23 FEET;
THENCE N 08' 48' 12" W FOR 131.89 FEET TO A POINT ON THE NORTH LINE OF
THE S1/2 SE1/4 SEl/4 OF SAID SEC11ON 27;
THENCE S 87' 57' 24' E ALONG SAID NORTH LINE FOR 742.75 FEET TO A POINT
ON THE WEST RIGHT OF WAY LINE OF GORDON ROAD (50' ROW);
THENCE N 01' 59' 32' E ALONG SAID RIGHT OF WAY LINE FOR 132.52 FEET TO A
POINT ON THE SOUTH RIGHT OF WAY LINE OF CHENAL VALLEY DRIVE (60' ROW);
THENCE N 67' 27' 04' E ALONG THE SAID SOUTH ROW LINE FOR 31.26 FEET TO
THE BEGINNING OF A CURVE;
THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE AND CURVE TURNING TO
THE RIGHT THROUGH AN ANGLE OF 05' 26. 06", HAVING A RADIUS OF 245.00
FEET, AND WHOSE LONG CHORD BEARS N 70' 10' 07" E FOR 23.23 FEET TO A
POINT AT THE INTERSECTION OF THE EAST RIGHT OF WAY LINE OF SAID GORDON
ROAD;
THENCE S 01' 59' 32" W ALONG THE SAID EAST RIGHT OF WAY LINE FOR 154.67
FEET TO THE BEGINNING OF A CURVE;
THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE AND CURVE TURNING TO
THE RIGHT THROUGH AN ANGLE OF 15' 45' 15", HAVING A RADIUS OF 175.00
FEET, AND WHOSE LONG CHORD BEARS S 09' 52' 09- W FOR 47.97 FEET;
THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE S 17. 44' 47" W FOR 50.57
FEET TO THE BEGINNING OF A CURVE;
THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE AND SAID CURVE TURNING
TO THE LEFT THROUGH AN ANGLE OF 15' 18' 15", HAVING A RADIUS OF 125.00
FEET, AND WHOSE LONG CHORD BEARS S 10' 05' 39" W FOR 33.29 FEET TO A
POINT ON THE EAST LINE OF SAID SECTION 27;
THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE AND SAID EAST LINE S 01'
59' 32" W FOR 530.99 FEET TO THE POINT OF BEGINNING;
CONTAINING 509,571 SO. FT. OR 11.698 ACRES, MORE OR LESS.
FINAL PLAT
WILDWOOD RIDGE ADDITION PHASE 1
LOTS 1-8 BLOCK 11 LOTS 1-8 BLOCK 2,
o to hn R. Pownall PE as85 LOTS 1-9 8a TRACT A BLOCK 3, AND LOTS 1-159 BLOCK 4
AND DEDICATION OF SUMMERSHADE DRIVE, CROSSOVER
CERIIFICATEE OF OWNER ROAD, MEADOW VIEW DRIVE AND GORDON ROAD
We, the undersigned, owners of the real estate
shown and described hereon, hereby certify AS SHOWN HEREON
that we hereby lay off, plat, and subdivide
said real estate in ccordance wit thi plat. CITY OF LITTLE ROCK 8t IN
11316 3 SW4 SW4 SECTION 26 AND SE4 SE4 SECTION 27, T 2 N, R 14 W
Date WILDWOOD PAR Rs. LC PULASKI COUNTY, ARKANSAS
i4L �%
3 `� - GRAPHIC SCALE
Date LR MUNICIPAL PROPERfY OWNERS'
MULTIPURPOSE IMPROVEMENT DISTRICT #2011-312 so 0 25 so 100 200
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision ( IN FEET )
Rules and Regulations, and all of the conditions 1 inch - 50 ft
of approval having been completed, this document
rrunnr
is hereby accepted. This certificate is hereby ��,.�� '•.,,� ���� �,,,,,���
executed under the authority of said Rules and ,SSTE]? ,%%' OF AUr �,,, IIIS 1 ti 1 E o Reulat'ons. 4 ` ��. ARICM AS3TATB OF A �r l - l �IJ b t!0, . wRa"""s e m ' : �U
Date Little Ro Plonning Commission = THOMAS D REGISTERED
�;T: =!- PROFESSIONAL ;
�"'= Na 94
2013008619 Received: 1/3112013 1:00:17 PM �. !v: C► ENGINEER #:
Record, 0113112013 01:07:37 PM Filed 6 <Sf ,•.R � � ;
Recorded in Official Records of Larry Crane. vo
PULASKI COUNTY CIRCUITICOUNTY CLERK NO 4685' Py
1 Fees $15.00'ATE ''''rrgr, Ir.rP'' ,II►IIIII H� •�i.N IR Paw111
/1
^'f1, Xcc)'j` -w FINAL PLAT
so.00' so.00' 75.00' �27 34
POINT OF BEGINNING
7 SOUTHEAST CORNER
/ 6 SEC. 27, T 2 N, R 14 W
THUMAS WILDWOOD RIDGE ADDITION
ENGINEERING PHASE 1
v COMPANY
APPROVED
3810 LOOKOUT ROAD, N. LITILE ROCK, AR. 72118
TEL: 501-753-4463 FAX: 501-753-6814 SCALE
DRAWN BY DATE SHEET NO.
JRP 12 14 12
1 OF 1
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