HomeMy WebLinkAboutS-1665-A Map 2LEGEND
SHOWS EXISTING STREETS.
SHOWS NEW STREETS TO BE DEDICATED
_
BY WILDWOOD PARTNERS, LLC
SHOWS NEW STREETS TO BE DEDICATED
BY LITTLE ROCK MUNICIPAL PROPERTY OWNERS
IMPROVEMENT DISTRICT NO. 2011-312
- - - - -
T
SHOWS SEWER, UTILITY AND DRAINAGE EASEMENT.
SHOWS 5/8- IRON PIPE.
SHOWS PK NAIL IN PAVEMENT
GENERAL NOTES
1. RADII OF LOT LINES AT STREET INTERSECTIONS ARE 25' UNLESS OTHERWISE
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
INSURANCE RATE MAP No. 050181 0038 F DATED OCT. 19, 2001.
5. VARIANCES GRANTED: 20' FRONT BUILDING SETBACK FOR BLOCKS 1 & 2
AND 5' SIDE SETBACKS ON ALL LOTS.
6. ALL OF TRACT A IN BLOCK 3 IS A SEWER, UTILITY & DRAINAGE EASEMENT.
OWNERS & SUBDIVIDERS:
WILDWOOD PARTNERS, LLC
P.O. BOX 242146
LITTLE ROCK, AR 72223
SOURCE OF TITLE: Instrument #2011006613
LITTLE ROCK MUNICIPAL PROPERTY OWNERS
IMPROVEMENT DISTRICT NO. 2011-312
P.O. BOX 242146
LITTLE ROCK, AR 72223
SOURCE OF TITLE: Instrument #2013000646
Instrument #2013000647
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UTILITY & DRAINAGE EASEMENT
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INST. #2012046920
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INST. #2012046921
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INST. #2012046922
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PHASE XXII A W 51
6W = TRACT A � ems' 3Z59. THIS
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T=11.63' z ,z'Z � / No
R=245.00' SANITARY SEWER EASEMENT ry
L=23.24' INST. 02012024079
CB=N 70`10'07" E -
CL=23.23'
WATER LINE EASEMENT
INST. #2012024078
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115.98, (MEASURED
121' (RECORDED)
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R SANITARY SEWER EASEMENT
M ^ INST. #2012024077 -- \
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0 ^ LEGAL DESCRIPTION
DELTIC TIMBER CORP. WILDWOOD RIDGE PHASE 1
- - \ A PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION
N1/2 SE1/4 SE1/4 I^ OF
DELTIC TIMBER CORP. O 26 AND A PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER
SEC. 27. T 2 N, R 14 W
I � SECTION 27, TOWNSHIP 2 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS,
S 8 'S7'24" E 742.75' Z BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
S1/2 SE1/4 SE1/4 i gg 58' BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 27;
SEC. 27, T 2 N. R 14 W i
65.00' 65.00' 65.00' 70.00 70.00 70.00 N1/2 SWI/4 SW1/4, SEC. 26, T 2 N, R 14 W THENCE N 87' 59. 40' W ALONG THE SOUTH LINE OF SAID SECTION FOR 759.00
/ f . - - -� - 1-Q, 70.00 70.00 112.17 -
\\ Z 5, " ci W ti �15~45�150 S1/2 SW1/4 SWI/4, SEC. 26. T 2 N, R 14 W THENCE N 05' 27. 36" W FOR 214.60 FEET;
\ I3 3 BLOCK 3 a 9.1s 53 �I T=24.21 THENCE N 22. 52' 28` E FOR 137.00 FEET;
= 3 3 R 188.00 N w _\ R=175.00' THENCE N 03' 46' it" W FOR 50.23 FEET;
\ OD iv l N ,� N - _ 3 3 _ ,
\ \ g M ^ 8 IM I� 7 N 6 M _ _ _ 3 L=30.45' Z 3 L=48.12 " THE THE"S1/2 SEi/ SE1/4 OF SAID ISEC SECTION
A POINT ON THE NORTH LINE OF
\ \ U'• M °' M °' „� °' 5 L N iII N " N . _ o CO �-q� r CB=S 09*52 09 W
1 O (p .+ N N r1 N N 4 M r7 M M !o u7 N 00 _ , O CVam ^ THENCE S 8T 5T 240 E ALONG SAID NORTH LINE FOR 742.75 FEET TO A POINT
\ \ LC N 0 I' N rr m N M C _ , ON THE WEST RIGHT OF WAY LINE OF GORDON ROAD (50' ROW
11 o I o a=8'01 30 V) r7 3 °' m o 10 I .,* n CL 47.97 )
\ \ N N N T=35.00' o A 8'01'30 �' 2 D r°'i 1 0 M TRACT A - I v) �h 4i " THENCE N 01. 59' 32` E ALONG SAID RIGHT OF WAY LINE FOR 132.52 FEET TO A
\ \ _ _ _Al- N T=35.00' o p SEWER, UTILITY N •V O � 15-18 15 POINT ON THE SOUTH RIGHT OF WAY LINE OF CHENAL VALLEY DRIVE (60' ROW);
\ FUTURE \ LOTS - _ h THENCE N 67' 27' 04' E ALONG THE SAID SOUTH ROW LINE FOR 31.26 FEET TO
\ 10' EASEMENT L=69 R=498.95' `n EASEMENT E I r7 `� T=16.79 THE BEGINNING OF A CURVE;
\ � L _ _ _ _ u, L=69.89' I N Uj R=125.00' THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE AND CURVE TURNING TO
2 \ \ Z 6 q' 65.00' 65.00' 65,15 - - _ -25 _BUILDING SETBACK - _ - _ _ - - _ _ I THE RIGHT THROUGH AN ANGLE OF 05' 26. 06", HAVING A RADIUS OF 245.00
o s2.4o' 2.so70.
07 62� - - - - - J 1 _ L=33.39'
FEET, AND WHOSE LONG CHORD BEARS N 70' 10' 07• E FOR 23.23 FEET TO A
\ - C) „ s.59' ] 5 - - - - o�� CB=S 10'05'39" W POINT AT THE INTERSECTION OF THE EAST RIGHT OF WAY LINE OF SAID GORDON
S 88'00 28 E 127.40 n 44.11 70.00' 70.00' 70.00' 74.36 �� , ROAD;
- o-__ - _ _ _ _ N 20.92' 45.59 24.4g �, CL=33.29 THENCE S 01' 59' 32` W ALONG THE SAID EAST RIGHT OF WAY LINE FOR 154.67
89.17 38.23 S 79. 8'sg" SUMMERSHADE DRIVE FEET E THE BEGINNING G A CURVE;
64.17' - 53.92' N $ O _ - - g _ _ _ _ _ - _ `_ - �I 6=15.26 3" THENCE CONTINUING ALONG SAID RIGHT 5' WAY LINE AND CURVE TURNING TO
120.29- _\ ^� 41.01' 38 33.24 S 88.00'28" E 323.24_ _ _ _ -_ - T=15.26' THE RIGHT THROUGH AN ANGLE OF 15' S 15", HAVING A RADIUS OF 175.00
290.00' R=188.00' FEET, AND WHOSE LONG CHORD BEARS S 09. 52' 09" W FOR 47.97 FEET;
99' S7 36. L=30.45' 1, John R Pow SURVEYINGhereby ACCURACY certify that this lot THENCE THE BEGINNUING ALONG SAID RIGHT OF WAY LINES 1T 44' 47 W FOR 50.57
' y y p FEET E THE CONTINUING
L G A CURVE;
`- ,�' - represents o boundary survey mode by me and that ,�.� THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE AND SAID CURVE TURNING
6� 12 a0 6-24'26'41 i _ , boundary markers shown hereon actually exist and . X TO THE LEFT THROUGH AN ANGLE OF 15' 18' 15", HAVING A RADIUS OF 125.00
S /g. . .1 n I in �� - tl
O oo T=64.99' 15 I � I a ! rn �v \ I I �- 120.00' 120.00'
�� \\ ``6 R=300.00' I� I I N I--�d'jl I ---- W - - - SIGN
W L=127.99' I °\ r = EASEMENT
I M of �- --I M1--------1 I
\\ FUTURE \ LOTS R1N� S 88'00'28" E I �) ( $ I °i 0 I 1 i IN I "'I I O O1 8 I ^ �I 1
\ \\ 16 Of 120.00' ; i_ 25' , 25' I; I z I I I n I I I I o I I In 25' 113'
1n z 120.00' S 88 00 28" E I z
\\ \ p 14 Y I 2 I o I rn 25 25' S 88 00 28" E , 20.00' I
17
\ \ a I Iha v 1 o F I 120.00' I 120.00'
1s z V) oI� I M ofWly 7 I o 2 iWlo a �'$ oIW I W I Flo g'�,
\ \ �S 88'00'28" E I v I z 1 Y I n I rn I 7 0 1 0 N I16 y
\ 120.00 t0 I W'ti BLOCK w I 2 < wlc0 ,� N colw a 2 iSl a10 MI a
-� -, aV) cn
��b rg IM ��0 BLOCK I Z 11 a W "' 0) 5�
\ ca W 120.00 ``k I a � b QCA
\ \ 00 aoT o I o , ^ z 0 I I^ I 120.00' 120.00' ikl ^I I a 3
13 = 1 O 120,00' zi z I z z� Q'3 'A 0 M MI 19 F
9
N' IW p0' Im 6 100 I 3 ml 100 `1 p Im I Q F I ml IO OIM. 3 m�
I 17 IN O Ib o� / 1. 6 O = I O t0)
l ; S 88'00 2b~ E w1 I I W I N Ito o Iul �o N I to I 3 oVl Id R
_ I� Ir �b 144.42' •1 ;n 120.00' a S 88.00'28" E ,N "
N o rn I I� n I S 88'00 28 E
-iJI
nl Itp9
I' f�0,
)H120.00-
120.00'
I v/ 120.00'
z12 115- 15•I C 15' 15, � 04 I
z,
to 0I 0
145.00 \-I-I-------1 (600 A i
I
an-----_-__J)
Zo - W 1 1 I I ^ R50' ^ - 12D.00' - - - 120.00' I- `- 20.00' - -, 2o.00'
6.99'\
N
Le ` \`O �"� _ _ 252.00' _ _ _ _ _ _ _ _ 290.00_
s saoo'2a~ E N es•oo'2a" W MEADOW VIEW DRIVE542.
� 00
144.43' ?2 N
`162_00'- 62.00_ 62.00' -60.00 - -60.00' 60.00'
- - - - 60.00_ 60.00' - 75. o
j 10' EASEM NT -- -
25• BUILDING SETBACK
T=38.00' L`' w W w
Ln = _ = W w w
o R=38.00� M d CN N N p0 N O (V
10 L=59.69' o) of ate, `* u1 "� LO '� LO LO LO M in ,NO LO
�a 9 008 00 0� �� 5 0o na na ,00
'n'o- I'n
z z z 7 6 4 0� 3 0- 2 0� 1 I" z Z Z Z
BLOCK 4 z z
198.00' _ _-62-00,_ - 62.00' 62.0�' 60.00' _-60-00� - - -
_ 60.00' so.00' 60.00' 75.00' 2734
9 N 87'59'40" W � 759.00' �•-
21 /
\ SEZANNE COURT $ 7
CHENAL VALLEY / 6
IBOOK H, PAGE 860 I /
their location, type and material are correc y FEET, AND WHOSE LONG CHORD BEARS S 10 05 39 W FOR 33.29 FEET TO A
shown. --• - - POINT ON THE EAST LINE OF SAID SECTION 27;
3 n THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE AND SAID EAST LINE S 01'
�G 59' 32` W FOR 530.99 FEET TO THE POINT OF BEGINNING;
n R. Pownall RLS 1215 CONTAINING 509,571 SO. FT. OR 11.698 ACRES, MORE OR LESS.
Date
CERTIFICATE OF ENGINEERING ACCURACY
I, John R. Pownall, hereby certify that this plot FINAL PLAT
represents a plan made by me, and that it meets
all the enginn requirements of the Little WILDWOOD RIDGE ADDITION PHASE 1
Rock SubdivisiolOn R sand Regulations
1, 31 3 LOTS 1-8 BLOCK 19 LOTS 1-8 BLOCK 29
D to hn R. Pownall PE 4685 LOTS 1-9 & TRACT A BLOCK 3, AND LOTS 1-159 BLOCK 4
~„
CERTIFICATE OF OWNER ROAD, MEADOW VIEW DRIVE AND GORDON ROAD
We, the undersigned, owners of the real estate AS SHOWN HEREON
shown and described hereon, hereby certify
that we hereby lay off, plat, and subdividesaiCITY OF LITTLE ROCK & IN
I131
e(11 3state in ccordance wit thi plot. SW4 SW4 SECTION 26 AND SE4 SE4 SECTION 27, T 2 N, R 14 W
4a"Date WILDWOOD PAR RS LC PULASKI COUNTY, ARKANSAS
Dd t 3 GRAPHIC SCALE
Dote LR MUNICIPAL PROPER OWNERS'
MULTIPURPOSE IMPROVEMENT DISTRICT #2011-312 50 0 25 so 100 200
CERTIFICATE OF FINAL APPROVAL ( IN FED, )
Pursuant to the Little Rock Subdivision
Rules and Regulations, and all of the conditions 1 inch - 50 ft
of approval having been completed, this document
is hereby accepted. This certificate is hereby
executed under the authority of said Rules and 4�s STE1%S+ �.`!! (�F i�(/ L'-•, ��s 1 f
7,ulotions.STATIC OF•�T,rQ% '''�� ARRAS
ARKANSAS
13(6
Date Little Ro Planning Commission = p1 `li DTHOMA8 : REGISTERED
�" '•. ~ - PROFESSIONAL
2013006e19 Received: 1W12013 1:00:17 PM �.i = Nick ENGINEER
Recorded: 01I3112013 o1:07:37 PM Filydrrnr. rtS11 ••.R Pd!`'�~g`�:� �%vrJ �O;Ar
Reeafded in official Records of Lary . • ; • �� v0
NTY CLERK '•,0�'AL LA��. •, ,���•,, �,, +
No 468w�P '��'
PULASKI COUNTY CIRCUITICOU :
CERTIFICATE C Fe" f15.00 '�•,nnn.p•••, O,•nn==N, •�i..I R. PU R�'�''
.,of
PIZ FINAL PLAT
POINT OF BEGINNINb7--=�
SOUTHEAST CORNER
SEC. 27, T 2 N, R 14 W
THOMAS WILDWOOD RIDGE ADDITION
ENGINEERING PHASE 1
`v COMPANY
APPROVED DRAWN BY DATE
3810 LOOKOUT ROAD, N. LITTLE ROCK, AR. 72118 JRP 1`
TEL: 501-753-4463 FAX: 501-753-6814 SCALE
1' 50•
SHEET NO.
2
1 OF 1
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