HomeMy WebLinkAboutS-1313-D Map 50/20v-2-- VICINITY MAP
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CENTERLINE CURVE DATA I!2060b g 040,
0 0 z� A A 0 A A A S65°27'52"E 4a S58°52'09" 45 5- 7'49„E P. .B. O
D 08005'04" 10035'35" 13°08'09" 24°09'55" 50031'58" 34°47'09" 32°02.38" 05°26'44" 02032'03 00 28'25" e08'43 E43 90.23 79.39 •44 46 FOUND 1/2"
R 1500.00' 1199.92' 600.00' 600.00' 300.00' 160.00' 150.00' 1594.74' 1200.00' 325.00' 9 12 25' CONSERVA ION REBAR
S6
L 2111..65' 221.85' 137.5 6' 253.10' 64 90' 911..0 ' 83.89' 151 57, 53.07' 53.07' 41 51285 69"� 42 91• _ - - - - - - - NEASEMENT_
z z o
0> A
�> LOT 14 0 - LOT 13 oN LOT 12 0 v
4a' 4'I 8 LOT 15 DI
0 °tee m m o'I >
° i' n m 10'UTILI7Y AND/OR -1
5' EASEMENT J
ONi N Q5"' 3 S1 80 30 LOT 16 w DRAINAGE EASEMEN;HV
o
w� cJ76°oo0, 6 m f -----
b ,u78.70' CH.
,r N S66° 0 p52„E 29 �,( Z - 30"E. - - 73.79' . - _
A (,® -`` „ \� i' �'v+ LOT 17 -� _ _ �ZCH. S59 36'51"E
V, 1,L � 3 O _ i r m � 20.88' S62"2a'aa"E -
S66°00'12 E rrt? 28 160. 5 p6 2eik080' J A\GN ��i ? o / - 83.30' CH' S6680234 E ---Q 50'x50' RIGHT OF WAY
I
110.00' \ o A CJ� 81• SEP LOT 18 = - - 8 3 - - _
0.05 5 ' `' - CENTRAL
26 121.59 a\N° \N{i \ $ 8n� 37 ON / / - N S '- - -_ = - - CH. 8 CHARKANSAS WATER
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gv\\ p\N 16 °'0 aoHwQ
ss°0 '
110.15' \ 1'\.'� ° `T002141343
�--�" N62'1o'a1"W 21t aa' I o EASEMENT TO
\N ao\ o \� 1 2 13 56 �PS��EN w LOT 19 / -
o m 25 g6•GN• 12.56' 2 NOV*N593'00"W INST NO
11.a3 1 I m � ., ° O� 1 / - 5• 43 p1'15" / � CH. pg'13"W N65°20'23=W N 81.38' H.
- 1.39' -
,o o\w. \ LOT 28 \ u!G CJ� a. \ 0 3 D EN - 35.2 S15• '�-221.53' W N6T° 45.33'CH.-- o
\� `p\j' \ ,nj3 8 \ Z or'n= \SY PN �M -� q6"W /� 1"31'Op"W N69°51�18 a36.22'CH.-
? \ \ oQ i �; LOT 20 10 \NpG/ 80?p NjrD u a2"N 76. --- - Y 5' EASEMENT o
LOT 35 \o \ 1 2 '\ F\A/ / \IE / rX 166?01 - L z N N
0 0 1I ` \x 1� \ \- \ 3 ,o \ 9s. Sy B°� 5 'A �o \�. i / pp, - �(�� R�s N a1• cH• DING WE r; >I
w p tc OJ, ! 0'3 G3o_ .ON o
`i $\ Q• O \ / - a0• RE f ` / / 25 N N oA LOT 12 OD
\ \ ` S O• rt0 �\ �J / Z LOT 21 // /a C/ N / �8 / ON V
rn I E N !� \�Cn''c4 e'\G / 'i o �` >>5 SS `50 �9q �9 Q J 3S t ri / s9 z v 'oo N LOT 11 0_ o -I 1
1 ,a�1" \ \a LOT 27 \�>F 31 ,L3 35 / o m. i6GH M� v1 t �a, ` ' o LOT 10 0 I l 6' EASEMENT
SIB, p0' w\° \ L CJ '\� / "o a / �599 21"E /8,q5" \ Cy \ 3w o o m m
\o ly,� \ \ 9,• ,, 6J. ,•lG / o. s= , 33 -[ o' am LOT 9 a I o FOUND 1/2"
w. p,9 5 / LOT 22 F / / I N a0� w O p 1 ( (p REBAR
�� \ o \ -10
32 aeQ6 00��j, g.a / yo 2 3G2 E 1 9"W P. / � tr t \\ \ LOT 8 m m BLO 15. 4' N63'36'30"W
'S �L '// 6 ry � 0 � 3 / cn
LOT 34 3 00 \ S 2 $ S. / 1 fi 3 6 N• 1g. GH a 9 \ ,`ay. 74.46' 66°40 (D
\ \ A \ e � 2 O $p, ,Lp,• / ,, s � ey3 � a'O 9 p0 � / / �N \ N 57"w � �� WOODLANDS EDGE
Z \ \ \ try ^^O \ r02• \4/ / p / �' �� 131' S„�jt i / L\N� \ \ 69.47' 06'49"W TRACT E-1 ,c N
® 34 LOT 23 ° /i G / i 50 a 34 0u \N Z \ \ s1 as'w jvi ADDITION PHASE I
LOT 26 3 �L // / �'-322 N �35 GN \Lp LOT 17 N65.43'
O 32 S8 63. �' 82• 8 01 0
o > 3 \ \C\ n \ 9' 1• d 2 4; 5t"`fI S64°11'3YE _'W (PLAT G-468)
\ o N 2 O \d'- 2S' ^� O \ T / 9.3 U / o_ i v N15°50 S63°34'02"E 582.228"E
\ N m \ �a9,ryo° \ \cy�` \\ S 3'8� \ 9G h o \ \� eO" 99 > > e / LOT 18 84.3a' C
/ n ?. �S / a j \ Z° o 13 "3q \ ,,,t w"E 4.0 <
\�O 6 \ O o vi / S' r o9' hh \o o m\ 56' O C 8 z FOUND 1/2„
s7o°
S / ws. o. / / R . 1 10' Lm REBAR
LOT 25 \ �' , / n �, o, �� J' N \ 115• B N o
\ \ O \ LOT 33 S7B. \ S3, S6\ \C(/ z°O,,CT�jy / ,ry O / \ \\ LOT 19 r�-'>= 59 PG n \ z N 11 LOT 4
\ \ \ ? \wo F y o 3 xS., ry . b / 3a O. E P \ r t t 3 ;
\ \ R1 \ \'\9, 3 A0 6° p5" 10" \ Na rnN LOT 5 oa o tG v, \ 70• .''� O �- F / O d+\ 48 E N \
si p01. 8 5 a \ \ LOT 7 o LOT 6 o f
"� o in
\ \ A `o° s 2 Oh O \ 6 \ \ "9jti /TY / .,•� �•.°0/ ';G�•9� •w \ ,o \ Q • m m
70\ LOT 24 gGha /� 2.
h/ h ry/ 0 3 G O w ,,
\ \ s s, O 9 T/ \ O �.ry �/ /o rn o, i6 e paa5" \ \ OR 25 BUIL NG LINE _ FOUND 1/2"
,,,AV -1/1 \\ e \ F9S -0 / 10 Oeo�c a// \ ° , d 16•as' Nmo a \o \ AND/
\a q a m LOT 16 Z\ \ UTILITY 7 S62°af21"E _
\ \ F F9 \ LOT 32 G�c ql \ o° S \ \MF 0 , .h �• / a m, N ° D \ 10' A- EASE. 60 0o'65"W _„ 10' EASEMENT
\ \ <v Cc 2c. \ T ryG.O+ /�/ h ry' \ C\ y LOT 20 �o -f0 -i�ea 41 GE - 54.18 CH. 3A5'... -
Li L9\ qOOA11`'oGo / \\ Ss� �' \m\ \ �\ h DRAIN - 5 ITYP.)
LOT 25 6 rn ' \ ^' +mr w w Z tl - _ 09 CH. S64°1132"E
\ $ 4' 69. 2 "E N62° 2'4j' g o, 60'00'45'W
S 9, •O \ / , S rn \ ,a, w �� p5"� w S S • y\ 58. 9. S6a°
N \ \ Z� : \ O 77 LAN 2.33'
a >> CiE -� Sj6�O.Op, 25 RwG a� t F \ \ Sj. 6'• ? \S / ^� �. O d 1+ \ '\ N1EAp0 R/W�� s6 15 825"E 5T CHS62432CH N6 E 50.00'45"W
LOT 31 \ \°o• CH• ri /w h1 OIZo° as q19 50 S6-16.46- t.
7L ;o S• \ \ 34. / : A`1Y d+\ �. 9 \r?�'-\ \ \ S64.42'31"E -- �o
I LU N 106.00 .3 w o4 .59' � a' .5 61.96' H.
t �l - 128.E S65.02'57"E
e h`5 0o Q 3 d'o .h v yl s o w =dn\ s\ m o A - I 1"3 .5 68•01'a8"`N 67°19'40" CH. - -
15' SEWER RIGHT OF WAY EASEMENT \ O\ _ ,� h ho qq�/ a\o. s , LOT 24 w w I I o = N a6.38 -_- --- --,
TRACT J-1 h o /) \ 3S, o o �t '� zI I \ N of v, LOT 15 1 )?� ¢ 77 38.a7'CH. _ FOUND 1/2"
SUBURBAN SEWER IMPROVEMENT DISTRICT \ \ I 6 O ?h n1 G \ ss. 2 aN r I O\ o, = iZ ci w I I w N o o"E 24• 47.93- `
NO. 239, PULASKI COUNTY, ARKANSAS 2vo o LOT 30 �/ti w 2 C F\ N �% I x o I 1- m ^: N a T�BM-i �� LINE I REBAR
I M.F.F. ^' \O A° N 25 BUILDIN
3 e s• \ n \ , a C7 0 Z LOT 21 I is u A i S O• a 2 5' EASEMENT -
INSTRUMENT NO. 2000067058 9 4 Qs. \ d o., tiF I ^!P °'� 366.5'? I O w o ; N o �r \may Ao� a' Y AND/ R
vicb It LOT 26 \w a �,o I 'v�� I I *4r / \ 3•. 10 E z
1•. h 3• m \ w w 0 4 a U71U7 EA N7
V r4 24 \\ 26 ^ry O 50.040 G �z JI S� I Z I m /Op -i pRAINAGE N -e m `9"
gs\ 6 m _ _ w �yc5 / \ F
.60• N2 �S \ \o"t �re'CO• 1a/Oo S °. L.� IN �IQ\ a QQ �/N y / w ow LOT 10 -
' % /� \ 2 ,
30. m WS55'09'46"E b
LOT 29 /\ / 3 - I I.o w o: } y7 �° / z N N N LOT 11 w
/ \ 0�j / r2 4q O i, O rn a w y N ' o LOT 12
'Y s' � 105.00' d. / / � N ro
.o rF h h Sp ; I old I JO I� r,� / \ o LOT 13 o w M.F.F, o ran co
I /7.5' EASEMENT
\ �(Qo \\ ^�% / \ / ° \ 2.0 O I aIIJJ o I IF'- Z LOT 22 I'OI ° wlei- LOT 14 0 a M.F.F. = '� a rn FLOOD PIL NI
\S FLOODWAY r �- __ _
h y r o I ¢ \ - _ - - - J 10'EASEMENT
\9' \ °� Z �o \ \ G• z � ^ I i -P ' - m 360.7' m 360.0' ^'---N61°26'12"W 80.07' N54.20'35"
CERTIFICATE OF OWNER \2p'' T° e' \ N \ F , I Io 2 M.F.F. a. M.F.F. _ W 76.72
\ / S2 OS, \/ / N y 3/ y\ \ 361.5' I ) 7i• 4� O C - - 69•• 49' S6�
[� o LOT 28 0 LOT 27 a yn �� \ \ N aw: 361.0' K p N -
We, the undersigned, owners of the real estate shown FLOOD PLAIN STATEMENT \ 7 s, _ - _ _ _ _ - _ _ - _
and described herein, do hereby certify that we have \ Y �\ \ o o - rO ^ J-\�\'�\J� \ \ - z r 1 I S6a°26'03� - - - _ - - - W _ T _BRACT J-1 _ - -
laid off, platted and subdivided, and do hereby lay off, A PORTION OF THE PROPFRTY SHOWN IS LOCATED \99 2 22 \ \\ r" y'o 10 5lL�` \ \iw f -C) t2fi.01 N-��`/514 " - - J f6- 9g32 FLOODWAYJ/ FOUND 1/2"
plat and subdivide said regl estate in accordance with WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED c0' 0 _ 975 w N69� REBAR
/ \ \ �O _ P \ > a O TRACT H-1 ra
this plat. % BY THE FLOOD INSURANCE RATE MAP, PANEL NO. \ 21 00•�t TBM-2 TRACT J-1 O w
�SIQb / 7` ll, v�f /yj3/C ✓ 050181 0081 F, PUBLISHED BY THE FEDERAL EMERGENCY O tp0� a•NJ \ \m N a\ t' 4
C! 39'3\ \ o tr LOT 23 , Ors
MANAGEMENT AGENCY DATED OCTOBER 19, 2001. ° O (k0 r\�,� \ 70,00• Nj1° N n 0 1 /I/3 o Q
Date of Execution Name C• Z� 3• b ` ' \ ,\ N51°75'47 \ a' t 1\� \B / d� ' �'N 7 O 84.46 �' 3 6
Address P n anx 3157 �2 °2 '�y nj V\ 19 W
LITTLE ROCK. ARKANSAS rj6 AQ \ \� \ - \\n��\ \� M.F.F. SOD°21 �3 °yp 5a N53°56'21"yy b$°rL6 ,,� s4 2a
N 10 3� �\ FLOOD PLAIN \ Zo\ 363.0' A �6 9 8 $3 C� rLO
Instrument No. 2003 033275 ,,,uuuupr,r
,q
+``Q�\AStlilld '"r''i 6 - Zj6 00 N34e -6 \ TRACT J-1 v �\ Oa �' \0
„ r� �,°51. 5 ; Sr 6 \
CERTIFICATE OF SURVEYING ACCURACY ,
t4 `4 0 3$
l GREGORY T. SULLIVAN hereby certify that �� 3 91 \ 6 d 2�0 / ^O°h
d \ i6 '� PAGIS BOUNDARY COORDINATES
this plat correctly represents a boundary IO
survey mode ',.S' �` \ \
or verified by me, all monuments required actual) exist Z; \ \ \ FLOODWAY m 50®1°�2 /
and are correctly shown hereon andthatall surveying NO. NORTHING FASTING NO. NORTHING FASTING
requirements of the Little Rock Subdivision Rules and •���\-�''r' \ 7 /
i \? � \ \ Zit Ac0 9
Regulations have been complied h. e 1 144689.48 1186121.64 24 145448.61 1185154.03
\\ \ V, " ```` 2 144814.48 1186037.61 25 145560.61 1185061.00
�� \ / / O ,`v` 3 144822.74 1185988.15 26 145882.19 1186180.64
rz Date of Execution Gregory .Sullivan PROPERTY DESCRIPTION \\ \� 9% \ $� y�� 4 144823.88 1185946.25 27 145835.16 1185291.72
2.91
Registered Professional \ 5 144873.60 1185877.97 28 145835.16 1185292.91
- �3 6 144905.69 1185841.17 29 145770.07 1186439.11
Land Surveyor
Part of the West 1/2 of the Southeast 1/4 and part of the East 1/2 of the Southwest 1/4 of Section 8, T-1-N,
No. 1096
Arkansas
R-13-W, Pulaski County, Arkansas, more particularly described as follows:
BEGINNING at the Northwest corner of Lot 11, Block 6, Woodlands Edge Phase I Addition (Plat G-
CERTIFICATE OF ENGINEERING ACCURACY
I TE
468); thence South 310 52' 53" West along the West line of said Woodlands Edge Phase I Addition a
1 CCERT
hereby certify that this
FFHAUSER y y
distance of 690.71 feet to the Southwest corner of said Woodlands Edge Phase I Addition; thence along
plat correctly represents a plan made by me, and that
the meander lines of Brodie Creek the following twenty-one (21) courses and distances: 1) North 33° 54'
the engineering requirements of the Little Rock Subdivision
42" West 150.62 feet; 2) North 80° 31' 20" West 50.14 feet; 3) North 886 26' 17" West 41.92 feet; 4)
Rules and Regulations have be
o li with.
North 530 56' 21" West 84.46 feet; 5) North 48° 54' 58" West 48.83 feet; 6) North 690 27' 41" West
2-15-0&
47.65 feet; 7) South 770 50' 37" West 39.73 feet; 8) South 580 15' 43" West 106.32 feet; 9) South 83°
Date of Execution Curtis W chaffhauser
54' 11" West 81.90 feet; 10) South 490 11' 54" West 31.07 feet; 11) South 850 24' 47" West 127.70 feet;
Registered Professional
12) North 48° 36' 42" West 56.05 feet; 13) North 050 45' 02" East 39.49 feet; 14) North 06° 16' 33"
Engineer No. 12037
West 63.07 feet; 15) North 12' 44' 29" West 142.30 feet; 16) North 34° 51' 56" West 105.68 feet; 17)
Arkansas
North 890 49' 00" West 43.75 feet; 18) North 010 37' 51" West 38.56 feet; 19) North 46° 10' 22" West
22.12 feet; 20) North 100 49' 33" West 37.73 feet; 21) North 360 24' 27" West 40.75 feet; thence South
CERTIFICATE OF FINAL APPROVAL
820 25' 00" West 3.40 feet to a point on the Northerly line of a 15 foot Sanitary Sewer Easement recorded
Pursuant to the Little Rock Subdivision Rules and
as Instrument No. 2000067058; thence along said Northerly line the following two 12) courses and
Regulations, and all of the conditions of approval having
distances: 1) North 180 59' 20" West 149.92 feet; 2) North 390 42' 54" West 145.60 feet; thence North
been completed, this document is hereby accepted.
200 24' 30" East 343.12 feet; thence South 66° 00' 12" East 121.59 feet; thence along a curve to the right
This certificate is hereby executed under the authority
having a radius of 325.00 feet, an are length of 2.69 feet and a chord bearing and distance of North 26°
of said rules and regulations.
�
13' 24" East 2.69 feet; thence South 66° 00' 12" East 160.05 feet; thence South 15° 45' 46" West 71.38
IJ IOC `, -- ---
feet; thence South 07° 01' 34" East 59.89 feet; thence South 23° 16' 20" East 75.18 feet; thence South
_
24° 06' 49" East 62.20 feet; thence North 840 0435" East 124.36 feet; thence North 87° 30' 32" East
Date of Execution L.R. PI nning
90.67 feet; thence South 820 13' 18" East 84.56 feet; thence South 820 40' 12" East 81.80 feet; thence
Commission
South 760 48' 45" East 80.00 feet; thence South 76° 48' 47" East 80.30 feet; thence South 79' 39' 40"
East 83.32 feet; thence South 729 55' 39" East 85.76 feet; thence South 690 08' 43" East 91.12 feet;
thence South 656 27' 52" East 90.23 feet; thence South 58° 52' 09" East 79.39 feet; thence South 55° 57'
CERTIFICATE OF RECORDING
feet to the POINT OF BEGINNING, containing 807,936 square feet or 18.548 acres, more or less.
a/Zb
49" East 84.44
This document, number d for record
+90 , in,_.p]at � Bopk Page 'i
(Signed)
Clerk
S:\2002PRO\202-245\FINAL PLAT CORRECTED
HOTHERli1VMEHLBURGER DDR SDN
FIRM
.�.-Bvge°ea-� CHK TPT
207 South Izord o Little Rock, AR 72201 0 501/375-5331 APVDGTS
1 1 2-06 1 CORRECTED BEARINGS & PROPERTY DESCRIPTION
NO. I DATE I REVISION
Io$ 10 7 144922.41 1185796.55 30 145701.37 1185419.72
, rob, 0A, 8 144914.04 1185757.71 31 145641.93 1185427.04
TRACT H-1 °'\ nJ'\• 9 144858.11 1185667.29 32 145572.87 1185456.76
4 C,�9 10 144849.41 1185585.85 33 145516.10 1185482.16
(134
tk
. 5
13 .44 CO
, p`L 12
0'5 5
C,ag 66 O
NOTES:
1 SET 5/8" REBAR WITH CAP
AT ALL LOT CORNERS.
2 ALL DISTANCES ALONG CURVES
ARE CHORD DISTANCES.
3 ALL EASEMENTS ARE FOR UTILITY
AND/OR DRAINAGE PURPOSES.
4 TRACTS E-1, G-1, H-1 AND J-1 ARE PROTECTED
GREENBELT AREAS.
5 M.F.F. 363.0 = MINIMUM FINISHED
FLOOR ELEVATION. SET ON LOTS 12.13,
14, 22, 23 & 24 BLOCK 7.
6 TBM-1 = EL. 380.31 TOP RIM CURB INLET ON WEST
SIDE OF KNUCKLE ON MEADOWS EDGE LANE.
TBM-2 = EL, 369.06 TOP RIM CURB INLET ON EAST
SIDE OF SWEETGRASS DRIVE.
G3GM�L O[ DOC�NJG�IC G1]4� Y ffi
CALIE
BARAR IS IS ONE INCH
ON
THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING.
HEREIN, AS A PRODUCT OF DESIGN SERVICES, 0 ®1"
IS THE PROPERTY OF THE MEHLBURGER FIRM
SON GTS AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON
WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST
BY APVD TI-E MEHLBURGER FIRM SCALES ACCORDINGLY.
11
144829.11
1185562.34
34
145520.14
1185521.07
12
144818.90
1185435.05
35
145528.93
1185605.85
13
144856.96
1185393.00
36
145532.79
1185696.34
14
144895.24
1185396.95
37
145521.35
1185780.12
15
144957.94
1185390.06
38
145510.91
1185861.26
16
145096.73
1185358.68
39
145492.66
1185939.15
17
145183.44
1185298.26
40
145474.34
1186017.33
18
145183.58
1185254.51
41
145469.39
1186099.30
19
145222.12
1185253.41
42
145434.21
1186181.28
20
145237.44
1185237.45
43
145401.77
1186266.43
21
145274.50
1185230.37
44
145364.30
1186348.52
22
145307.30
1185206.18
45
145323.25
1186416.47
23
145306.85
1185202.81
46
145275.99
1186486.45
IN
No. 12 57.00
��_ SCHAF",rr
CORRECTED FINAL PLAT OF PART OF THE
SW1/4 SE1/4; SE1/4 SW1/4 AND NE1/4 SW1/4
ALL IN SECTION 8, T-1-N, R-13-W
PULASKI COUNTY, ARKANSAS
0
NOTE:
THIS PLAT IS BEING FILED
TO CORRECT COMPUTATIONAL
ERRORS IN BEARINGS AND
COORDINATES.
BTATS
ABHAN d�iB03
tttt10,%1�1% 60 30 0 60 120
CORRECTED FINAL PLAT OF: SHEET 1 of 1
LOTS 12-28, BLOCK 6; LOTS 10-35, BLOCK 7; NOG
LOTS 4-12, BLOCK 8;
-07-06
TRACTS E-1, G-1, H-1 AND J-1 DATE 202-245
WOODLANDS EDGE NO J 202-245