HomeMy WebLinkAboutS-1135-E Map 4i � t
\ \ PAGIS COORDINATES
I \ NORTHING FASTING
1184599.39 CENTERLINE CURVE DATA
\ 2 161782.94 1184661.66
I \ 100 YEAR 3 162063.70 1184456.39 Q Q Q ® Q
-4 162131.12 1184577.80
FLOOD PLAIN \ \ 5 162175.17 1184536.70 DELTA 02°19'12" 15°40'56" 90°00'00" 90°00'00" 35°12'06" 49°08'22"
\ 6 162186.40 1184550.66 RADIUS 405.45' 867.98' 37.81' 38.00' 160.00' 150.00'
7 162387.64 1184788.93 ARC 16.42' 237.67' 59.39' 59.69' 92,16' 128.66'
\ 8 162246.89 1184927,64 TANGENT 8.2V 119.53' 37.81' 38.00' 47.59' 68.58'
9 162128.23 1185028.15
\ 161982.50 1185170.79
\ \ \ \ 11 161966.51 1185179.79
\ \ \ 1618911852.18 \ � � 161891.24 1.24 118527575.18
\ 161777.43 1185394.31
161646.78 1185473.73
\ \ \FOU-
161668.37 1184930.90 FLOOD PLAIN STATEMENT
IA PORTION OF THE PROPERTY SHOWN IS LOCATED
I
1/2" \
WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED
BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
FLOOD WAY REBA \ 050181 0007 D, PUBLISHED BY THE FEDERAL
\ I EMERGENCY MANAGEMENT AGENCY DATED AUGUST 5, 1985.
4sC\P / 7 \ I
/
y�AG��/
NOTES:
1 SET 5/8" REBAR AT ALL LOT CORNERS.
2 NO INDIVIDUAL
ACCESS OFF
BEACH DRIVE
DIV
3 M.F.E. = MINIMUM FINISH FLOOR ELEVATION.
100 YEAR \� / \ P //. Q \ 1 4 THE FRONT BUILDING SETBACK IS 5.0 FEET.
FLOOD PLAIN ,1� / QP / I 5 THE REAR YARD SETBACK IS 10.0 FEET.
6 ALL SIDE YARD SETBACKS ARE 5.0 FEET.
tk $ Oca `-k // J \ 7 ERROR OF CLOSURE EXCEEDS 1 IN 15,000.
100 YEAR \ SO
/FLOOD PLAHV
�S XaOo \60 sO.o2.\\// \ FOU Q 1/2" I •!/�
% P S 5' UTILITY AND/OR REBAR\ I
rQ- / y . / o DRAINAGE EASEMEN 8 ® O PROPERTY DESCRIPTION
NO \ j.�UILDING SETBACK LINE \O
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate shown
and described herein, do hereby certify that we have
laid off, platted and subdivided, and do hereby lay off,
plat and subdivide said re estate ' cUel-,--,�
a with
this plat. '
l 1 b
Date of Execution No a EV-Mark Development, LLC
Ad ressP,O. Box 241850
Source of Title: Little Rock, Arkansas 72223
Instrument No. 2003-079190
CERTIFICATE OF SURVEYING ACCURACY
I, _ MICHAEL WATSON , hereby certify that
this plat correctly represents a boundary survey made
or verified by me, all monuments required actually exist
and are correctly shown hereon and that all surveying
requirements of the Little Rock Subdivision Rules and
Regulations have been complied with.
Date of Execution B. Michael Watson
-
Registered Professional
Land Surveyor
No. 957
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, _ WLS I OWD R , hereby certify that this
plot correctly represents a plan made by me, and that
the engineering requirements of the Little Rock Subdivision
Rules and Regulations have been complied with.
1 1 94 �d� ��*�
Date of Execution Wes Lowder
Registered Professional
Engineer No. 4943
Arkansas
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and
Regulations, and all of the conditions of approval having
been completed, this document is hereby accepted.
This certificate is hereby exec4ited under the authority
of said rules and regulatio
Date of Execution L.R. Plann'
Commission
LlyBs� Part of the Northwest 1/4 of the Southwest 1/4 and part of the Northeast 1/4 of the Southwest 1/4 of
M.F.E. \ y \SCS \ Section 20, T-2-N, R-13-W, Pulaski County, Arkansas, being more particularly described as follows:
CERTIFICATE OF RECORDING
gbh vU 389.00 \ �' I }7, COMMENCING at the Southwest corner of said Northwest 1/4 of the Southwest 1/4 of Section 29; This docum�¢ntt�,� qqumber JO 102-V&,-filed for record
mot" O h� byG 6 g a 15'R. ?�/ \\ �50 25' DRAINAGE EE EMENT thence S®uth 876 35' 29" East along the South line of said Northwest 1/4 Southwest 1/4 a distance -�, o19St1, in Plat Book 13 Page A-i
^O y6 oN // `3 (1 8 BUILDING SETBACK LINE I J �- of 985.51 feet to the POINT OF BEGINNING; thence North 200 33'13" West a distance of 407.31
Sag z 9� 0.220 G�\ s \ I \ss feet; thence along a curve to the left having a radius of 435.45 feet an arc distance of 139.48 feet and a (Signed) 1pnC l u
/ 0 6 o .2: O43�y4 2 \\ t��• I s chord bearing and distance of North 600 57' 20" East a distance of 138.88 feet; thence North (Signed)
1 ° SQ % 13 Ot r- s I 43 00' 53" West a distance of 60.24 feet; thence along a curve to the left harng a radius of 375.45 YN .RT pp
s �Q 84 4 '17"E 61 re S\ 0 fv�.1E. d'_ \ I
lj feet an arc distance of 17.91 feet and a chord bearing and distance of North 51. 10' 55" East ale1t''
2 CH. /.0 C� j0 s� J y 22 y1 Z. 39 00 09, I distance of 17.91 feet; thence North 49° 48' 57" East a distance of 311.89 feet to the West right of
v pi <<\ L s�, gy/ c� .T\ p \ � I way line of Hinson Road; thence along said West right of way the following elgK (8) courses and distances: o•••u. Cn 9 , 5 0 \ /` ro FOUND 1/2 ° ,ea •q
4 \ • '9�'9 C\ . O g \ \ 11 South 44 34' S4" East a distance of 197,61 feet; 21 South 40 15' 54" East a distance of qq>}4 CIrr1 / v 0 j�Z I REBAR O 155.52 feet; 3) South 44 23' 12" East a distance of 203.91 feet; 4) South 29° 22 24" East a L�1�
F /. °o 4 0 ° o��,rLG`, 15'R. S�p9 ��/�/ \� �h P \�Ly 9No 0 237 p\� 0' UTILI}Y AND/OR distance of 18.35 feet; 5) South 500 OS' 03" East a distance of 104.47 feet; 6) South 61° 21' ," r " t T ®,
C`�� G� /� 5 \ ,q AC �6 �� t1 \ fl\. DRAINAGE EA'I�EMENT Sl \ 48" East a distance of 17.33 feet; 7) South 46' 18' 28" East a distance of 164.7E feet; 8) the along "+\
`.X 1c�0Q" 2 - �r>;� 41 � \M.F.E. ^ I \Q a curve to the right having a radius of 299.69 feet an are distance of 154.61 f94r and a chord bearing and
p O g• J� 3 Z.00 / > Q• distance of South 31° 17' 43" East a distance of 152.90 feet to a f
�5' UTILITY AND/OR h' •P 9 F b O �3 0.263 / D s point on the ,outh line of said 2
�\ a' 0 2 to {3 g \ / + �, �, \ Northeast 1/4 Southwest 1/4; thence North 87' 43' 20" West along said South It
of said Northeast „
DRAINAGE EASEMENT & O y tr .2 AC. \ N41 09'30"E 33. g „ ,a+
BUILDING SETBACK LINE rO \ 9� / .45' 1 7 9 1/4 Southwest 1/4 a distance of 643.26 feet; thence North 87 35' 29" West alalg said South line "� pY\ \ F G 5' UTILITY AND/OR \ 3 �,
01 \�� z5' SET PAGIS C7 of said Northwest 1/4 Southwest 1/4 a distance of 331.81 feet to the POINT OF BEGINNING,
g. F DRAINAGE EASEMENT & r. C�
!o / \ y �j i •� p. MONUMENT \ \` containing 409,575 square feet or 9.403 acres, more or less.
5 0 532 9•GN' s� L\ BUILDING SETBACK LINE��/� 20$1-0302
0.361 A5°3 / 20a NN Z \�9' \ ���151 I Ol� a<
d>\ AC. S/9?9 g0'S� \\ �i,�i 1b 1 \ 't9) J .•,.
o_ °•A3 5 S Sy2 2 Pr\01�EN� G\\\\ ` t\ o? p M.F.E.
\ S6 \\\\ rGP A3• ` �\ 42 394.00 w..w FLOOD WAY
10, BUILDING / J GE \3g 1 . Q c� /Z N
10 P\NS •'�Z / 1 r'a 6 I 7L \ 10' UTILITY 0.270 \\ w,
SETBACK LINE 4 O� S25 II�?1 r, \ AND /OR AC. \ W� \ FOUND 1/ "
\ 0.380 G '' 1 �F 2 \ '� REBAR
AC.c'o�\ DRAINAGE \315j V\ \�
A3i E 5 I �1 20\rn a La
\EASEMENT p Ei M.F.E. I\ 0 1 °
6 .OA6 l \r co
395.0q \\ o 70
2219GY\.i I� �• \ p2..(J 3 10' UTILITY\\. Sl6�lS'',
f 4 8 5° 1I / I N \ \ \N26.5A 4 3 DRDAINAIGF \\ 10' UTILITY AND/OR \� \
tJ 0.367 ° 22 / I . Iro \ \ 0.260 EASEMENT \ DRAINAGE EASEMENT
O AC. OS 6 I 1 0 \ \ AC. CN I \ BUILDING SETBACK LIN \ FOU 1/2„
W I`L 2g0 =28 0\„W 31.67 A.991 ��, REBAR 12 �Jf
tr? ca\ \92/ I I m \ P110 ,w A4_- \
' r I • �o . I fT°39'50�-`� 1 �� '\ n + \ FOUND 1/2" cj.
°Z55% 6$O� \`I l N Z� �,L_s� �_'-�-i o \\� 9,403 ACRE _ REBAR
S• \. a� r'13'' �J 5' UTILITY AN /OR \ \ OPEN SPACE \ J
DRAINAGE EA EMENT & \
T
N W 1 / 4 S W 1 / 4 / S\O S92y \ N�5 /�^ /� / BUILDING SET ACK LINE
SECTION 2 9 w 4 7 �baG� \\\ \ 38 C � � �i/ N30°41•0p.•E 53.00'CH. I \� \ 100 YEAR
l;. a 0.373 ro 6' �\ _ _/ M.F.E. / -SET PAGIS
o AC, rah/O`r OZ �� �_ . • i_�� ` 44 397.00 / MONUMENT I \ 1 \ FLOOD PLAIN S7�
N .3\ - •,bl' O� Z 0.490 I // / 2061-0303 N E 1/ 4 S W 1/ 4
O o30 gLp 10 im N ,f, AC. I / 100 YEAR
FLOOD PLAIN S E C T I O N 2 �\
, w si• I
\ FOUND 1/2"
2Q�\_ to �I .�a \ \ REBAR 14 \
G T
ON
SW CORNER o4Qs 5b �!
I J
0.381
NW1/4 SWi/4 AC. \'o \ a' 0.403
AC. \ / n l� lS
SECTION 29 ' mac, 6' OPROPERTY LINE
I O I /
A�`' \ J• .�� CURVE DATA
�� 10' BUILDING I / r� \ �� (' DELTA.--29 3"33' 0"
/�- S87°35 29 E 985.57' SETBACK LINE 1`°(\� 10' UTILITY AND/OR
I /' • C) RA S 299.69'
118,00 I ry DRAINAGE EASEMENT 8` �C
125.72' 75.74' 10,04' -- IJZ Y
_ I \ \ \\ A C 154.61'
187.72' I BUILDING SETBACK UNE
- •N87� 5'36"W 305.72' - ` ti 10.00' \ �'` T NGENT 79.07'
FOUND 1/2" 69.15' \ \
REBAR P,O.B, N873529 W 3�1 81� s \
IFOUND 1/2" REBAR
0.26' SOUTH OF LINE FOUND 1/2" REBAR
10.99' NORTH OF LINE FOUND 1/2" BENT BURN TREE SUBDIVISION SW CORNER N87°43'201,W
4 PIPE 0.34' NORTH PLAT B-468 NE1/4 SWi/4 WINDSOR COURT TOWNHOUSES 43.26�
I 3 OF LINE 2 1 I SECTION 29 PLAT A-825
15
S:\2003PRO\303-126\FINAL PLAT 1 LOT NO. ONE \
® ,THE DSGN DD OO @U tW[9[`fn]4@3 WER[I Y 8CALE
MEHLBURGER DR THE PLANS AND SPECIFICATIONS INCORPORATED BAR IS ONE INCH ON FINAL PLAT OF PART OF THE
5DN ORIGINAL DRAWING.
FIRM , - HEREIN, AS A PRODUCT OF DESIGN SERVICES, NW1/4 OF THE SW1/4 & PART OF THE NE1/4 OF THE SW1/4,
CHK BMW IS THE PROPERTY OF THE MEHLBURGER FIRM O ® 1"
1 10_14-04 REVISED FLOODWAY AND FLOODPLAIN BOUNDARYS 8 LOT CONFIGURATION SDN BMW AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON ALL IN SECTION 29, T-2-N, R-13-W,
APVD WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST
201 South Izord o Little Rock. AR 72201 ❑ 501/375-5331 BMW NO. DATE REVISION BY APVD 5 THE MEHLBURGER FIRM SCALES ACCORDINGLY. PULASKI COUNTY ARKAPJSAS
�tttlnlnttrg/i A
'}t,%,�•%1®r e
STATE OF %
ARKANS ;
2 95
�II
FL
s Signed
\
E3Y:
50 25 0 50 100
Scale:l"=50'
PHASE I
HICKORY GROVE SUBDIVISION
LITTLE ROCK, ARKANSAS
SHEET 1 of 1
DATE 10-12-04
O. N303-126
0.