HomeMy WebLinkAboutZ-3592-G Map 41 I I 4 I 5
P \, � _ KANIS ROAD(60'R/W)
23' ASPHALT S58°06'35"E, 55.93' (CHORD)Q2
NOTE: THERE ARE NO PUBLIC UTILITIES OR DRAINAGE � O'460"W9
Z-(30 � - - - - - - _
- IMPROVEMENTS IN THAT PART OF 12 TM BEET E S550 23' 20" E, 126.59'
VACATED Er ORDINANCE N 15° 03' 17"E, 111.72' S 58° 50' 12"E 32.55' (CHORD )
NUMBER 14687. N 800 36'06'014140,15' PPG N 47° 58' 39"E 327.77' IPF °
- S28040'2 -6"E,272'91' ' S
IPF IP IPF o 1�' 14"F
Ps 86 23 48 E, 25.94'
PF •• IPF PF S75°58'49'E 152.72' (CHORD)®
NO2°s1E ��-iwlRo EASEMENT DEED F S 87° 1305°E, 270.52'
u_ 9.83 Psi S02°51'50'W 9.91' INSTRUMENT NUMBER 86-09840 SI8°21 u
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SITE ' N42°C8'Ip"iy Izl S47°51'S0'W 56,5T(CHORD)® UT/L/TY EASEMEN73 ij' / 110.94�I - _S „ PO/NT p�BEG/NMNG"N.E. G2 UER
V , ( 56.57(CH017D� /� a-S02°51'50"W 68.18' INSTR(/MENTNUMBERS ((( IPF- 08 35 E, 54.93' SECT/ON9 T -/-N R -l3 -W
OCAT/ON ° J
�// IOR/R CED. t i !! 911 � PF S43°45 44 W 82.71
NO2°51'50'E,68.18 Imo' ' " ' (6/.87N.054.59`E. Q�/.P.F. J
87-/9354 87-/93555 /%!7EVIOUSLY RECORDED, k3' ,
°"1 87-/935 V/�-547°51'53"W ,
• «% ': - 1 �i \ 6' BUFFER WITH I' WALL 15' WIDE �/ 389.14' t
^* GD /// LOT 1, SHACKLEFORD
�t r • AREA ADJACENT TO UTILITY'EASFT
^^^Tnt NI N?CPQ252^W n �� fS20 �� �'F EAST R/W LINE --- - ,moi ,-S82°5A'si r 5-4- 7n, K„ to WEST [X
SUBDIVISION
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tERRAT BOOK Cz 87-/935423E
a stet OR 52.30(CHO® PAGE 422
87-1-93545
1
T MA
\5 �S88°I?u7 W w K -N47°07'11"E,56.53'(CHORD) n
_.l 6�.. 392.77 (C°HORD) Ps w <:. 3
y -N42°50'45' W, 56.57'(CHORD)
V I C I N I T Y M A P,...;__ .�I _-7r.�h, N 1 /
NOT TO SCALE
CHERRY CREEK ADDITION NE CORNER
SES l
PLAT BOOK D, PAGE 949 SEC TION 9, T--1-l�; l
�- NW CQ4NER SES NW
SECTION 9, T -I -N, R -/3-W S 87°48'07"E
CHERRY CREEK ADDITION 1048'0 -
PLAT BOOK D, PAGE 749
IPF S 880 10' 34" E 13 21.38' Iff
4�.. ..
IPS ......�
1 23 24 25 26 ;::�+�;.•?
(5CYR/W,)CHERRY LAUREL RIGHT-OF-WAY
(601) CONDEMNED BY
12
B L O C K 4 CIN OF LITTLE ROCK \ rF
NSTRUMENT N0. o
1 113 14 15 16 91-2313 z 1i
Ir _
79 80 81 82 iN------
- --0i
(as' R7w) 83 K-)
c1 '
2 3 4 84"4-
4
far85 Y �({
5 1V EXISTING SANITARY SEWER LINE
8 X860•
z J
7 6 87,92 11
88 /
91 90 89
W
Lo /
o • i' 22' WIDE ASPHALT
C) '
Z
UJ
'Cr
IPF
Z
7
Vr
/ SLOPE EASEMENT
RECORDED IN IN
NUMBER 86045041
�-POSSIBLE PROPOSED (t OF ���I&
15 -SANITARY SEWER EASEMENT [n
� Ire' IP�
/ I IpF IPF PF S 17°24'51"E, 28.64'
" / N 66°28' 57"W, 37 OO' (CHORD)
PF B L C K • 3 t. PF - S 79 ° 17' 2 6" W 14 8.00' (CHORD) 0
S.W. CORNER N88 03' 19° 131 4 B L c 2 87° 33' �4' '
s9 se s7 ss 55 115 .63' 1 N 87° 35' 59" W, 35.92'
SE 1/4 N W V4 I 54 53 \ 32 33 : 34:35 36 186:187 .188 52 189 190 191 192 193 194 195 196 197 198 199 2001 201
SECTION 9,
T -1-N, R -13-W SHADY CREEK DRIVE 31S 02° 24' 0111 W, 117.86'
51 HICKORY HILL ROAD
SANDPIPER V/EST ADDITION 30 29 1
PLAT BOOK D, PAGE 046 SANDPIPER WEST
O ADDITiON Qlr} S A N D P I P E R g D D I T I
v Pl_ATBOOKC,PAGE 8 PLAT BOOK A, PAGE II O N
N
'PO/NT CF BEG/NN/NG"
3 S.E. CORNER SEI/4 NWI/4
a SECTION 9,T -1-N, R- 13-W
LO Q
O z
IPF
10 THE - D5G
MEHLBURGER DR
FIRM
�rcml..t.-ttupn.m-s°rn,.n CHK
:01 South Izord ° Little Rock. AR 72201 a 501/375-5331 APVI
S 000 31' 51"E, 72.47'
200 1CO 0 200 400
SCALE
PROPERTY
A
t'• 2 3
LINE
-r
5
CURVE
z6 7
DATA
o 9
DELTA 24'31'12' 4.52'13'
6'12'24'
22'34'57 31'00'00' 95'28'39 26'19'18'
90'00'11'
11'46'25'
TANGENTi71.71' 27.99'
16.30'
77.07'
257.93'
27.51'
75.99'
40.00'
113.00'
RADIUS 133. ' 658.17
300.63'
390.00'
930.00'
25.00'
325.00'
40.00'
1095.90'
ARC ' 141.22' 55.95'
32.57'
153.71'
503.22'
41.66'
149.30'
62.83'
225.20'
CHORD 140.15 155.93'
32.55'
152.72'
497.10'
37.00'
148.00'
56.57'
224.80'
-L-
13
t
1
17
A.
I DELTA '40'05'45. 12'17'45.
6.59'40'
87.59'19' 26'27'10' 42'27'40
45.48'21' 90'00'11'
90'00'11'
4 tANGENT 209.05' 61.71'
tt
60.20'
38.61'
155.15'
233.13'
212.51'
40.00'
40.00'
1572.97' 572 88'
985.00'
40.00'
660.10'
60010'
503.00'
40.00'
40.00'
[RADIUS__
ARC L00 122.94'
120.24'
61.41'
304.76'
444.72'
40213'
62.83'
62.83'
CHORD L3 ?.77' .122.7I'
120.17'
55.66'
302.06'
434.62'
391.51'
56.57'
56.57'
DELTA +45''18'01' 4'32'27'
80'56'04' 7.29'23'
40'05'45' 11'46'26' 89'54'44
16'38'45' 25'41'27'
TANGENT!'I8713' 26.17'
34:2
68.40'
_2_30 _95'
105.78'
39.94'
57.05'
212.07'
RADIUS 1441110' 660.10'
40.00'
1045.00'
632.80'
1025.89'
40.00'
390,00'
930.00'
ARC '35.12' 52.31'
56.50'
136.60'
442.89'
210.81'
62.77'
113.30'
417.00'
CHORD 344.77' 52.30'
51.92'
136.51'
433.91'
210.44'
56.53'
112.91'
413.52'
DELTA 00'10'12'
TANGENTO 7=- -•- - -
°ADIUS :;030^-
ARC Ii 49'
i
r
EXHIBIT 'B'
Surveyor's Certificate
The undersigned Registered Professional Land Surveyor (the 'Surveyor') hereby certifies that (a) this
plat of survey and the property description set forth hereon are true and correct and were prepared from an
actual on -Ute -ground survey of the real property (the 'Property) shown hereon; (b) such survey was conducted
by the Surveyor or under his supervwon: (c) all monuments shown hereon actually exist and the location, size
and type of material thereof are correctly shown; (d) exe-pt As shown hereon, there are no visible
encroachments onto the Property or protrusion therefrom, there are no improvements on the Property, there are
no visible easements or right-of-way °4 III Property, and there are no visible discrepancies, conflicts, shortages
in am, or boundary line conflicts; (e) tht size location and type of improvements are as shown hereon, and all
are located within the boundaries of the Property and set back from the Property lines the distance indicated; (f)
the distance from the nearest intersecting street or road is shown; (g) the Property has access to and from a
public roadway, (h) all recorded casements have been correctly planed hereon; and (i) the boundaries,
dimensions and other details shown hereon arc true and correct.
The Surveyor expressly understands and agrees that (a) this certificate is made for the use and benefit
of Beach Abstract & Guaranty Company, Chicago Title Insurance Company, First Commercial Bank, N.A. and
West Rock Partnership andlor Vogel Realty Company, and (b) all parties mentioned above are entitled to rely
on this plat of survey as being true and aaurate in all respects and upon this certificate as being true and
accurate
Executed this 6th day of Decetnber 1994.
Revised: April 19, 1995 MaN 8. 1995 A I
COMPANY NAME: The Mehlhurecr Firm. Inc. x -
B. Michael W'u.
`%N%% j$5 STF:k
Registered Professional land Surveyor No. 957 Z,
Or
G°3QM�Q Old DOOMdQ(;14� V19UFV SCALE
--- BAR IS ONE INCH ON FEDERAL DEPOSIT INSURANCE CORP.
THE PLANS AND SPECIFICATIONS INCORPORATcD ORIGINAL DRAWING.
HEREIN, AS A PRODUCT OF DESIGN SERVICES, D 1' LITTLE ROCK, ARKANSAS
_- 15 THE PROPERTY OF THE MEHLBURGER FIRM
AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON
WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST PO. NO. 94 -2/986 -N -✓N
NO. DATE REVISION I BY APVD Is THE MEHLBURGER FIRM SCALES ACCORDINGLY.
I ��y _ NOK 9 ''
�:7i say+A z'
REVISED DESCRIPTIONS AND PROPERTY
BEARINGS AND DISTANCES, APRIL 19, 1995
BOUNDARY SURVEY OF PART OF THE N SHEET I � 2DWG
1/2 OF SHE
SECTION 9, AND PART OF THE SE 1/4 SE 1/4 OF NO.
SECTION 4, ALL IN T - I - N, R -13-W, PULASKI COUNTY, ARKANW DATE 12-06-94
rNO. 294-234
A
B
D