HomeMy WebLinkAboutZ-9322 Map 43�
�p 31 9
19
,.S
,0 3
p9 69 \
0 3
3+° 3 10
09
p9 39
9 9y
p
CIMH p93 / 9 A e ..
TOP=309.9
INV.=304.8 1 3 '
300'
s�3
6
m s 'SOy • pA ti/2" BAR �SM_zr
FL IN-
/ I FL OUT=,
SSMH 0
TOP=31
FL IN= 1.7 SO TH 18" MAGNOLIA
FLOUT 1. 1 N
W Y- 3p1 9
nJ /
n ni 18" OAK
0) N
�2 �o A
/ X 3p0.
° 3y O
Z '
3° 3pe' y I ai6" TREE
0
O 0
r0
0 ti
O
�4" CEDFI
0
RIGHT OF WI4Y � / I
DEDICATION - 1
FND. 1/2"
DEBAR i
3�p 23,O, Ste\
SUBSURFACE IMPROVEMEN,S 01S 1.AiMM The to atien of utilities and drainage improvements shown
n this plat or drawing is limited to V5113IE ABOVE GRW OUTI LfflES AND QUIllIMERQVEMEUTS
ONLY; The surveyor, will when available, locate paint marks where Arlonsas One Call marks the location
of udktles and drainage. The surveyor is not responsible for the aovrary of arty locator markings made
by Arkansas One Call or others. When possible, the surveyor may sore record atlas maps or mourd
done ings'rf maddyavailable from municipalities and/or utility compares. Any underground nNines and
drainage improvements that are shown on this survey have been plotted and noted based on one or a
m bnation of the following: a.) visible evidence, b.) paint marks and c.) record maps and drawings.
When training, record maps and drawings,the su.°yac will graphically, depict underground utilities and
drainage by a reasonable effort of swing and tormaribing wal out further verification. Excavations are
not in the scope of the surveyor's work therefore no ettavations were made to lomte or confirm any
sub -surface conditions or improvements. The Surveyor makes no guarantee, either espoused or Implied
that any underground improvements, either in srvire or abandoned, whether private or publicly
owned, are full, shown, ren does he malue anv guaaMec as to their k atun, ... , ertem, sizes,
types, depths, condition or rapacity.
Date Notes By
ROCK
PAVERS
e�
y
S • 99
�It
3p9 92
\ T
O sa�� R
611 O92T02„ Op 1
egsT �bq0
2pS 23.
Ay \
<' 2
RIGHT OF WAY
DEDICATION
4$g.'. /b SOS / 09
048" OAK /
�0>
X R=1552.50'
\
3 \ \
OB \
A2
6 3p0 3
A �
PP
3 '
9p p0 3Oy,,b@ HOLL
a �7A1i
9 y6
CONCRETE
ONE STORY HOUSE p1 2� FOOTING
e 63
I
3 ' y °y
1 p'
GARAGE DECK \ p6 A2
x\x 3O7 x3°�
J
X \ x p1 ,2
oe \ ir
3 \
SE . p0ro '
/ 0.907 ACRES°+
3 / �
4WELDED WIRE
i1� % FENCE
0
/
it
X -
NORTH 89'09'47" WEST 181.80'
4 03 0 A
y- �c 3' 310 go9 3p9 a 31
Designed
Checked WAS
Drawn SDG
Approved WAS
POINT OF COMMENCEMENT
SOUTHWEST CORNER
NE1 /4, SE1 /4,
SECTION 24
T-2-N, R-14-W
PULASKI COUNTY, ARKANSAS
Nil
POINT OF BEGINNING
, 9°
CIMH \�, 8582,
TOP=309.02'
W.T=304.20'AD
SST
;./162'
REBAR
30° AS
I Arb
O
N
n
w
0
O
- D. 1 /2" O�
BAR o
F-
3,O 31 O
Z
LEGEND
B/C
— BACK OF CURB
H.C.
HANDICAP
-6-FH
FIRE HYDRANT
WM p
— WATER METER
-UGT-
— UNDERGROUND
TELEPHONE
-UGE-
UNDERGROUND
ELECTRIC
-OHP-
— OVERHEAD POWER
-GAS-
GAS LINE
-W-
— WATER LINE
LP* 0
— LIGHT POLE
YIMH
— YARD INLET MANHOLE
CIMH
— CURB INLET MANHOLE
JBMH
— JUNCTION BOX
SSMH Qo
— SANITARY SEWER
MANHOLE
WV"
— WATER VALVE
WM W
— WATER METER
SIGN -
— STREET SIGN
GM A
GAS METER
TP
— TELEPHONE PEDESTAL
TB o
TRAFFIC BOX
GV
— GAS VALVE
— CONCRETE
PROJECT
LOCATION
j i57os
j
15808 I t5g00 + iS70b !
1 1 j
44li,k
512
a4t4 .1 i j r „
4412-4120
asao =Ua 45 ) -
_440od4 `� ,57,7
�4401
r._ i aazal ,av
4422 j.. -.. - ------ — - -
-
�yi j
4a� 1 10 B J 1 ..�J J
j G —�I
! 7 !
4404 _ 4212 r Q
4A00 YN LN
1 ---t37 -..., t0
o !
a20& Yi •
4405 I - 1� c - � 7J
VICINITY MAP, N.T.S.
PROPERTY DESCRIPTION
oast Quarter of Section 24, T-2-N, R-14-W, Pulaski County, Arkansas, more particularly
described as follows:
Commencing at the Southwest Corner of the Northeast Quarter of the Southeast Quarter of said Section
24; thence East 648 feet; thence North 1,432.60 feet; thence North 680-58'-27" West 267.7 feet to the
POINT OF BEGINNING; thence South 05°-58'-52" West 174.91 feet; thence North 89°-09'-47" West
181.80 feet to a point on the east right-of-way line of Gooch Drive; thence North 01°-53'-42" East along
said east right-of-way 65.06 feet; thence North 01°-49'-25" East along said east right-of-way 178.41 feet
to a point on the south right-of-way line of Taylor Loop Drive; thence South 69°-27'-02" East along said
south right-of-way line of Taylor Loop Drive 205.23 feet returning to the POINT OF BEGINNING,
containing 0.907 acres more or less; said property subject to roadway right-of-way dedications as may
be required by City of Little Rock.
JO,ot,tttt20NINNuIOfn its,Eiilt,Eil,,I —I —
GP�E OF A'O°, •�G1 STERFO.,�.
STATE W
` 4. `�„ _ D A�ROKANSASS •• •.
SMITH AND
W GOODSON, PLLC-
No.2082EN
..... ... •. 5 , 20 10 0 20 40
NORTH 90'00'00" EAST 648.00' °" `1S „"° �,q' ilWID Y����
mrnnRnunut �nnLj1 SCALE: 1 "= 20'
SMITH AND GOODSON
19111A
CIVIL ENGINEERING AND LAND SURVEYING
WS 7509 CANTRELL ROAD, SUITE 227
LITTLE ROCK, ARKANSAS 72207
501- 414- 8498
BOUNDARY AND TOPOGRAPHIC SURVEY
FOR THE USE AND BENEFIT OF:
TAG Construction Company, LLC
Gordon Duckworth