HomeMy WebLinkAboutZ-7789 Map 12I
S03'39'07'IE
35.08=-3-
m I TC3Al.a3
N 142800 v 1 /111X,\/
a I
M
a I
r
M
ASPHALT FL/333;
I 34D26
I/
3
I Z
0 /
o I
O335.
N 142^650
C7
o v o
w N N N
CD N
CU
N _ W. ROOSEVELT W
6 SECTION 1 � AsfHALr 7(� R/W�- � - - 33os - 7---T -� �, / � - �--7
/70339.2' R-12'Fl 38.34 / � /
�FL339.7,9 I IIC33599 / i/ / FL3�il.4t / 2 /CA328.55 T .39 325.84/ FL324Z7 / FL�.14
W W I V 305.3 _!_6330. HrC3Z9.15 TC32�.67
8 340.1 2"CIP HATER LINE I x W X333.-- EL EL�C3• L E TC 3 .98 6.H4 I ( W32246 W
TC340.79� \ I I tC 2�gg C, J, E L`.}3�6;S2- EL �c EOL EL
_ 1
L340.67 W. 29.0 I FL3328508 A3 6.26/ 4.9 S87cJ"E / EE
l.3 A
O / I \ I 329.9 327.30 C3 6.7q
/ W I x335.8 L3 6.15 I
ASPHALT 2643
7 / f+j
x329.3 TC326.90
S9.45 /nc 325.670 1340.0/ x3303, / X /x324.8I0 {W329 TC325.71 �40" OAKC OUND N FL325:23 - b, / L 5.04 034 OAK3/ 4� /L324.473 Bl TOP 328.ORATE 1 'LET�PA IN WEST 12' = 3Y0.25 � TOP 32 .13D yl ,CJ LOUT EAST 6 319. 3 FLAN VES 15" t' 319.5/P'61.;fL OU EAT 16 9/9.5115" RC= 318.40
RAW
x.�C. -- _ --,'-CONCRET WA(/ 15" _ _ I
.X / / /AL OUT EAST 12"1. 320.58 \ fzi RFCP� T X29 15" RCP /y- E\HBAD LL
,y x330.7 _ ' u x3232 ? x 3223 321.0 / x
77''�// I 1 \317.5
0 /W
GROUND ° °�G / C323.74 SW 23.54 �� X / i
W 331.4 3312 104! OLE$ L323.11 FL3 2.8 /
OT 3 Mt/ / �� - NJN�cFU0 29.X322.9
pp
332.2 - i� Y N h / / LIGHT ON
3 3 �� X
�cico 11 ci 321.9 I /GROUND'
�
333.0 / 3 7 330.7 A FL322.54f TC3.9
�3 /
43 OW aO `/SW323.02
I / 11�kp / 331.0 GV32,C322.90
5 73 4.. 3 I / 9.8 AC / SAX 1()4t/ FL32244 / 1•
I / /
TC 30.29 T .80 SV32 326.1 / / `
s.47 / /
FL329.6 a
. T 2 54 11 C n/ 42k. /
o �cW32. 44 51326.2/ --
TC3 L334• 32ITC33L�j�x330.4 30.0 SV329,2 / TC3 .// / / �ASPNALT to SV 22.66
FF7 4+
0
0
N
N
A
319.80
ASPHALT
/ TC318.88 FL317.11 / TC314,55 �FL311.61 /
TC310.72
TCggI .0
F,L 12 "C!P WALINE FLI AS
X EL >C1
E � 1 -� W K I? 3 TC310.96\ W W
EL rL FL3 .84 CLI-
(�
�
��
OF
i
TC311.23
I
OAK /
NATER METER
j
0 UND
03
I
O95y"
I
'
d
I
CIONCRE/�'E
MONUMENT
m
I
0
FOUND MONUMENT
I
FL310.95
320.00
x
1039" OA.
I (
TC311.
4
I I
X317.7 x
16.
SEWER PIPE
K
I 11.8
/
/ /
`Z7- CA OAK /
I�j
313.8
/
x3
/
/
I
03�"
X
CA
FL31,0,34
/
/310.
0310.79
TL310.79
a e/
041
`/OAK
303.9
/
x306.6 /
3'OX
> / 0
315.6
/
�36" DAK
11.0
/
/
r
32 OAK / /
rn
ZZ0
309.6
/ 0/"
/09.9
311.6
g3 L 0.6 330.15 / F 25.22 CD'1'C 97 p / X318.7 / /
�IlI 33 TC 30.57 FL32�63 / I 1'rlD,ny� y 4 / / / / / 313.5 42'
I C / ` / / ' TC322.432X322.0 04 O X32t� 0 /
L321.9
ASPHALT I 332.25_ 4 I pC 1.1�33p 54 P9" OA
PL331.9 70330.038 X ''II� I I FL32L C �4 2.74 / / O
TC331.8 1 /330.7 FL`29.29 ASPHALT
TC °/ .76 70329.56 // CURD INLET I 7[322.36 / yl /
X TOP 322.37 2 ` / l °21"
C3 1 a / I 3244 FL UT EAST�IS`1. 910.20
C336. I �� !S / / j "OAK
F 28.87 I I T 32 3 RCP 1` l -PL 15" RCP/ 318.84 i 26' A I3.
T 323.29 � / / � O
FL3 9. 3 0329.42 CC gyy9 320.
i1 328.81 r03 40 I I ' X32'.43 / CONCRLTF NEADNAEL
V TC3�9. 329.31 FL / / TC3 7.05 /
1 w CC 28.84 CC3 2!£2 FL324.91
/28.5 T 0328.57 TC�6-8 TC324.23 011 ® �
C 2 /
/ p /
32817 / - / FL326.4 / fL 33 �FL32 X322.34
0328.28 / CEDAR /�- .70/322.063, ' / / 94" OAK/
W I / r/04.42 *
_ rCg'5,�9 032356 / 0320.1
1 J / FL32526 T TC'"5.67/ � � / FL314.6 /
/ /
TC326.53 2�.Si� X32S.S6 / �a 2 / 0323.69 / / 013.9 /
55 L3 a97 132327 / // X31o.a
I TC3262S TC325.9 % 19.11 / / / / /
1I/ � C32650 / / f / / Bt / / 34/OAK /
ImTI ,25 FL324.93/}1 3.91 / / X321./25 / � / 0319 L9 9
32 .36 7� rc325.28 / /
32x.9 / 0 A
T 25.07 /� , 70.32463 X323.99 / / / / / / BUILD NG x3!42 /
/
� 70323.11 TC3'i9.76 L319.60 LIB. /
319.60 29" OA
1323.84 I � L321.98/ / F 319.24 - C / /25 0 O/
-� '_ ITC32C96 TC320.72 IT 318. / O /
N 142500 I I/ 3212 /_
FC320.31 ,./
J 0� Y; / =Ly�g3 gg. 37`94 7'!il! �/ / / / x306.6 /
/.74
622" AX / �r % 317.81 C .78 / / / X314.6 j
�.SX317.4 / � / {y9" OA / / j / x309.6 / /307.94
7" INE
ASPHALT I / 31 ,
I/ Ix
/ o / / a
t T 320.68 ] I / O' IT
"'-y I I' � � / / / 0
M uI x 16.9 308.7 l /
% 20" HICKORY X P29" NI CRY 306.2 W "V
2 319.53 / / % / / / p 1 .12 08.97 / X - O
r 3
J 05.97
X 313.7 / R BASKET
1 m� 15 AR 23" PIE BALL CONCRETE /
/ X3164 ,
/PINE
/ 20 NE / � 21
SANITARY SEWER MANHOLE �A 09.06 2B"
TOP 3/7.20 Tt3lA2 /m Imo'/ 7.87 /
FL IN NE 8' 1. 908.70 41 / , m /ENCH MARX
FL OUT SOUTH 8"s 308.58 1687 / �1' 8" NAIL / / 07" INj 'gyp 2' PNET /
� N !42394!5270 //
1 .9 E 1220293.3030 312.0 / /X309.8 / / 224"-P E /
II x314.1 Akn,vv QIA63 A / J /Xi03.B
11
II
IIS
N 142350
FPUND 'TL311.70
�EBAR CAP ASPHALT
0.!1281
N
W
GRAPHIC SCALE
( IN FEET )
1 inch = 30 It
70307.67 / TC305.45 � 4.5 40
C30c
N87"41'4$"W MEAS. 464.96' FL30d
W
r
W
N 142800
N 142650
9
/
��
OF
i
308.3
x j
/
W
(ft
NATER METER
0
APROX. ZOCATIIN
VOLLEY BALL HURT
03
TELEPHONE PEDISTAL
0
d
®
®
GAS METER
POST
m
FLAG POLE
0
FOUND MONUMENT
BENCH MARK
DROP INLET
320.00
x
SPOT ELEVATION
8" TREE
TREE SIZE
AND TYPE
_ -
/6" RCP
STORM PIPE
8" SEWER LINE
SEWER PIPE
K
310.9
/
/ /
/
/
IT7
CA
/
a e/
/
303.9
/
x306.6 /
/
'
/ 308.1Xi30B:1�
/
/
r
32 OAK / /
rn
ZZ0
3034
N 142500
X301 / / "� / /' n 301.0
x305.6 X703.5
""""""LLLLLL
3y'•20 / / 35" OAK /
// / / / X3011
/cezeao j
/X303.7 / / / 297.7
OS�^� / / x301.
!6" CEDAR /
y16' LNB /
/ / z OAK
MU ERRY / / / / /BOO. / / / 97.6 / SET "X„
/ / / / / 028-0A IN C tON�C
' NAI 'S HAI MARX '
8
N 142377.4530 /
/ / x300.5 �ELRV. 8001 98.4 X938 zip 969, SET "p„
° °' IN CONC.
IJ
r- AJf 0141 -
W
CHAINLINX
GATE
W
FENCE
4 0.12'
N 142350
LEGEND
6
HATER VALVE
6
FIRE HYDRANT
G
NATER METER
0
SANITARY SEWER
03
TELEPHONE PEDISTAL
0
LICHT POLE
®
®
GAS METER
POST
m
FLAG POLE
0
FOUND MONUMENT
BENCH MARK
DROP INLET
320.00
x
SPOT ELEVATION
8" TREE
TREE SIZE
AND TYPE
_ -
/6" RCP
STORM PIPE
8" SEWER LINE
SEWER PIPE
K
PENCE LINE
W _,_.
WATER LfNE
EL --'
OVERHEAD POWER LINE
LEGAL DESCRIPTION
Part of the Northwest quarter of Northwest quarter of Section 16,
Township 1 North, Range 12 West, in the City of Little Rock, Pulaski
County, Arkansas, and being more particularly described as follows:
Starting at the Northwest Corner of Section 16, Township 1 North,
Range 12 West, thence S 03139'07" E along the West line of Section 16,
a distance of 35.00 feet to a point on the south R/W of W. Roosevelt Rd
and the Point of Beginning; thence along said south R/W, S 8704148" E
466.00 feet lo a concrete monument; thence leaving the south WW,
S 03030'51" E, 430.89 feet; thence N 87°41'48" W 464.96 feet to a
rebar and call being on the east R/W of Woodrow St; thence along said
east R/W, N 03039'07" W 431.00 feet to the point of beginning,
containing 4.581 acres, more or less.
SURVEY NOTES
1. Iron pins found or set at all corners unless noted otherwise.
2. Utilities i,ac.5ons as shown are located from visual means
and from maps provided by utilities. Gas company could
not provide gas locations this area.
3. Prior to any construction it is the contractors responsibility to
contact ONE -CALL (1-800-482-8998) for actual utility locations.
4. Coordinates and Elevations are based on Pagis Monument 2040.
5. This parcel of land does not fall within the limits of the 100
year flood boundary, as shown on Firm Flood Insurance
Rate Map for the City of Little Rock, Pulaski County,
Arkansas, Panel 12 of 24, Community -Panel Number
050181 0012 E, Revised November 3, 1993.
6. Survey is based on Warranty Deed Book 89, Page 06072
and surv!:y done by Brooks & Curry Inc. dated 8-15-73,
revised 9-5-73 & 12-27-88
7. Water easement document Book 798, Pages 615-618,
dated 7wie 6, 1962.
Gas easement document in Book 103, Page 397, dated
March 25, 1910. Easement is general with on specific location.
CERTIFICATION
I HEREBI'' CERTIFY THAT A SURVEY PARTY UNDER MY
SUPERVISION PERFORMED THE FIELD WORK FOR THIS
SURVEY '>,ND THIS PLAT IS A CORRCT REPRESENTATION
OF THE S"URVEY RESULTS. ALL CORNERS SHOWN HEREON
EXIST Ar D THEIR LOCATION AND TYPE ARE CORRECTLY
SHOWN /;ND ARE LOCATED IN ACCORDANCE WITH EXISTING
AND ACCEPTED MONUMENTS OF THE AREA.
0