HomeMy WebLinkAboutS-1590-B Map 9I
END. ROW
MONUMENT
FND. ONO.
MONUMENT
EXIST. STS INLET
TOP RIM=368.54
FL=364.14 (18" RCP W)
FL=364.04 (18" RCP E)
---___ LINE RD. _
(EXISTING 60' ROW)
FND. 1 /2"
REBAR
EXIST. STS INLET
TOP RIM=347.80
FL=0.00 (FULL OF DIRT)
Sh'C
S 87° 47' 19" E 711.00' - - _: ~_` "'_____
S 020 29' 00" W 11A
-------------
35' BLDG SETBACK
6.74 ACRES±
�3 E92
- -_ - -
FAIRWAY WOODS PHASE I \ \
\
OTTER CREEK COMMUNITY
FAIRWAY WOODS LOT 664
PHASE 4-8-2
OTTER CREEK COMMUNITY
EXIST. SS MH #261
TOP RIM=352.49
FI_ 345.37 (10" PVC W)
FL=344.96 (10" PVC E)
EXIST. SS
TOP RIM=351.63 /
-339.58 00" PVC N) /
FL-339.51 (10" PVC S)
TOP RIM=350.60
FL=344.30 (10" PVC W)
FL=343.94 (10" PVC S)
FL=D.DO 0
FL=0.00 0
SET 1 /2"
REBAR
sT,
SET 1 /2"
REBAR /
cV
a
P/T #61
P.O.B.
SET 1/2" REBAR
_ S 020 10' 18" W 30.
N 87" 47' 19" W 543.44,
�1I
II
II
II
II
II
II
II
II
II
PT #60
I
I
v l
N
NE CORNER
NW1/4, NW1/4
SECTION 5
T-1-S, R-13-W/
12"W �(
EXIST. STS INLET
TOP RIM-343.17
FL=337.57 (48" RCP W)
FL-337.47 (48" RCP E)
/ L
43.09
/ (48" RCP M
(48" RCP E)
PFL=334.96
T. SS MH #257
RIM=343.09
(10" PVC E)
EXIST. SS MH #258
TOP RIM=339.77
FL=334.07 (10" PVC W)
FL=333.97 (10" PVC E)
POINT TABLE
POINT I
DESCRIPTION
NORTHING
EASTING
ELEVATION
60
SET PK NAIL
123214.10
1183092.66
344.48
61
SET PK NAIL
122887.59
1182961.90
346.33
CURVE TABLE
CURVE J
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD LENGTH
C1
34.55'
22.00'
89059'24'
S42' 30' 42'E
31.11'
C2
189.58'
356,82'
30026'31'
S17' 37' 03'W
187.36'
FLOOD PLAIN STATEMENT
NO PORTION OF THE PROPERTY SHOWN HEREON IS
LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS
DESIGNATED BY THE FLOOD INSURANCE RATE MAP,
MAP NUMBER 05119CO441G, PUBLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY,
DATED JULY 6, 2015.
LEGEND (EXISTING SYMBOLS)
o
SYMBOLS
FOUND IRON PIN
L INE'NOBK
EASEMENT
0
LIGHT POLE
_--_____________
bi
POWER POLE
CURB
m
TREPHONE PEDESTAL
EXIST. STS INLET
(9
TV PEDESTAL
INTERMEDIATE CONIDUR
��:... .�..�..
. _-
TOP RIM=342.52
O
MANHOLE
plDa CONTOUR
o
SANITARY SEYhR CLEANWT
SS
FL=338.86 (18" RCP W)
o
GAS METER
SANITARY SEWER LINE
FL=338.82 (18" RCP E)
I_
GAS VALVE
GAS LINE G
STORM SELLER PIPE
W
c
DOWN GUY
WATER LINE (SPECIFY SIZE E TYPE)
X
WATER VALVE
U G T
-6-
FIRE HYDRANT ASSEMBLY
UNDERGROM TELEPHONE
L87
AIR RELEASE VALVE
UNDERGROELECTRIC U G E YIV
UNA
A
FINE DEPARTMENT CONNECTION
OH E "Yy
O
WATER METER
OVERHEAD ELECTRIC
®
SPRINKLER HEAD
UGTV
m
ELECTRIC PEDESTAL
UNDERGROUND TELEVISION
-�
OHTV
GRATED INLET
OVERHEAD TELEVISION
r,
F= l
CHAIN LINK FENCE
e II
DROP INLET
_A",
L-J
WOOD FENCE
a
i
TREE
BARBED WIRE FENCE
FIBER OPTIC
RIGHT OF WAY
TREE TO BE REMOVED
-
sa�V
ROAD CENTERLINE
GENERAL NOTES:
1. VERTICAL DATUM: NAVD 88, AS DETERMINED BY
GPS OBSERVATION.
2.1/2" REBAR W/CAP SET AT ALL CORNERS
UNLESS NOTED OTHERWISE.
3. ERROR OF CLOSURE EXCEEDS 1:30,000.
PROPERTY DESCRIPTION
PART OF THE NW1/4, OF THE NW1/4, SECTION 5, TOWNSHIP 1 SOUTH, RANGE 13
WEST, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE NE CORNER OF NW1/4, OF THE NW1/4, OF SAID SECTION 5
THENCE S 02'10'18" W A DISTANCE OF 30.00 FEET TO SOUTH RIGHT OF WAY LINE OF
BASELINE ROAD; THENCE ALONG SAID RIGHT OF WAY N 87'47'19" W A DISTANCE OF
543.44 FEET TO THE WEST RIGHT OF WAY LINE OF WIMBLEDON LOOP, ALSO BEING THE
POINT OF BEGINNING; THENCE ALONG SAID WEST RIGHT OF WAY S 02'29'00" W A
DISTANCE OF 11.02 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS
OF 22.00 FEET, AND A CHORD BEARING AND DISTANCE OF S 42'30'42" E, 31.11 FEET;
THENCE S 02'29'00" W A DISTANCE OF 156.82 FEET; THENCE ALONG A CURVE TO THE
RIGHT HAVING A RADIUS OF 356.82 FEET, AND A CHORD BEARING AND DISTANCE OF S
17'37'03" W, 187.36 FEET; THENCE S 32'45'05" W A DISTANCE OF 139.07 FEET;
THENCE LEAVING SAID WEST RIGHT OF WAY N 61 W A DISTANCE OF 372.52
FEET; THENCE S 64'36'57" W A DISTANCE OF 311.23 FEET; THENCE N 02'09'14" E A
DISTANCE OF 472.32 FEET TC THE SOUTH RIGHT OF WAY OF BASELINE ROAD; THENCE
ALONG SAID RIGHT OF WAY S 87'47'19"E A DISTANCE OF 711.00 FEET TO THE POINT
OF BEGINNING, CONTAINING 6.74 ACRES MORE OR LESS.
CIISTER�
-*STATE OF'�
• ANO. 1096 S '' S
�.�d_BI6NATTSRE
ivI .
,•,°�p�`9L, LAB :
�'��FNnnnut��
500-01 S-1 3W-0-05-440-60-1096
�Vm
GRAPHIC SCALE IN FEET
40' 0 40'
BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, SOUTH ZONE 10302),
DETERMINED BY GPS OBSERVATIONS, APPROXIMATE
CONVERGENCE ANGLE IS , -000 14'28.82464".
DISTANCES ARE STATE PLANE GRID DISTANCES.
COMBINED ADJUSTMENT FACTOR = 0.999980094.
10825 Financial Centre Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull
0 engineering I surveying
501.664.3245 t 501.664.6704 f
www.craftontull.com
CERTIFICATE OF AUTHORIZATION: ....,„,OF q�ryo�,'
CRAETON. TULL &
�. ASSOCIATES, INC.
No. 109
=y o-
;
�sv 2
AP`gNsas Erws"`'EA
WIMBLEDON PHASE 2
13600 WIMBLEDON LOOP
LITTLE ROCK, ARKANSAS 72201
Key Plan
No. Description Date
This document, and the ideas and designs incorporated herein,
as an instrument of professional service, is the property of
Crafton, T"II & Associates, Inc., and is not to be used, in whole
or in part, for any other project, without the written
authorization of Crafton, Tull & Associates, Inc.
STATE OF
PROJECT NO: 17804801 ]J
8 ]DKA�
ISSUEDATE: 4/LL CONTACT: J. KELSO * *+*
CHECKED BY: REGISTERED
ISSUED FOR PROFESSIONAL
CONSTRUCTION ENGINEER
2017Crafton, T"II&Associates, Inc. J.RNo. 9407
RV I C3
SURVEY CONTROL SHEET J !�
C-102