HomeMy WebLinkAboutS-1590-B Map 6I
FND. ROW
MONUMENT
CD
0
2.41
FND. ONC.
MONUMENT
EXIST. STS INLET
TOP RIM=368.54
FL=364.14 (18" RCP W)
FL=364.04 (18" RCP E)
i"
.,'�FND.1/2" \
/ REBAR \
s
W BASELINE RD.
__
(EXISTING 60' ROW)
S 87° 47' 19" E 711.00' - --
35' BLDG SETBACK
6.74 ACRES±
6(19c-
�5 6A N 670 SF7&
LOT 88' FAIRWAY WOODS ij2s1.
PHASE I
OTTER CREEK COMMUNITY
LOT 882
EXIST. SS MH #261
TOP RIM=352.49
FL=345.37 (10" PVC W)
FL=344.96 (10" PVC E)
EXIST. SS MH #259 /
TOP RIM=351.63 /
FL=339.58 (10" PVC N) /
FL=339.51 (10" PVC S)
EXIST. SS MH #260
TOP RIM=350.60
FL=344.30 (10" PVC W)
FL=343.94 (10" PVC S)
FL=0.00 0
FL=0.00 0
EXIST. STS INLET
TOP RIM=347.80
FL=0.00 (FULL OF DIRT)
S 020 29' 00" W
SET 1/2-
REBAR
P.O.B.
SET 1/2" REBAR
S 020 10' 18" W 30.00'
N Br 47' 19" W 543.44'
I�\ PT #60
1 �II N
SET 1/2
REBAR E If
I I
III C))/
ri o l�
II a
Ili " /
NE CORNER
NWI/4, NW1/4
SECTION 5
T-1-S, R-13-K
12"W �(
EXIST. STS INLET
TOP RIM=343.17
FL=337.57 (48" RCP W)
s `71 =337.47 (48" RCP E)
Cv
OP RIM 343 09
FL 337.19 (48' RCP W)
IAR 2 ,�' FL=337.04 (48" RCP E)
4� EXIST. SS MH #257
I TOP RIM=343.09
FL=334.96 (10" PVC E)
1^"V
P/) #61 EXISL SS MH #258
/ TOP RIM=339.77
FL=334.07 (10" PVC W)
FL=333.97 (10" PVC E)
POINT TABLE
POINT /
DESCRIPTION
NORTHING
EASTING
ELEVATION
60
SET PK NAIL
123214.10
1183092.66
344.48
61
SET PK NAIL
122887.59
1182961.90
1 346.33
CURVE TABLE
CURVE /
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD LENGTH
C1
34.55'
2200'
69059'24'
S42" 30' 42'E
31.11'
C2
189.58'
356.82
30°26'31'
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.
Cfb LEGEND (EXISTING SYMBOLS)
SYMBOLS
o
FOUND IRON PIN
UBNEMOBK
EASEMENT
A
LIGHT POLE
- -
- - -
nL
POWER POLE
CURB
m
TELEPHONE PEDESTAL
--. --. -
EXIST. STS INLET
TV PEDESTAL
INTERMEDIATE CONTOUR
--- .
TOP RIM=34252
0
MANHOLE
_ OUR
INDEX WI
n
SANITARY gWFRCLEANOUT
SS
FL=338.86 (18" RCP W)
A
GAS METER
SANITARY SEWER LINE
FL=338.82 (18" RCP E)
°a
GAS VALVE
- G
GAS LINE
STORM SEWER PIPE
W
c
DOWN GUY
WATER LINE (SPECIFY SIZE & TYPD
DQ
WATER VALVE
U G T
FDtE HYDRANT ASSEMBLY
UNDERGROUND TELEPHONE
D91
AIR RELEASE VALVE
UNDERGROUND ELECTRIC U GE rV--
A
FIRE DEPARTMENT CONNECTION
O
WATER METER
OVERHEAD ELECTRIC
®
SPRINKLER HEAD
UGTV
m
ELECTRIC PEDESTAL
UNDERGROUND TELEVISION
OH TV
F.
GRATED INLET
OVERHEAD TELEVISION
IT,_,
CHAIN LINK FENCE
ILA11
DROP INLET
MOW FENCE
_X_ _ -X
BMBTL WIRE FENCE
TREE
FIBER OPEC
RIGHT OF WAY
TREE TO BE REMOVED
-
ROADCENTERLINE
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 61'58'38" 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 TO 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.
{{`tY„ITLTLR,1"It
� I "STATE •���''','i
ARKANSAS
NO. 1096 ..':O
�I�d SIGr-A R
'L LA
F Y.G`
500-01 S- 1 3W-0- 05-440-60-1096
111�
GRAPHIC SCALE IN FEET
40' 0 40'
BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, SOUTH ZONE (03021,
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
® engineering I surveying
501.664.3245 t 501 664.6704 f
www.crattontull corn
CERTIFICATE OF AUTHORIZATION: , OF
CRAFTON, TULL &
ASSOCIATES, INC.
;m No. 109
=y o
`xJ 2
AAMAN,AS EN5t�CE0.
WIMBLEDON PHASE 2
13600 WIMBLEDON LOOP
LITTLE ROCK, ARKANSAS 72201
- - I
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, Tull & 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.
M4/11/18�
TATE Op
:ISSUE
7804801 ARKANW
/11/18 �. KELSOREGISTEREDED FOR PROFESSIONALRUCTION ENGINEERNo. 9407, Tull & Associates, Inc.
JFRRY J KEGS
SURVEY CONTROLSHEET
C-102