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PLAT BOOK 12 PG 50
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NW1/4 NE1/4
SOUTHEAST CORNER — ----
NORTHEAST 114 NORTHWEST 114
SECTION 5, T-1—S, R-13—W
7 /
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i I INSTALL 2" s _
WATER METER
i NORTHWEST CORNER INSTALL FIRE INSTALL 2" WATER
SOUTHWEST 114 NORTHEAST 114 HYDRANT ASSEMBLY METER (DOUBLE)
SECTION 5, T-1—S, R-13—W w/TEE INSTALL 2" \
i WATER METER .
Q S88.24'37"E 871.06' F.I.P.
INSTALL TEMPORARY' -- _ —� WINme
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INSTALL BLOW—OFF
WATER METER /
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ELBOW BEORow WATER METER
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RETENTION
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PROP DRAINAGE
RETEET& NTION
JOB. No. 4062
DRAWN BY: CAG
FILE NO.: 4062ALTA-1.DWG
CHSTAGE.ASC
W
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SOUTHWEST CORNER
NORTHEAST 114
SECTION 5, T-1—S, R-13—W
LIMITS OF 100 YR. FLOOD
ELEVATION 291.00
(le see Note
\ N 87'56 29 W 12.62'
1 \N 8T48'27" W 513.25' PLATTED 1
/ F.I.P. J F.I.P. F.I.P. (�R SPIKE)
H 0.10' NORTH ",I F.I.P. / ON LINE/ 1.36' NORTH I / /
0.08, NORTH o �F)LP.
r'�lNT OF
65 BEGINNING /
WESTFIELD DRIVE
B BOND CONSULTING ENGINEERS, INC.
C 2601 T. P. White Drive
Jacksonville, Arkansas 72076
EPhone: (501) 982-1538 Fax: (501) 982-1530 E—mail: Tommy.Bond@Centurytel.com
Prepared For:
Mr, Burke Larkin
ERC Development, Inc.
Fort Smith, Arkansas 72913
A\
f5• ELBOW
" GATE VALVE
CONNECT TO EXISTING
12" DUCTILE IRON WATERLINE
8" x12" TAPPING SLEEVE
& VALVE
INSTALL 811x8"x8" TEE
w/8" GATE VALVE
LEGEND:
PROPERTY LINE
EASEMENTS
FLOWLINE
�295�
ELEVATION g9ao
CONTOURS
EXISTING
SANITARY SEWER LINE
EXISTING FENCE x 3E 9E 9E—=
EXISTING
WATER LINE --------------
ABBREVIATION:
EXIST
EXISTING
PP
POWER POLE
WM
WATER METER
MH
MANHOLE
SWR
SEWER
OHU
OVERHEAD UTILITIES
CONC.
CONCRETE
F.I.P.
FOUND IRON PEN
S.I.P.
SET IRON PEN
DIA
DIAMETER
GW
GUY WIRE
TELE FED
TELEPHONE PEDESTAL
SWALK
SIDEWALK
S.F.
SGUARE FEET
R.O.W.
RIGHT—OF—WAY
C/L
CENTERLINE
RCP
RIBBED CORRUGATED PIPE
DI
DROP INLET
FH
FIRE HYDRANT
P.O.B.
POINT OF BEGINNING
IRON PENS SET = 112" REBAR
GENERAL NOTES:
1. ALL CONSTRUCTION AND MATERIALS SHALL MEET OR EXCEED THE
CENTRAL ARKANSAS WATER UTILITY STANDARDS AND THE ARKANSAS
DEPARTMENT OF HEALTH STANDARDS.
2. SEWER MAINS AND FITTINGS SHALL BE SDR-26 PVC, CLASS 200. ALL
SERVICE LINES SHALL BE 6" DIAMETER SCHEDULE 40 PVC.
4. WYES AND SERVICES LINES SHOULD BE LOCATED TO CONFORM TO
PLUMBING LOCATIONS ON THE MECHANICAL DRAWING.
5. CONTRACTOR WILL WARRANTY ALL CONSTRUCTION AND MATERIALS
FOR A PERIOD OF ONE (1) YEAR UPON ACCEPTANCE BY THE CITY.
6, ALL STUBOUTS AND WYES SHALL BE CAPPED AND MARKED FOR
EASY LOCATION IN THE FUTURE.
S. IN THE EVENT THAT THE MATERIALS LISTED ON THE PLANS AND
SPECIFICATIONS DIFFER FROM THE STANDARDS FOR THE CITY OF
LITTLE ROCK THE SAID STANDARDS FOR THE CITY SHALL BE USED.
6. CONTRACTOR TO GIVE 48 HRS. NOTICE PRIOR TO STARTING CONSTRUCTION.
A UTILITY REPRESENTATIVE MUST BE PRESENT WHEN THE CONTRACTOR TIES
INTO AN EXISTING MANHOLE AND THE UTILITY MUST BE GIVEN A MINIMUM 24
HR. NOTICE PRIOR TO THE CONNECTION.
7.) ELEVATION CONTOURS ARE SHOWN AS 1' INTERVALS.
UTILITIES:
ENTERGY (A. P. & L.) CENTRAL ARKANSAS WATER
LITTLE ROCK, AR 72201 221 EAST CAPITOL
(501) 377-4000 LITTLE ROCK, AR 72201
(501) 377-1202
CONTACT: MARIE DUGAN
RELIANT ENERGY ARKLA
4500 WEST 61st STREET
LITTLE ROCK, AR 72201
(501) 377-4680
CITY ENGINEERING DEPARTMENT
LITTLE ROCK, AR 72201
(501) 371-4820
CONTACT: CITY ENGINEER
LITTLE ROCK WASTEWATER
221 EAST CAPITOL
LITTLE ROCK, AR 72201
(501) 688-1465
CONTACT: JIM BOYD
SOUTHWESTERN BELL COMMUNICATIONS
10816 EXECUTIVE CENTER DRIVE
LITTLE ROCK, AR 72201
(501) 224-2000
ARKANSAS STATE PLANE
NORTH ZONE
COOORDINAT£S
MONUMENT
N
120994.22
E
1185259.33
set
112" iron
pin
N
121012.64
E
1184747.04
found iron pin
N
121655.50
E
1184771.56
found iron pin
N
121631.33
E
1185642.28
set
112" iron
pin
N
121560.76
£
1185600.39
set
112" iron
pin
N
121191.37
E
1185375.95
set
112" iron
pin
N
121159.77
E
1185326.28
set
112" iron
pin
ChapelRidge of Little Rock
WATER DISTRIBUTION DESIGN
PART OF THE WEST 1/2, SOUTHEAST 1/4 OF SECTION 29, T-3-N, R-10-W
JACKSONVILLE, PULASKI COUNTY, ARKANSAS
S-, wc� Op
No. 2219
S IL �i/III
SCALE: 1 " = 60'
DATE: OCTOBER 21. 2002
SHEET
4 OF 4
ORIGINAL