Z-5664 Map 1F
ABANDON
8" F. M.
I
I
8"x 90°
O
M
v
3
15'
W
U
ir
0
U�
J
CL
00
H-
X
W
LL
NPEL:1011M
37'
-INSTALL VERT. PIPE
SUPPORT FL (PIPE) -323.0
INSTALL 350sy OF
RIP RAP (i' AVG. DEPTH)
15.0
10'EASEMENT
`_ LEVEE
INSTALL VERT.
PIPE SUPPORT
FL ( PIPE)- 323.0
INSTALL 250 sy
OF RIP RAP (I AVG.
PROPOSED 13.9ac. POND
( SEE SHT. 3 -GRADING PLAN)
INSTALL 2850 Sy
OF RIP RAP
(7'AVG. DEPTH)
605'
12
ti
W0/ CFaE
INSTALL GATE 5 BOX (SEE
NORMAL OPERATING ELEV
5350
SHT. 6)"
.-322.0
65'SETBACK- ,,
r PROJECT BOUNDARY
A ph
CHAIN LINE FENCE w/BARB WIRE ARM
PULASKI COUNTY
SALINE COUNTY
6 "x 45'
10" CROSS w/2
CLEAN -OUTS
2/O'
INSTALL 740 OF
10' SDR -26 PVC
1)0.25%
DIST. BOX
( SEE SHT. 6 )
K
INSTALL 611SDR-26 PVC
'bo:
V
6'
Bond Consulting Engineers
�1
0
co
S C. LE 60�
1M,
n
DATE:
GWC
V t�
Q
SEWER, and FIRE P?OTECTION
a�
DEC. 1992
i
i Jacksonville, Arkansas
IMPROVEMENT DISnICT' # 3.
a
2 OF 13
APPROVED BY
a
-
NPEL:1011M
37'
-INSTALL VERT. PIPE
SUPPORT FL (PIPE) -323.0
INSTALL 350sy OF
RIP RAP (i' AVG. DEPTH)
15.0
10'EASEMENT
`_ LEVEE
INSTALL VERT.
PIPE SUPPORT
FL ( PIPE)- 323.0
INSTALL 250 sy
OF RIP RAP (I AVG.
PROPOSED 13.9ac. POND
( SEE SHT. 3 -GRADING PLAN)
INSTALL 2850 Sy
OF RIP RAP
(7'AVG. DEPTH)
605'
12
ti
W0/ CFaE
INSTALL GATE 5 BOX (SEE
NORMAL OPERATING ELEV
5350
SHT. 6)"
.-322.0
65'SETBACK- ,,
r PROJECT BOUNDARY
A ph
CHAIN LINE FENCE w/BARB WIRE ARM
PULASKI COUNTY
SALINE COUNTY
6 "x 45'
10" CROSS w/2
CLEAN -OUTS
2/O'
INSTALL 740 OF
10' SDR -26 PVC
1)0.25%
DIST. BOX
( SEE SHT. 6 )
K
INSTALL 611SDR-26 PVC
'bo:
V
6'
0
AQ 04
<
40 �Q
NN6
jV
Viy�
— 6" GV. w/box
(TYP)
6'x45°
6"x 22.12 °
6'k 45°
6"x 22-v2'
I`
1
�l
1 1
1 1
I
I Ca
i �I
40
\I
\ �
\ \
`-CG N ,gyp JC' PT. OF DISCHARGE '
5�P 176:;"
6, 23� O oto FL= 312.05
CHLORINE
CONTACT
CHAMBE
m
A,.
2 v
Q
N �
OQ' �
0 �0
4
h�
12' ALL-WEATHER ROAD
( SEE GRADING PLAN )
FARSHELL FLUME
METERING STATION (SEE NOTE 3)
IOx6>j10 TEE
/ IV 60'
GENERAL NOTES:
1. Operator shall use e�eistinq meter located at main PumP
station on Clayton Drive for metering of wastewater.
_. All PVC pipe shall be SDR -26, all D.I. pipe shall be
Class 50, all fittings shall be D.I.
3. Contractor shall install a T.Nr Manning
PF -3 Parshall Flume, with M -Ferias Sonic.
Level/Flow Transmitter. To be installed
as per manufacturers specifi at ions.
-- I NSTA-L (2) 12'
C.L. GATES
ACCFSS EASEMENT
EXIST. RD. -TO BE RECONSTRUCTED
REVISES 2/93 -CELL FILTER SIZE & CHLORINATOR
.JOB NO.1292
Bond Consulting Engineers
�1
PREPARED FOR
SHANNON, HILLS WATER,
co
S C. LE 60�
1M,
DRAWN BY:
DATE:
GWC
V t�
10 10 S. Redmond Road
SEWER, and FIRE P?OTECTION
a�
DEC. 1992
i Jacksonville, Arkansas
0
AQ 04
<
40 �Q
NN6
jV
Viy�
— 6" GV. w/box
(TYP)
6'x45°
6"x 22.12 °
6'k 45°
6"x 22-v2'
I`
1
�l
1 1
1 1
I
I Ca
i �I
40
\I
\ �
\ \
`-CG N ,gyp JC' PT. OF DISCHARGE '
5�P 176:;"
6, 23� O oto FL= 312.05
CHLORINE
CONTACT
CHAMBE
m
A,.
2 v
Q
N �
OQ' �
0 �0
4
h�
12' ALL-WEATHER ROAD
( SEE GRADING PLAN )
FARSHELL FLUME
METERING STATION (SEE NOTE 3)
IOx6>j10 TEE
/ IV 60'
GENERAL NOTES:
1. Operator shall use e�eistinq meter located at main PumP
station on Clayton Drive for metering of wastewater.
_. All PVC pipe shall be SDR -26, all D.I. pipe shall be
Class 50, all fittings shall be D.I.
3. Contractor shall install a T.Nr Manning
PF -3 Parshall Flume, with M -Ferias Sonic.
Level/Flow Transmitter. To be installed
as per manufacturers specifi at ions.
-- I NSTA-L (2) 12'
C.L. GATES
ACCFSS EASEMENT
EXIST. RD. -TO BE RECONSTRUCTED
REVISES 2/93 -CELL FILTER SIZE & CHLORINATOR
.JOB NO.1292
Bond Consulting Engineers
�1
PREPARED FOR
SHANNON, HILLS WATER,
SITE PLAN
S C. LE 60�
1M,
DRAWN BY:
DATE:
GWC
V t�
10 10 S. Redmond Road
SEWER, and FIRE P?OTECTION
sly "` ��'��
WASTE WATER TREATMENT PLANTSHELrr
DEC. 1992
i Jacksonville, Arkansas
IMPROVEMENT DISnICT' # 3.
SHANNON HILLS , ARKANSAS m
2 OF 13
APPROVED BY