Z-5664 Map 2W
ABANDON
e" F. M.
I
8"x 90°
Z
LL -
n
W
W
>
W
J
15'
10'EASEM ENT
—T LEVEE ---- ---- —�
37'
-INSTALL VERT. PIPE
SUPPORT FL (PIPE) -323.0
INSTALL 350SY OF
RIP RAP( 1'AVG. DEPTH)
615.0
INSTALL VERT. —�
PIPE SUPPORT
r. ( PIPE)- 323.0
INSTALL 250 sy
OF RIP RAP (I AVG.
PROPOSED 13.9 ac. POND
( SEE SHT. 3 -GRADING PLAN )
INSTALL 2850 Sy
OF RIP RAP
( 7'AVG. DEPTH)
605'
w0/ TEE
C.O.
INS7ALL GATE to BOX (SEE SHT.6
NORMAL OPERATING ELEV. ■ 322.0
65' SETBACK
6 "x 45°
�n
to
0
10° CROSS w/2
CLEAN - OUTS
210'
INSTALL 740' OF
10' SDR -26 PVC
V) X0.25%
V'
DIST. BOX
( SEE SHT 6)
INSTALL 6"SDR -26 PVC
O
i PROJECT BOUNDARY M
TRUCT 5350' OF CHAIN LINE FENCE W/BARB WIRE ARM
PULASKI COUNTY
SALINE COUNTY
6'
(T
4,
O
- —
Bon d Consulting Engineers
�
PREPARED FAR
SHANNON HILLS WATER,
SITE PLAN
�� I-60
DRAWN BY:
40
Va
GWC
4
SEWER, and FIRE PROTECTION
h
DEC. 1992
�Q O
�Q N�
�L N�
yon � ys
C)
— 6 G.V. w/box
(TYP)
6'x45°
6"x 22-12°
\O) 'toR
/ `G `T ,gyp QJG PT. OF DISCHARGE \
5�P l ro'? Z�� 0Ia FL= 312.05 I
P t RG
6 5��� I
CHLORINE
CONTACT
CHAMBE
�1
6
,V
Q Q
Q
co
N
4z -
(70
z -(70 �0
1
Q
04
12' ALL-WEATHER ROAD
( SEE GRADING PLAN )
FARSHELL FLUME
METERING STATION (SEE NOTE 3)
IOx610 TEE
03
/low 60'
GENERAL NOTESi
1. Operator shall use existing meter located at main pump
station on Clayton Drive for metering of wastewater.
2. 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.Nf Manning
PF -3 Parshall Flume, with M -Series Sonic.
Level/Flow Transmitter. To be installed
as per manufacturers spec_f1cat ions.
INSTALL (2) 12'
C. L. GATES
ACCESS EASEMENT
EXIST. RD. TO BE RECONSTRUCTED
REVISED: 2/93—CELL FILTER SIZE & CHLORINATOR
JOB NO. 1292
- —
Bon d Consulting Engineers
�
PREPARED FAR
SHANNON HILLS WATER,
SITE PLAN
�� I-60
DRAWN BY:
DA�
Va
GWC
, io io S. Redmond Road
SEWER, and FIRE PROTECTION
WASTE WATER TREATMENT PLANT � 251893 ��"'' �-
DEC. 1992
SMEET
� Jacksonville, Arkansas
IMPROVEMENT DISTRICT. �' 3.
SHANNON HILLS ,ARKANSAS -
2 � 13
APPROVED BY