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DRY WELL CONCRETE ANCHOR
L
2' -0"
DRY W
PROVIDE _ _ --
TOP 11 AND BOTTOM FACE. 3" CLR
22' -0"
DRYWELL WALL J
ANCHORING P N
1" - -0„
6
DRY WELL RISER
DRY WELL BASE
3/4" DIA SS 'L' ROD
EMBEDDED IN CONCRETE
ANCHOR.
i
20"
i
ANCHORING ELEVATION
1" = 3' -0"
ANCHOR M3 AND STRAP N ALL SHOWN ONAPLAN.R BOLTS
VIEW FROM BOTTOM. NO SCALE
WET WELL J
CONCRETE BOTTOM
FIAT IRON STRAP TYPICAL
WFT 11 1
e_
16 OF 6" DIAMETER PIN PILING
RAh;SDUCER CABLE
i
19� 3_33 i <N:DING ,in --
TRANSDUCE=R LEVELS
HIGH LEVEL ALARM
Is 1� 90.8'_
LAG START
188.5,
LEAD START
1
PUMP STOP
LOW LEVEL ALARM Ag
� 1
- 86.5_
W'E
WETLL BOTTOM &-\ 185.00
SEE DWG NO. E03 FOR PLAN
VIEW PLACMENT OF FLOATS
AND TRANSDUCER_
4" DI SCH 40 PVC PIPE. 1
MOUNT FLUSH WITH BOTTOM OF
WET WELL. MOUNTED ON HAND 36"
RAIL.
- 183.33_ LANDING
SECURE TO WALL WITH
STAINLESS STEEL CLAMPS
AT 24" OC.
LEVEL TRANSDUCER
45' BEVEL -CUT BOTTOM OF
PIPE STARTING AT CENTERLINE
WETWELL BOTTOM , 1
TRANSDUCER CONTROL
STAINLESS STEEL WALL
MOUNTING BRACKET FOR
FLOATS. SCIENTIFIC TYPE No.
S -4 OR APPROVED EQUAL.
1" = 3' -0"
0 400 800 1200
SELECTION
FLOW RATE (gpm)
PUMP INdI SHOWN A R PACO 415 -51, 1750 rim PUMP SELEC ETON �
AND IS Ij���' -QED AS.A;R€�R€'dCE ONLY. OTHER �
PUMP MODELS AND BRANDS MAY BE ALLOWED I
PROVIDED: THEY COMPLY WITH THE! PLANS AND NO SCALE 2426 'or$
SPECIFICAVONSI AND JPOSESS EQUAL OR BETTER
PERFORMANCE CHRACTERISTICS 11 AS DETERMINED
BY THE ENGINEER.
" 16,9 FR
REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MLM 10/24/00
NO. REVISION RY REVIEW DATE
T__ _. v„_ ,__. "�_.' RH2 ENGINEERING. INC1 Vag , 0 INEERS BOTHELL OFFICE NNER S
NTISTS EAST WENATCHEE OFFICE 16727
ReICISTSS' SIGNED:
4�
DRAWING IS NOT TO SCALE 10NAL 06/12198
IF BAR IS NOT 2" LONG ����u SPIRES a z of
O 1' 2"
R
Vity aa.J o - Devil's Elbow
v va
Sewer and Roadway Improvements - Schedule A
REVISED TO CONFORM p p��g p p p�
TO CONSTRUCTION RECORDS ANCHORING DETAILS AND
MARK MILLER 10/24/00 WET WELL LG V EL CONTROL
RH2 ENGINEERING INC. DATE
J06 PIU. FlLE LnIfMEER H!'NFNEO On?t S::ALF', NlOI I7WG tJ0 S11t:[i
196.024 DE -S3R RCP I TVP I DEC 07, 2000 1 SHOWN 36 1 LM3 1 25w,32
�I
N
N
P
FLOAT LEVELS
FLOAT (TYP)
1 91.0'
HIGH ALARM
1- 89.0'
PUMP START
1_ 86.8'
PUMP STOP
1- 86.3'
LOW ALARM
FLOAT CONTROL
1" = 3' -0"
0 400 800 1200
SELECTION
FLOW RATE (gpm)
PUMP INdI SHOWN A R PACO 415 -51, 1750 rim PUMP SELEC ETON �
AND IS Ij���' -QED AS.A;R€�R€'dCE ONLY. OTHER �
PUMP MODELS AND BRANDS MAY BE ALLOWED I
PROVIDED: THEY COMPLY WITH THE! PLANS AND NO SCALE 2426 'or$
SPECIFICAVONSI AND JPOSESS EQUAL OR BETTER
PERFORMANCE CHRACTERISTICS 11 AS DETERMINED
BY THE ENGINEER.
" 16,9 FR
REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MLM 10/24/00
NO. REVISION RY REVIEW DATE
T__ _. v„_ ,__. "�_.' RH2 ENGINEERING. INC1 Vag , 0 INEERS BOTHELL OFFICE NNER S
NTISTS EAST WENATCHEE OFFICE 16727
ReICISTSS' SIGNED:
4�
DRAWING IS NOT TO SCALE 10NAL 06/12198
IF BAR IS NOT 2" LONG ����u SPIRES a z of
O 1' 2"
R
Vity aa.J o - Devil's Elbow
v va
Sewer and Roadway Improvements - Schedule A
REVISED TO CONFORM p p��g p p p�
TO CONSTRUCTION RECORDS ANCHORING DETAILS AND
MARK MILLER 10/24/00 WET WELL LG V EL CONTROL
RH2 ENGINEERING INC. DATE
J06 PIU. FlLE LnIfMEER H!'NFNEO On?t S::ALF', NlOI I7WG tJ0 S11t:[i
196.024 DE -S3R RCP I TVP I DEC 07, 2000 1 SHOWN 36 1 LM3 1 25w,32
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N
N
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