HomeMy WebLinkAbout115 Route 28 - Detail Sheet 2 for Site PlanCLEANOUT DETAIL
SEE PAVEMENT SECTION
LeBARON CAST IRON LAO910 FEMALE ADAPTOR & THF
MIRAFI 140N FABRIC OVER 2" PEASTONE H-20 RATED
VALVE BOX TO SLEEVE TO ALLOW MO
GRADE AT EA. END. POURED CONCRETE DO
4"OSCH40 P RF RATIONS DOWN 1.5 CU.FT.f
REDUCE VENT AS SHOWN
ENS JUST INTOE
EASTONE �
E FABRIC OVER VENT
\ 2.0'mSCH40 PVC
9,1 90' ELECTICAL CONDUIT SWEEP
RISERTEE \ 1/q' ORIFICE IN LATERAL
4"PVC TO PUMP VARIES
PIT (2) REO 60" O.C. WITH SHIELDS (TYP.)
SEE PLAN FOR LOCATIONS
6"SCH 40 PVC MANIFOLD /
SIDE ELEVATION VIEW
LATERALS BOTH I 2"SCH40 LATERALS
WAYS FROM
CENTRAL
MANIFOLD
6"SCH40 PVC
.MANIFOLD
1
0 LEACHING FIELD
I tp
=1 1/4" ORIFICE AT 5' O.C.
I WITH ORIFICE SHIELD
? ALTERNATE TOP & BOT
I
EDGE LEACHING FIELD PITTCCH POUR 1 CU. FT. MIN.
-3000 PSI CONC
•
4"PVC TO PUMP THRUST BLOCK AROUND CONNECTION
PIT I ;
(2) REQ.
i PIPING DETAILS
PLAN VIEW o NOT TO SCALE
0
ORENCO SYSTEMS INC
PH. 1-800-348-9843
OR EQUAL
'..
1/4" HOLE AT 5' O.C. /I SNAP-ON
6' ON CENTER
IN 6 O'CLOCK AND 12 O'CLOCK SHIELD
MIRAFI 140N FABRIC OVER STONE X,
POSITIONS (ALTERNATE)
-
EXACT DIAMETER HOLES DRAINAGE SLOTS
SHOULD BE SHOP DRILLED WITH O
A DRILL PRESS TO ENSURE
-
UNIFORMITY. REMOVE BURRS
J
PRIOR TO PLACING PIPE.
(ENGINEER TO INSPECT) ORIFICE SHIELD DETAIL
INOT
TO SCALE
'..
COMPACT BACKFILL
6' ON CENTER
36' MAX. COVER. SLOPE 27. MIN.
MIRAFI 140N FABRIC OVER STONE X,
f
2" OF DOUBLE WASHED I 8- - 1/2- STONE
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0000
9" BELOW LATERALS
OVERALL HEIGHT I °o°°o°°a°°o°o°°o°°o°°o°°o°o°Oo°°o0u0000o000o0°oq°0000°°0°00°0°°°0°°°°0°°0
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ORIFICE SHIELD OS 200CW
2.0"4SCH40 PVC 11' TOTAL OF 3 4' - 1-1/2" STONE
ORENCO SYSTEMS INC
WITH 1/4" ORIFICES DOUBLE WASHED ONLY
PH. 1-503-459-4449
SHOP DRILLED AT 5' O.C. ENGINEER TO INSPECT
OR EQUAL SEE DETAIL
ALT TOP & BOTT. OF PIPE BOTTOM FIELD LEVEL AT EL 20.92
LEACHING FIELD SECTION
NOT TO SCALE
BOTTOM STONE EL 18.9
CONC, PAD
--
o, nr_ 32'-2'
4"OSCH40 PEFORATIONS DOWN
VENT AS SHOWN
,
' CAST IRON COVER
OVER CLEANOUT
ool
EXISTING 1500 GAL
I
° I GREASE TRAP (REMOVE)
I
0 o I CONC. BASE
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DRILL LAST ORIFICE IN EACH LATERAL ON TOP
..
OF PIPE (12 O'CLOCK POSITION) TO RELEASE
AIR FROM LATERAL DURING START OF DOSE
- 0'
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- - - - - - - - - - - - - --------�
PLAN
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^o. 10,600 GAL GAS BAFFLE 6" GA BAFFLE
m COMPARTMENT
20.25' INSIDE DIM. 53 GA 10.42'
COMPARTME T
COMPARTMENT WALL '.
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INSTALL REINFORCED CON CRc PAO &SE UNDER TANK TO MANUFACTURERS SPECIFICATIONS
SECTION - 16000 GALLON SEPTIC TANK
(ACME PRECAST TUNNEL MOLD TANK OR APPROVED EQUIV.- DUAL COMPARTMENT)
PUMP INSTALLATIk.,..
1. PRESSURE DOSING PUMPS SHALL BE MYERS 3``,:IV 3—HP PUMPS OR EQUAL CAPABLE
OF 187 GPM AT AN 22.7 FT TDH.
PUMPS SHALL BE INSTALLED IN STRICT CONF! •'MANCE WITH THE MANUFACTURERS
SPECIFICATIONS. PRIOR TO ORDERING PUMPIt,3 EQUIPMENT AND THE INSTALLER .
SHALL PROVIDE THE DESIGN SHOP DRAWNGS OF THE ALL PUMPING EQUIPMENT FOR
APPROVAL INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR
FOR THE PUMPS) IS AVAILABLE AT THE SITE PRIOR TO ORDERING PUMPS.
2. CONTROLS: PUMP CONTROLS S'ALL FE LOCATED IN A NEMA 4 RATED PANEL IN AN
ACCESSIBLE AREA AND SHALL BE E CLOSED AS REQUIRED TO MEET ALL STATE AND
LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY SO
THAT EACH OPERATION APPLIES THE PROPER DOSE TO THE PORTION OF THE
SOIL ABSORPTION `.YSTEM TO W ^H THE PUMP IS CONNECTED.
PUMPS SHALL BE PROVIDED "Ti. A LOW LEVEL OVERRIDE AND REDUNDANT
LOW LEVEL ALARM SET SUCH TIi?•<. THE PUMPS REMAIN SUBMERGED.
PUMPS SHALL OPEIR-ATE FOLLOWING= ^EQUENCE:
a. PUMPS OFF
b. LEAD PUMP ON
c. ALARM ON AND LAG PUMP ON ;TWO PUMPS OPERATE OR ALTERNATE PUMP
SUBSTITIUTES FOR FAILED PUMP)
d. PUMPS MUST ALTERNATE
AN ELAPSED TIME METER AND EVENT COUNTER SHALL BE INSTALLED IN THE PANEL
(° �! ALUMINUM HATCH
rP 0 40'X30" OPENING 3. ALARM: PUMPS SHALL BE EQUIPPED 1°+',TH AN ALARM POWERED BY A CIRCUIT
SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED
(2) MYERS PUMPS ON MYERS c'9l HATCH TO BE SET IN POURED WARNING LIGHT .AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE
REINFORCED CONCRETE DONUT ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A
STAINLESS STEEL RAIL MOUNT REINFORCED
yHIGH WATER LEVEL CAUSED BY PUMP FAILURE. ELECTRIC PERMIT REQUIRED.
SYSTEMS SIDE-BY-SIDE IN OG PUMP RAIL AND DISCONNECT
40" X 30' BILCO H-20 HATCH ?
4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY
CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD.
USE 4'SCH80 PVC PIPE
f�a INSIDE PUMP CHAMBER
n
VENT
PLAN VIEW
ALUMINUM HATCH 40" X 30' SPECIFICATIONS: BILCO OR EQUAL H-20
COVER SHALL HAVE AN ANGLE FRAME WITH A 40' X 30" RECTANGULAR OPENING
AND HAVE A HINGED COVER OF NON-SKID PATTERN. HINGED COVER SHALL HAVE
A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE A LOCK
THAT USES A KEY OR SPECIAL INSERT TO OPEN AND IS LOCKABLE. COVER TO BE OF ALUMINUM.
RAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH COVER FRAME.
SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING.
HATCH TO BE SIT IN A CUSTOM POURED CONCRETE BASE. ALLOW FOR ATTACHMENT OF
PUMP RAIL SUPPORT TO FRAME OF HATCH WHEN POURING CONCRETE.
WRAP REBAR CONTINUOUS AROUND HATCH TO RESIST LATERAL LOADS FROM
OVER HATCH
1 PLAN VIEW
r
6" TYP.
10.50'
4'SCH40 PVC TRAFFIC
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6'
2
"OPENINGS
WATER GATE
\ (5) 4" CATE VALVES
10,600 GAL
ROAD BOX
COVERS TO GRADE
HIGH LEVEL ALARM
C
CENTER VALVE NORMALLY CLOSED
C00MPARTME
•FA
26'
ABOVE
5326 GAL
e a
ALL OTHERS NORMALLY OPEN
//
BOTTOM
COMPAFZTIv
ENT
I
2.0' SUMP
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KOUTS (TYP)
4'oSCH40 PVC
REINFORCED CONCRETE DONUT
INTERIOR
OMPARTMENT
I I
LOCATION TEES MUST BE
4' SCH40
I O
I O
- - - - - - - - - - - - - --------�
PLAN
m
12' w
w tee N w
1 J
1 O p
2929" /
J m -
^o. 10,600 GAL GAS BAFFLE 6" GA BAFFLE
m COMPARTMENT
20.25' INSIDE DIM. 53 GA 10.42'
COMPARTME T
COMPARTMENT WALL '.
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INSTALL REINFORCED CON CRc PAO &SE UNDER TANK TO MANUFACTURERS SPECIFICATIONS
SECTION - 16000 GALLON SEPTIC TANK
(ACME PRECAST TUNNEL MOLD TANK OR APPROVED EQUIV.- DUAL COMPARTMENT)
PUMP INSTALLATIk.,..
1. PRESSURE DOSING PUMPS SHALL BE MYERS 3``,:IV 3—HP PUMPS OR EQUAL CAPABLE
OF 187 GPM AT AN 22.7 FT TDH.
PUMPS SHALL BE INSTALLED IN STRICT CONF! •'MANCE WITH THE MANUFACTURERS
SPECIFICATIONS. PRIOR TO ORDERING PUMPIt,3 EQUIPMENT AND THE INSTALLER .
SHALL PROVIDE THE DESIGN SHOP DRAWNGS OF THE ALL PUMPING EQUIPMENT FOR
APPROVAL INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR
FOR THE PUMPS) IS AVAILABLE AT THE SITE PRIOR TO ORDERING PUMPS.
2. CONTROLS: PUMP CONTROLS S'ALL FE LOCATED IN A NEMA 4 RATED PANEL IN AN
ACCESSIBLE AREA AND SHALL BE E CLOSED AS REQUIRED TO MEET ALL STATE AND
LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY SO
THAT EACH OPERATION APPLIES THE PROPER DOSE TO THE PORTION OF THE
SOIL ABSORPTION `.YSTEM TO W ^H THE PUMP IS CONNECTED.
PUMPS SHALL BE PROVIDED "Ti. A LOW LEVEL OVERRIDE AND REDUNDANT
LOW LEVEL ALARM SET SUCH TIi?•<. THE PUMPS REMAIN SUBMERGED.
PUMPS SHALL OPEIR-ATE FOLLOWING= ^EQUENCE:
a. PUMPS OFF
b. LEAD PUMP ON
c. ALARM ON AND LAG PUMP ON ;TWO PUMPS OPERATE OR ALTERNATE PUMP
SUBSTITIUTES FOR FAILED PUMP)
d. PUMPS MUST ALTERNATE
AN ELAPSED TIME METER AND EVENT COUNTER SHALL BE INSTALLED IN THE PANEL
(° �! ALUMINUM HATCH
rP 0 40'X30" OPENING 3. ALARM: PUMPS SHALL BE EQUIPPED 1°+',TH AN ALARM POWERED BY A CIRCUIT
SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED
(2) MYERS PUMPS ON MYERS c'9l HATCH TO BE SET IN POURED WARNING LIGHT .AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE
REINFORCED CONCRETE DONUT ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A
STAINLESS STEEL RAIL MOUNT REINFORCED
yHIGH WATER LEVEL CAUSED BY PUMP FAILURE. ELECTRIC PERMIT REQUIRED.
SYSTEMS SIDE-BY-SIDE IN OG PUMP RAIL AND DISCONNECT
40" X 30' BILCO H-20 HATCH ?
4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY
CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD.
USE 4'SCH80 PVC PIPE
f�a INSIDE PUMP CHAMBER
n
VENT
PLAN VIEW
ALUMINUM HATCH 40" X 30' SPECIFICATIONS: BILCO OR EQUAL H-20
COVER SHALL HAVE AN ANGLE FRAME WITH A 40' X 30" RECTANGULAR OPENING
AND HAVE A HINGED COVER OF NON-SKID PATTERN. HINGED COVER SHALL HAVE
A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE A LOCK
THAT USES A KEY OR SPECIAL INSERT TO OPEN AND IS LOCKABLE. COVER TO BE OF ALUMINUM.
RAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH COVER FRAME.
SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING.
HATCH TO BE SIT IN A CUSTOM POURED CONCRETE BASE. ALLOW FOR ATTACHMENT OF
PUMP RAIL SUPPORT TO FRAME OF HATCH WHEN POURING CONCRETE.
WRAP REBAR CONTINUOUS AROUND HATCH TO RESIST LATERAL LOADS FROM
OVER HATCH
1 PLAN VIEW
r
6" TYP.
10.50'
SECTION VIEW
9.000 GALLON PUMP CHAR
SCALE 1/4" = 1'-0"
CONCRETE MINIMUM STRENGTH: 5000 PSI AT 26 DAYS
STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60
DESIGN LOADING: PASHTO HS -20
ALL TANKS SHALL BE MANUFACTURED TO WITHSTAND AASHTO H-20 WHEEL LOADING
AT THE DEPTHS OF COVER INDICATED ON THE SYSTEM PROFILE DRAWING. TANKS
SHALL BE DELIVERED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS
INSTRUCTIONS AND SHALL BE GUARANTEED BY THE INSTALLER TO BE WATER TIGHT
AFTER INSTALLATION. TANKS AND PRESSURE PIPING SHALL BE DEMONSTRATED TO BE
WATER TIGHT UNDER OPERATING PRESSURES BY FILLING TANKS AND OPERATING PUMPS
WITH CLEAN WATER PRIOR TO BACKFILLING THE LEACHING FIELD.
[ALL PRECAST CONCRETE COMPONENTS SHALL BE AS AVAILABLE FROM ACME
PRECAST, 520 THOMAS LANDERS ROAD, HATCHMLLE, MA. ALL COMPONENTS SHALL
BE AASHO H-20 WHEEL LOAD RATED.
SEPTIC TANKS AND PUMP CHAMBER SHALL BE SET ON A LEVEL BED OF
3/4- TO 1-1/2" WASHED STONE, AT LEAST SIX INCHES IN DEPTH OR AS OTHERWISE
REQUIRED BY THE TANK MANUFACTURER TO GUARANTEE A WATER TIGHT SEAL AT
TANK JOINTS.
4'SCH40 PVC TRAFFIC
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6"
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SECTION VIEW
9.000 GALLON PUMP CHAR
SCALE 1/4" = 1'-0"
CONCRETE MINIMUM STRENGTH: 5000 PSI AT 26 DAYS
STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60
DESIGN LOADING: PASHTO HS -20
ALL TANKS SHALL BE MANUFACTURED TO WITHSTAND AASHTO H-20 WHEEL LOADING
AT THE DEPTHS OF COVER INDICATED ON THE SYSTEM PROFILE DRAWING. TANKS
SHALL BE DELIVERED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS
INSTRUCTIONS AND SHALL BE GUARANTEED BY THE INSTALLER TO BE WATER TIGHT
AFTER INSTALLATION. TANKS AND PRESSURE PIPING SHALL BE DEMONSTRATED TO BE
WATER TIGHT UNDER OPERATING PRESSURES BY FILLING TANKS AND OPERATING PUMPS
WITH CLEAN WATER PRIOR TO BACKFILLING THE LEACHING FIELD.
[ALL PRECAST CONCRETE COMPONENTS SHALL BE AS AVAILABLE FROM ACME
PRECAST, 520 THOMAS LANDERS ROAD, HATCHMLLE, MA. ALL COMPONENTS SHALL
BE AASHO H-20 WHEEL LOAD RATED.
SEPTIC TANKS AND PUMP CHAMBER SHALL BE SET ON A LEVEL BED OF
3/4- TO 1-1/2" WASHED STONE, AT LEAST SIX INCHES IN DEPTH OR AS OTHERWISE
REQUIRED BY THE TANK MANUFACTURER TO GUARANTEE A WATER TIGHT SEAL AT
TANK JOINTS.
I� INSIDE PUMP CHAMBER WEIGHT: 430 LBS
PUMP RAILS (STAINSSTEM
S'TEEL) .TYPICAL ACCESS COVER _ _ _ -EWE
MPMM C.I. VALVE BOX SCALE: 3/4" = 1'-0
4' SCH40 PVCTO FINISH GRADE
INVERTS OUT EL 15.05 4' GATE VALVE TYP. OF 5
TYPICAL - -
CAT VALVE
4' CAST IRON CHECK VALVES Op 5i495�$
DRILL 1/4' WEEPHOLE OVER EA. VALVE - 1' TOPCOAT MASS DPW
DISCONNECT IYFL 11
2' BINDER
0 0 0 0 0
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O O O O 0 0 0
SECTION VIEW1.3' ABOVE BOTTOM TANK TO FLOOR '.12' PROCESSED GRAVEL
-
FLOATS SHALL BE MERCURY FLOAT TYPE (2) MYERS PUMPS ON MYERS MOPW,M1.03.1 VIB. ROLLER COMPACTED
FLOATS SHALL BE HUNG SO THAT THE STAINLESS STEEL RAIL MOUNT 'TEE LOCATI ON
LEVELS MAY BE ADJUSTED WITHOUT SYSTEMS SIDE-BY-SIDE
ENTERING THE PUMP CHAMBER. R C
ALTERNATLY. A PRESSURE BELLPAVEMENT CROSS C EJECTION
TYPE SOLID STATE LEVEL CONTROLLER - _
MAY BE UTILIZED. NOT TO SCALE
9.000 GALLON PUMP PIT
SCALE: 1/4" 1'-0" APPROX.-
CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS
STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 -
DESIGN LOADING: AASHTO HS -20 ..
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WATER GATE
\ (5) 4" CATE VALVES
ROAD BOX
COVERS TO GRADE
HIGH LEVEL ALARM
(5) REQ
CENTER VALVE NORMALLY CLOSED
•FA
26'
ABOVE
e a
ALL OTHERS NORMALLY OPEN
BOTTOM
1.00 WORKING RAN GE
HATCH TO BE SET IN POURED7
2.0' SUMP
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4'oSCH40 PVC
REINFORCED CONCRETE DONUT
I I
LOCATION TEES MUST BE
4' SCH40
N .
DIRECTLY UNDER OPENING.
SOLVENT WELD ALL JOINTS (TYP.)
PVC TO
X 30-
SUPPORT WITH STAINLESS STRAP
LEACH FIELD ALUMINUM HATCH 40'
(*Ll�
8 1/8+-
I I
TO RISER.
- BILCO H-20 OR EQUAL (TYP.)
SET IN POUREDBASE
.. BOLT PUMP RAILCONCRETE SUPPORTS TO HATCH
24"
LIFTING CHAIN
FRAME FLANGE
4T
STAINLESS STEEL
CONC. BLOCK RISER
-
-
MORTAR ALL BRICK (TYP.) -
4'SCH80 PVC PIPE
MANUF. LeBARON, BROCKTON, MA
MODEL: LT 105
I� INSIDE PUMP CHAMBER WEIGHT: 430 LBS
PUMP RAILS (STAINSSTEM
S'TEEL) .TYPICAL ACCESS COVER _ _ _ -EWE
MPMM C.I. VALVE BOX SCALE: 3/4" = 1'-0
4' SCH40 PVCTO FINISH GRADE
INVERTS OUT EL 15.05 4' GATE VALVE TYP. OF 5
TYPICAL - -
CAT VALVE
4' CAST IRON CHECK VALVES Op 5i495�$
DRILL 1/4' WEEPHOLE OVER EA. VALVE - 1' TOPCOAT MASS DPW
DISCONNECT IYFL 11
2' BINDER
0 0 0 0 0
000000000000000000000
O O O O 0 0 0
SECTION VIEW1.3' ABOVE BOTTOM TANK TO FLOOR '.12' PROCESSED GRAVEL
-
FLOATS SHALL BE MERCURY FLOAT TYPE (2) MYERS PUMPS ON MYERS MOPW,M1.03.1 VIB. ROLLER COMPACTED
FLOATS SHALL BE HUNG SO THAT THE STAINLESS STEEL RAIL MOUNT 'TEE LOCATI ON
LEVELS MAY BE ADJUSTED WITHOUT SYSTEMS SIDE-BY-SIDE
ENTERING THE PUMP CHAMBER. R C
ALTERNATLY. A PRESSURE BELLPAVEMENT CROSS C EJECTION
TYPE SOLID STATE LEVEL CONTROLLER - _
MAY BE UTILIZED. NOT TO SCALE
9.000 GALLON PUMP PIT
SCALE: 1/4" 1'-0" APPROX.-
CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS
STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 -
DESIGN LOADING: AASHTO HS -20 ..
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I� INSIDE PUMP CHAMBER WEIGHT: 430 LBS
PUMP RAILS (STAINSSTEM
S'TEEL) .TYPICAL ACCESS COVER _ _ _ -EWE
MPMM C.I. VALVE BOX SCALE: 3/4" = 1'-0
4' SCH40 PVCTO FINISH GRADE
INVERTS OUT EL 15.05 4' GATE VALVE TYP. OF 5
TYPICAL - -
CAT VALVE
4' CAST IRON CHECK VALVES Op 5i495�$
DRILL 1/4' WEEPHOLE OVER EA. VALVE - 1' TOPCOAT MASS DPW
DISCONNECT IYFL 11
2' BINDER
0 0 0 0 0
000000000000000000000
O O O O 0 0 0
SECTION VIEW1.3' ABOVE BOTTOM TANK TO FLOOR '.12' PROCESSED GRAVEL
-
FLOATS SHALL BE MERCURY FLOAT TYPE (2) MYERS PUMPS ON MYERS MOPW,M1.03.1 VIB. ROLLER COMPACTED
FLOATS SHALL BE HUNG SO THAT THE STAINLESS STEEL RAIL MOUNT 'TEE LOCATI ON
LEVELS MAY BE ADJUSTED WITHOUT SYSTEMS SIDE-BY-SIDE
ENTERING THE PUMP CHAMBER. R C
ALTERNATLY. A PRESSURE BELLPAVEMENT CROSS C EJECTION
TYPE SOLID STATE LEVEL CONTROLLER - _
MAY BE UTILIZED. NOT TO SCALE
9.000 GALLON PUMP PIT
SCALE: 1/4" 1'-0" APPROX.-
CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS
STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 -
DESIGN LOADING: AASHTO HS -20 ..
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