HomeMy WebLinkAbout09040018-23 09050009 Rangeline Road Self Storage Large Plan O10
10
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7
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vvvlir MIN
TRACER WIRE
MIN. 2 PULL
14 GAUGE
2' DISCHARGE
LINE
environment
TYPICAL OUTDOOR II STALLATI
NODE_ 2010
CORPORATION
one
CONTROL
PANEL
4 v
s D
GRAVITY
SERVICE LINE
LM000112 REV. A
1
II
Li]
I Iil i l
SEE CTRWD STANDARD I II
BACKFILL NOTES
V V V V V V V
V V V V V V V V V V V
V v V V V 'V V V V V V
7 s. V V 7 V V V V
PIPE SIZE
BEDDING BELOW
PIPE BARREL
O.D. /4
MIN. =6"
18" &OVER
MIN WIDTH=
1.25(O.D.) +12"
6 "MIN
(BELOW BARREL)
I
#8 CRUSHED STONE
BELL HOLE
EXCAVATED
SEE CTRWD STANDARD
BACKFILL NOTES
1/2 O.D.
PVC HDPE PIPE (NO SCALE)
6 "MIN
(BELOW BELL)
BEDDING SECTION DETAIL
WATER TIGHT LID, FRP
FIELD JOINT, REQUIRED
FOR MODELS TALLER
THAN 2010 93
ELECTRICAL QUICK DISCONNECT
(EQD)
CORE CONTROL COMPARTMENT
BREATHER
QUICK DISCONNECT ASSY.
(304 S.S.)
SS CAST BALL VALVE
DISCHARGE
1 -1/4' FNPT
1 -1/4' DISCHARGE LINE
(304 S.S.)
41 in CHECK VALVE
1040 mm (GLASS FILLED
TO DISCHARGE PVC)
ANTI SIPHON VALVE
(GLASS FILLED
PVC)
SEMI POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
CAPABLE OF DELIVERING 9 gpm AT 138' T.D.H.
(34 Ipm AT 42m T.D.H.)
NOTE: A CONCRETE ANCHOR
15 REQUIRED TO PREVENT TANK FROM FLOATING.
SEE INSTALLATION INSTRUCTIONS
OR
SPECIFIC CUT SHEET
FOR SIZE AND WEIGHT OF ANCHOR
30 DIA in
749 mm
SGS
DR BY
14 in
345 mm
24 gal.
91 L
INTERNAL WELL VENT
2.0' DIA.
CAH
CHK'D
20110
STRAIN RELIEF CORD
CONNECTOR
PROTECTIVE CABLE SHROUD
(HDPE)
POWER /ALARM CABLE
12 6 W /GND.
INLET, GROMMET
TO ACCEPT 4.50' O.D.
PVC PIPE (STANDARD).
DUST COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
18 in
447 mm
5/31/01
DATE
r
26 in
650 mm
47 gal
179 L
32 gal.
121 L
SEWER SYSTEMS
PA 0908 Pal
35 in
898 mm
TO INLET
G 1/16
ISSUE SCALE
MODEL 2010, DETAIL SHEET
GRADE MUST SLOPE
AWAY FROM STATION
41.6
46
COVER
OVER
DISCH
36.0
DISCHARGE. 1 -1/4 FEMALE PIPE
THREAD
UNDISTURBED
EARTH
CONCRETE
ANCHOR
GRAVEL BEDDING
*SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS
NOTE: A CONCRETE ANCHOR OF 2600 Ibs (17.3 cu ft) IS
REQUIRED ON ALL MODEL 2010 93' STATIONS.
FILL TO GRADE WITH CLEAN, COMPACTABLE BACKFILL, SUCH AS
PEA GRAVEL OR CRUSHED STONE, 1/8' 3/4' IN SIZE.
CLAY AND SILTS ARE NOT ACCEPTABLE BACKFILL
POURED
PRE -CAST IN -PLACE
55
NVERT
DEPTH
INLET EPDM GROMMET FOR
4' DWV PIPE (STANDARD)
SGS
91 8'
DR BY
CAH
CHK'D
20
05/31/01 6 1/16
DATE ISSUE SCALE
ITT
SEWER SYSTEMS
MODEL 2010 -93
PA 0856 PO4
TAC SU
3
LPSS MAIN
(HPDE DR -11)
EXCAVATION
REDUCER
H' I! II! III j_ I
CONCRETE THRUST BLOCKING
CONCRETE TO BE POURED BETWEEN PIPE Sc FIRM
FACE OF TRENCH AT ALL TEES BENDS PLUGS
TYPICAL THRUST BLOCKING
(NO SCALE)
CLOCK
VALVE
J
TYPICAL TESTING OF FORCEMAIN
(NO SCALE)
ITTAL DATED 4/10
2
PRESSURE GAUGE
2009
00
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(1)
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4-4 cri
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JAMES E. SHIELDS JR. P.E. 10201333
ot
SHEET NO.
C500
PROJECT NO.
W09 -0041