Chart L4: Details (sidewalks, stormwater management)

BITUMINOUS CONC, WEARING COURSE
MHO STD. HMA
jllTUMINOUS CONC. BINDER, COU~SE
MHO STD. HMA
COMPACTED GRAVEL BASE,
95% MIN, OENSllY
i
12"
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1.5":t:=
+-- Kc':'-'""'7~""·
2.5"
i
"
I
'I,
12"
UNDISTURBED OR COMPACTED
SUBGRADE
EXTEND GRAVEL 12" BEYOND EDGE OF
PAVING WHERE ROAD IS NOT CURBED
NOTE,
( I
L4
IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE
MATERIAL MAY BE INCREASED IN THE RELD.
Bit. Cone. Road Paving
Granite Curb
--i-~N-ot-t-o~S-ca~~~--------~---------~----7-~----~
Not to Sciue
TOP CAP
ONE FULL
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,
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Z
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I,:
Stone Retaining Wall
5
Not to Scale
L4
.1"
7
Not to 8cale
L4
'
.. F0R FlERN!f.tF REVIEW <JNILY
Notto Scale
NlDT FOR OQNSTRlICTION
Apti114, 20'IJ9
WATER TIGHT LID, FRP
/
FIELD JOINT REQUIRED
STRAIN ReEIEF CORD
CONNECTOR
FOR MODELS
2010-129 &: 2010-160
",>:>
"'~ PROTECTIVE: CABLE SHRotJO':
'~
§-_____
ELECTRICAL QUICK DISCONNECT __
NEMA 6P (EQD)
-'.~~
(HOPE)
~ PQWER!>\llARM
12~6
CIISlE
W/GND.
CORE CONTROL COMPARTMENT --tt---~-g
BREATHER
INTERNAL
Zeo'
QUICK DISCONNECT ASSY
(304 Ss.)
I
UNDISTURBED MATERIAL
BEARING
FACE
S.s. CAST BALL VALVE
WELL
VENT
Dill,
INLET. GROMMET
to ACCEPT ,U;o- P.O.
----It
PVC PIPE ,(stANDARD),
DUST covell' :SWPLlEO
FOR SHIPMENT' (NOT,
SUITASlE FOR 'I3t:1RIAL)
AREA
DISCHARGE
1-1/4" FPT
NOTE 2 BELOW
PIPE
BEARING
FACE
1-114" DISCHARGE LINE
(304 S.s.)
26 ill
41.6 in
1057 mm
BEND
SECTION
• MIN, COVERAGE REQUIREMENTS:
SEWER 4'-0" MIN,
WATER 5'-0" MIN.
UNDERGROUND SERviCES
& GAS 2'-5' MIN,
PLAN
BE FIRMLY SUP"PORTED.
I
CONCRETE THRUST BLOCKS AND RODS SHALL BE REQUIRED ON ALL
BENDS, TEES, ETC, RODDING SHALL BE TO THE FIRST FULL LENGTH
OF PIPE ON EACH SIDE OF THE FIITINGS TO BE RESTRAINED UNLESS
CONDITIONS REQUIRE ADDiTIONAL RESTRAINTS,
"
)1
'I
2,
REQUIRED BEARING AREA TO BE CALCULATED ON VERTICAL PLANE
90' TO RADIAL PLANE PASSING THROUGH MIDPOINT OF BEND,
3.
MINIMUM BEARING AREA: 2,0 SQ, FT,
i,:
ANTI-SIPHON VALVE
(GLASS FILLED
PVC)
HDPE TANK
DUAL WALL, CORRUGATED
70 GALLON CAPACITY
~--
29.5 DIA in
749 mm
--~-
gal.
L
BALLAST REQiJlREMENTS
,I
I'
TO DtSCHARGE
NOTE: ENTIRE PIPE LENGTH MUST
NOTES:
I,
660 rhm
CHECK VALVE
(Gl.ASS FILLED
PVC)
SEMI-POSITIVE DISPLACEMENT TYPE PUMP
DIRECTLY DRIVEN BY A 1 HP MOTOR
CAPABLE OF DELIVERING 9 gpm AT 138' T,o.H.
(34 Ipm AT 42m TD.H.)
! ~1i
,
A CONcRE"TE ANCHOR IS REQUJRW
ALL OUTDOOR. MODEL 2010 STATIONS
S8e<;IFIC CONCRETij ,DIM~NSIONS fflE REQUIRED
,1'.0 ACHIEVE NECESSARY BALLAST EFFECT
" 14, 2009
SEE IN$TALLATION ,INSTRVCTlONS FOR FVRTHER DnAILS
9
L4
Conc. Thrust Block
Not to Scale
10
L4
Typical Utility Trench
11
EONE Pump System Typ:~al Detail
12
Not to Scale
L4
Not to Scale
1,4
As Noted
' ', 4:'
L
d
.
By;
',:'
,
.