HomeMy WebLinkAbout3413-8FiCONC. BLOCK WALL
Jk — rkmir ATTm cTen r-DATC
2'
--F-
1 1/4'
WATER LEVEL
901E COMPACTED SUBSOIL
CROSS SECTION
SCALE -Nor To SCALE _ _
6" 50. CAST BRONZE PLATE
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i�
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Reosivktg iha vain!
4
2"
CITY
VENT HOLE
6'
PLAN VIEW
FLOW AWAY FROM BLOCK WALL-
DOME
STANDPIPE
WATERTIGHT
IN
40 P.Y_C. SUPPLY LINEYatiO"
Excavate as required and pour a flat ballast slab of size indicated on thisdrawing Ballast slab
'EL CONTROL -BURY •4
TAPERED
—
1 /2", 13mm DIA.
CONNECT)ON,
T.B.A.
CAULKING BY
A 4Q
FITTING BODY
INSTALLER
FOUNTAIN WALL WITH STONE. VENEER
SCA! E' O
As SHOWN
DATE: o
5/8/03
ICO
(SILICONE TYPE)
FINISHED
(FEMALE THREAD)
POOL FLOOR
1/2", 13mm D)A.
000.
2'
O'DQ
koultk.g *0 Vault in the Excavau'"
Rig vaunt with straps, taking care not to damage housing Do
FITTING ADAPTER
CHECKED BY:
C.R.
SLAB a , D o I
DRAWING NO.:
3 )
O
m
8 V)
•O
��•
FITTING BODYo
o
AND PiPiNG BY
FABRICATE GALVANIZED STEEL GRATE TO
y,
' �. 1'
(N.P.T./B.S.P.)
HN. GRD
8.314"
•
INSTALLER
FIT SURGE PIT STRUCTURE -DESIGN TO
INSTALLER
6 COPPER WIRE 61/2 -
i 2"ON
`
ON BOND SCREW
MINIMUM CLASS B TYPE GRATE -PROVIDE
SHOP DRAWINGS TO L.A. FOR APPROVAL
- To
e 00 _
/
112" BRONZE GATE VALVE
over -tighten thb cables.
_
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T'taYe�wrdRtg lila vauA
ATTACH ADAPTER TO
If the vault is equipped with forced air ventilation, sump pumps, orgr avit9 drains, those must ba
corrected andmade operational immediately. Do not allow excavation to fill with water, as this
water will enter this vault Urough open eomectTons and overwhelm the sump pump or drain
VAULT ANCHOR FEET
PIPING FOR PROPER
q•
/\\�\/�\
Vault
Correct
(INTEGRAL TO VAULT)
HEIGHT AS NEEDED.
all piping and conduit, as required to connections provided on vault exterior. Do not
'
4,
-=
�
/�/\
NOTES
externaity load the vault corrections or allow the corrections to buppont the weight of the
l/8°
1' -II"
FOUNTAIN FLOOR
#3BAR AT6°ON CENTER, BOTH WAYS,
; a . °a �s
'�\\�
—REFER T0: 1
FOUNTAIN SPECIF1CA71ON
T-0 1/4"
MN
�►' ACCESS HATCH
testa piping cerriected to vault to insure there are no leaks. All equipment end
(BACglLL)
�
WITH PRODUCT
Vbnlilatw" CorstaAU"
If external vert piping is required, route it with as few bends as possible to a location safe
from flooding. Length vent be
S__ �' "�_4 •. ' O -
" '
\��\
(2)
INSTALLATION. INSTRUCTIONS SHIPPED
o a
/
(3)
MAKE SURE THAT THE NOZZLE IS LEVEL BEFORE. SOLDERING IN PLACE
piping prevent
ppiping system Sackfill material should be a rounded gravel or crushed stone (3/4' Max. and
leas iFien 5A firlasl. There should be at least 2'->a' of backfill material all
f--
(4)
CUT SUPPLY PIPE. TO DESIRED LENGTH AND SOLDER ADAPTER IN PLACE
901E COMPACTED SUBSOIL
CROSS SECTION
SCALE -Nor To SCALE _ _
6" 50. CAST BRONZE PLATE
a.
44 �
O
Q d 4
CONNECTION
a FOR 2" PIPE
FLOOR /NTANZ: ' SUMP
SCALE - 3" = 1'-011
AERATOR JET INSTALLATION
SCALE - NOT TO SCALE
ADJUSTABLE BRASS
THREADED TOP PLATE
3" NPT FITTING
GROUNDING LUG
iA
MP17:INTEGRAL CAST BRONZE
WA7ER5TOP
6"
�e�ADJUSTABLE &L00�2 INLET
SCALE - 3" z 11-011
3 3/16"
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DIAL TWO WORKING
BEFORE
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
4� _
Reosivktg iha vain!
4
2"
CITY
VENT HOLE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF RIE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN
A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS iN
EFFECT.
)
f.:
FLOW AWAY FROM BLOCK WALL-
DOME
STANDPIPE
WATERTIGHT
a.
44 �
O
Q d 4
CONNECTION
a FOR 2" PIPE
FLOOR /NTANZ: ' SUMP
SCALE - 3" = 1'-011
AERATOR JET INSTALLATION
SCALE - NOT TO SCALE
ADJUSTABLE BRASS
THREADED TOP PLATE
3" NPT FITTING
GROUNDING LUG
iA
MP17:INTEGRAL CAST BRONZE
WA7ER5TOP
6"
�e�ADJUSTABLE &L00�2 INLET
SCALE - 3" z 11-011
3 3/16"
0 O
n9
DIAL TWO WORKING
BEFORE
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
4� _
Reosivktg iha vain!
MIN
2"
CITY
VENT HOLE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF RIE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN
A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS iN
EFFECT.
)
f.:
FLOW AWAY FROM BLOCK WALL-
DOME
STANDPIPE
WATERTIGHT
IN
40 P.Y_C. SUPPLY LINEYatiO"
Excavate as required and pour a flat ballast slab of size indicated on thisdrawing Ballast slab
'EL CONTROL -BURY •4
TAPERED
TRACT NO. 16403 LMD AREAS c
CONNECT)ON,
T.B.A.
CAULKING BY
A 4Q
should bcenters. e reinforced with grid using
re -bar on 14' ceers. Stainless steal e61 bolts should
INSTALLER
MONUMENT SIGN, RAISED
AND FOUNTAIN PLAN
SCA! E' O
As SHOWN
DATE: o
5/8/03
ICO
(SILICONE TYPE)
FINISHED
{
POOL FLOOR
000.
2'
O'DQ
koultk.g *0 Vault in the Excavau'"
Rig vaunt with straps, taking care not to damage housing Do
CONCRETES o o, INS
CHECKED BY:
C.R.
SLAB a , D o I
DRAWING NO.:
3 )
O
m
8 V)
•O
��•
FITTING BODYo
o
2', 50mm DiA. o`
p•p�
or piping connections,
not usecur
chnains or cables to rig vault. Lower vault onto the ballast stab and see using the stainless
steal hardware provIdoolL If the vault is to be beauod with cables, loop the stainless steel
(provided)
(N.P.T./B.S.P.)
iI
PIPING BY
4'
INSTALLER
6 COPPER WIRE 61/2 -
i 2"ON
ON BOND SCREW
NOTES
- PREVENT SCREW HOLES FROM BEiNG FILLED WITH DEBRIS
- REFER TO : 1 FOUNTAIN SPECIFICATION
2 INSTALLATION INSTRUCTIONS SHIPPED WITH PRODUCT
OV 'I' LOCO ANS FOOL LIRA�IN�
�J SCALE - NOT TO SCALE
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n9
DIAL TWO WORKING
BEFORE
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
4� _
Reosivktg iha vain!
MIN
NOTCH AN APPX. 4'x412' STONE
CITY
AS SHOWN TO DIVERT WATER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF RIE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN
A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS iN
EFFECT.
)
f.:
FLOW AWAY FROM BLOCK WALL-
Iforld Aeadguarters (949)770-1936
If ►rnat�r�, ��ae, c�llrornla, 926/6
�( Las ieeas. Nevedi (702)597-3311
_ Orlando, Florida • (!07)29!-0660
I
S Y S T IF M E I N ruir.roctandAeterscaye,com
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MORTAR/EPDXY IN PLACE
IN
40 P.Y_C. SUPPLY LINEYatiO"
Excavate as required and pour a flat ballast slab of size indicated on thisdrawing Ballast slab
'EL CONTROL -BURY •4
TRACT NO. 16403 LMD AREAS c
4 4
A 4Q
should bcenters. e reinforced with grid using
re -bar on 14' ceers. Stainless steal e61 bolts should
SCALE - NOT TO SCALE
TiLE WIER OVER STONE VENEER
3'
STONE VENEER
CiN
6' THICK POURED IN PLACE CONC. WALL
N
WEIR CONTAINMENT STONE
SCALE - NOT TO SCALE
VAULT-PAK FROM
FOUNTAIN PEOPLE
2" SUCTION
11/2" FiLTER DISCHARGE
2" DiSCHARGE TO FOUNTAIN
2" DRAIN
-
0 O
n9
DIAL TWO WORKING
BEFORE
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
Reosivktg iha vain!
DATE
Upon arrtval of vault, ohook both interior and exterior for shipping damages Repor! any damage
found to the freight carrier and The Fountain People, Ina immediately. If vault U free of damage,
CITY
proceed with installation If equipment vault is not to be installed immodiotely, store in a
from
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF RIE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN
A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS iN
EFFECT.
)
f.:
I' -4u
Iforld Aeadguarters (949)770-1936
If ►rnat�r�, ��ae, c�llrornla, 926/6
�( Las ieeas. Nevedi (702)597-3311
_ Orlando, Florida • (!07)29!-0660
I
S Y S T IF M E I N ruir.roctandAeterscaye,com
if
I
j
covered area oafs flooding. If a sand filter is used, filtration band must be provided and
installed by ohters.
40 P.Y_C. SUPPLY LINEYatiO"
Excavate as required and pour a flat ballast slab of size indicated on thisdrawing Ballast slab
'EL CONTROL -BURY •4
TRACT NO. 16403 LMD AREAS c
should bcenters. e reinforced with grid using
re -bar on 14' ceers. Stainless steal e61 bolts should
DRAWN BY:
CAD
DEiGNEo BY -
S.T.B.
MONUMENT SIGN, RAISED
AND FOUNTAIN PLAN
SCA! E' O
As SHOWN
DATE: o
5/8/03
ICO
{
be provided by installer and located es detailed.
koultk.g *0 Vault in the Excavau'"
Rig vaunt with straps, taking care not to damage housing Do
CHECKED BY:
C.R.
APPROVED BY:
`� � ���! ��G3
- 2 CITY ENGINEER R.C.E. 51152 DATE
DRAWING NO.:
3 )
O
m
8 V)
1'
or piping connections,
not usecur
chnains or cables to rig vault. Lower vault onto the ballast stab and see using the stainless
steal hardware provIdoolL If the vault is to be beauod with cables, loop the stainless steel
(provided)
3'
4'
anchor cables around slab anchor hooks and through the tie -down lugs on vault.
Secure cables with the connection hardware provided. Remove stack from the cables then
$Q
tighten the cable clamps to the torque rating indicated on the thimble tog provided. Do not
over -tighten thb cables.
T'taYe�wrdRtg lila vauA
If the vault is equipped with forced air ventilation, sump pumps, orgr avit9 drains, those must ba
corrected andmade operational immediately. Do not allow excavation to fill with water, as this
water will enter this vault Urough open eomectTons and overwhelm the sump pump or drain
VAULT ANCHOR FEET
Vault
Correct
(INTEGRAL TO VAULT)
all piping and conduit, as required to connections provided on vault exterior. Do not
externaity load the vault corrections or allow the corrections to buppont the weight of the
l/8°
1' -II"
BALLAST SLAB
eomected piping If the piping is not supported prop er)y soli battling can result in excessive
loading on the piping. This can result in broken piping end misatigred connections in the vault.
i►Ark1d VW vauk
it wiring must ba sealed to prevent water from entering the vault through the conduit.
t*t�as"* Tasting
Pressure
T-0 1/4"
MN
�►' ACCESS HATCH
testa piping cerriected to vault to insure there are no leaks. All equipment end
(BACglLL)
piping within vault has been factory pressure tested Do not exceed 30 P51 in pressure testing
any piping connected to vault
FINISHED GRADE
Vbnlilatw" CorstaAU"
If external vert piping is required, route it with as few bends as possible to a location safe
from flooding. Length vent be
I"
_ lJir,h�vvhr lyY SNi l
of piping should as short as possible and should not exceed
20-0'. If a longer piping length is necessary, contact The Fountain People, Ina vent caps, if 1'-1u
used, should be installed on ends of vent immedlstely to rain debris from
-
; o
piping prevent or
entering the vent piping.
o a
W�•ZIT"Itllire protect open ends of all to backfill material from entering the
a s ,, s
piping prevent
ppiping system Sackfill material should be a rounded gravel or crushed stone (3/4' Max. and
leas iFien 5A firlasl. There should be at least 2'->a' of backfill material all
e
I I I=I I -(I I a
III—I\ GRAVEL OR
�-
on bides of vault
between the vault and the surrounds earth. The of the access hatch should be above
drawing) Located
_
g, 1I—dill `
II
I I=� CRUSHED
ILIO NE
Finished grade !as indicated on the and In an area that is safe from flooding
DO NOT lJbi! d'�4t� 0R 0W Pap.OAdQ�J., If the surrounding earth has poor drainage provide 9m
°
some means for water to drain away from Vo vault.
ANCHORS AND S.S.BOLTS
FAILUM TO FOLI.OW ALL TM AMA Co" id'OULT N ORRIM O PAK406 TO
PROVIDED BY INSTALLER GRAVITY
1L$ 201JIM'i@!T A40 WLL. V= ng WAi PANTY ON IWO M==.
DRAIN
For any question► concerning these Installation tnetructione or the installation of the vault "ton
TO WASTE
please contact The Fountain People, inc. at (512) 393-1153
FOUNTAIN PLUMBING LArOUT L N I !N6 IAL. A 110N
SCALE - 1/211 z 1'-01'
0 O
n9
DIAL TWO WORKING
BEFORE
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
EaIGR.
CITY
DAiS
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF RIE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN
A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS iN
EFFECT.
)
f.:
tU�O�j
/�
<d�4/Oj
!,
I'!
('
�I
Iforld Aeadguarters (949)770-1936
If ►rnat�r�, ��ae, c�llrornla, 926/6
�( Las ieeas. Nevedi (702)597-3311
_ Orlando, Florida • (!07)29!-0660
I
S Y S T IF M E I N ruir.roctandAeterscaye,com
if
I
j
CITY OF FONTANA, CALIFORNIA
TRACT NO. 16403 LMD AREAS c
DRAWN BY:
CAD
DEiGNEo BY -
S.T.B.
MONUMENT SIGN, RAISED
AND FOUNTAIN PLAN
SCA! E' O
As SHOWN
DATE: o
5/8/03
ICO
{
CHECKED BY:
C.R.
APPROVED BY:
`� � ���! ��G3
- 2 CITY ENGINEER R.C.E. 51152 DATE
DRAWING NO.:
3 )
O
m
8 V)