HomeMy WebLinkAbout3083-8REDUCE PRESSURE BACKFLOW
PREVENTION
PRESSURE REGULATOR IF
REQUIRED. SET AS SHOWN
ON SITE DRAWING
STRAINER #40 MESH
MONEL
BACKFLOW ENCLOSURE
(SEE NOTE BELOW)
BRASS ELBOW
BRASS NIPPLE
BRASS BALL VALVE
BRASS PIPE
LOCK BOX
BRASS NIPPLE (4
PLACES)
BRASS ELBOW
BRASS NIPPLE
BRASS UNION
BRASS BALL VALVE
BRASS PIPE
HINGE (2 PLACES)
' PRESSURE SUPPLY LINE
(DISCHARGE)
to
• n' MALE ADAPTOR PVC SCH. 40
/ BLASS ELBOW (DO NOT ENCASE
STAINLESS STEEL J NO GRAVEL IN CONC. STABILIZER
"U" BOLT EMBEDDED
IN CONCRETE FOR to BRASS ELBOW
LOCKING FEATURE
CONC. STABILIZER
NOTE: BACKFLOW ENCLOSURE: STRONG BOX
MODEL #. SBBC-45SS & CR OR EQUAL
Q
4371 4"X27.5": HIGH & HINGED AT
ONE END. SECURE TO CONCRETE
PAD -SIZE AS REQUIRED W/ 4"'J' BOLTS.
PRESSURE SUPPLY UNE (EQUIPMENT TO BE CENTERED INSIDE
QNTAKE) HOUSING). WIRE BACKFLOW ENCLOSURE.
BACKFLOW PREVENTER
SCALE: N.T.S.
LEGEND:
1. POP-UP SPRAY HEAD.
2. WALK OR CURB.
3. PVC SCH. 80 NIPPLE - 4' MIN. LENGTH.
4. PVC TXT 90 DEG. ELL.
5. LATERAL LINE PIPE AND FITTING.
6. MARLEX 90 DEG. STREET ELL.
7. PVC SCH, 80 NIPPLE - 6" LONG.
FINISH GRADE.
V IN TURF AREAS.
3" IN PLANTING BEDS.
NOTE:
USE TEFLON TAPE OR TEFLON PIPE DOPE ON
ALL PVC TO PVC OR METAL TO PVC MALE PIPE
THREADS.
POP-UP SPRAY HEAD
1.! J SCALE: N.T.S.
NOTE:
ONLY IF APPROVED BY CITY INSPECTOR
LEGEND:
1. ROUND PLASTIC FULL BOX COVER BOLT DOWN TYPE.
2. FINISH GRADE LAWN AREAS.
3. FINISH GRADE SHRUB AREAS.
4. COMMUNICATION CABLE.
5. PEA GRAVEL. (MIN, 2" CU. FT.)
NOTE: REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX.
7n" \ SPL ICEBOX ASSEMBLY
SCALE: N.T.S.
SCALE:
-WHITE
BLUE
IRRIGATION CONTROLLER
RED
BLACK
BLUE -
WHITE
PLASTIC VALVE BOX (CARSON OR (COMMON)
EQUAL) WITH PLASTIC INTEGRATED
LOCKING LID. PLACE AT GRADE IN
TURF AREAS AND 3" ABOVE IN
PLANT BED.
RED BLACK
ae
se
PIG TAIL EXPANSION
LOOP (MIN. 24" LONG)
SNAP-TITE WATERPROOF
CONNECTOR OR EQUAL
PIGTAIL EXPANSION
LOOP (MIN. 24" LONG)
l" PVC CONDUIT TO OF 1
WIRES
CONTROLLER
PEDESTAL MASTER CONTROL
VALVE
f FLOW METER
DIAMETER SAME
SIZE AS FLOW
DIAMETER SAME SIZE AS METER SIZE
FLOW METER SIZE
MINIMUM DISTANCE DOWNSTREAM OF
UNINTERRUPTED PIPE (5X DIAMETER
OF FLOW METER SIZE)
MINIMUM DISTANCE UPSTREAM OF
UNINTERRUPTED PIPE (10X DIAMEETER
OF FLOW METER SIZE)
NOTE: WATERPROOF ALL WIRE CONNECTIONS.
7.VLOW M ETE R/MASTE R VALVE
SCALE: N.T.S.
L 32"
24'
v. �.
�,S,v SCALE: N.T.S.
ARCHITECTURE
TRENCHING:
VENTANA POINTE
5
TRENCHING NOTES:
S REQUIRE
14
STATIC PRESSURE HIGH: 90
1. BELOW PAVED AREAS A MINIMUM
6" IN.
OF 6" LAYER OF CLEAN EARTH
2
(909) 484-2800
a
SHALL BE INSTALLED ABOVE AND
SUPPLIER: SAN GABRIEL VALLEY WATER
Z
NOTES:
1
NON -PRESSURE °•-c
' W Lia # 446
."� '•� TX. Lic. #1884
2. PROVIDE MINIMUM COVER OF 24"
CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02
VALVE STATION/GPM: STATION: A-1
,
15
AND LARGER.
6
3. WHEN USING RECLAIMED WATER,
WATER METER SIZE: 2" @
7
9
SEPARATION BETWEENPOTABLE
PRESSURE REGULATOR: 2" @
R
GPM
WHERE LINES CROSS, PROVIDE PVC
MASTER VALVE: 11/4" @
SLEEVE FOR POTABLE LINE MINIMUM
GPM
4
10
°
I
16
SLEEVING:
33
CLEAN BACKFILL - SEE SPECS
0�
FOR MATERIAL 90% COMPACTION HARDSCAPING (SEE NOTE #4)
33
REQUIRED
1. ALL SLEEVES TO BE SCH. 40 PVC.
I
33
2. EXTEND ALL SLEEVES 12" BEYOND
.50
2.41
AUTOMATIC VALVE SIZE: 11/2" @
EDGE OF HARDSCAPING AT BOTH
8
8
ENDS.
BEDDING AND SHADDING ,,,P
GPM
3. ROUTE SLEEVING AROUND HANDICAP
5
RAMPS.
9
13 it 12 FOOTING
PRESSURE LATERAL LINE
4"
PRESSURE SUPPLY LINE SLEEVE - CONTROL WIRE SLEEVE -
STD. (24" MIN. TO 36' MAX. DEPTH TO
TOP OF PIPE BELOW STRUCTURAL
SIZE TWICE DIAMETER OF SIZE PER PLAN, INSTALL
SECTION).
LEGEND%
.06
SUPPLY LINE.
• •� °
.' o.
olm
SLEEVING/TRENCHING
n
SYSTEM LOSSES SUBTOTAL:
�--
MM
111
51.66
10 1. RADIO ANTENNA - LOCATION PER CITY OR MANUFACTURER'S
.o
2,58
ELEVATION LOSSES/GAINS (ELEV. X.433)
�.
f�
Uj
6.73
TOTAL SYSTEM LOSSES:
RECOMMENDATIONS.
10. BRASS 90 DEGREE STREET ELL.
60.97
AVAILABLE PRESSURE (LOW):
CL UO W
Z Z
81.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE:
11 2. 24" FRONT ENTRY SATELLITE ASSEMBLY w/ NEMA 3R STAINLESS
(+)20.03
''CONTRACTOR TO SET PRESSURE REGULATOR TO A
SYSTEM DESIGN
PRESSURE OF 76 PSI CONTRACTOR TO FIELD ADJUST
REGULATOR AS
NECESSARY.
� a
cD
11 10
STEEL RAINPROOF ENCLOSURE (UL LISTED), STRONGBOX
PRESSURE LOSS CALCULATION
rn
'A '
�
M
14 MODEL # SBBC-45SS & CR.
13
NOTE:
3. MASTER VALVE RELAY OR PUMP START RELAY.
4. RADIO REMOTE ACCESS.
5. 1 1/2" PVC CONDUIT FOR 120 VAC FROM METERED POWER
>
SUPPLY OR PER LOCAL ELECTRICAL CODES.
6. POWER SWITCH/GFI RECEPTACLE.
7, SATELLITE.
8. 1 1/4" PVC CONDUIT FOR COMMUNICATION CABLE.
8" MIN.
9. PVC CONDUIT FOR CONTROL WIRES, SIZE AS REQUIRED,
32"
10.1" PVC CONDUIT FOR FLOW SENSOR CABLE.
11. 1 1/4" PVC CONDUIT FOR COMMUNICATION CABLE TO OTHER
12 SATELLITES (IF APPLICABLE).
12.5/8" DIA. X 8' GROUND ROD W/#10 GROUND WIRE & CLAMP.
FRONT VIEW
13. POURED CONCRETE FOOTING,
NOTE: SEE MATERIALS LIST LOCATED NEXT
14. FILL VOIDS WITH CONCRETE.
TO EACH CONTROLLER ON SHEET L-3.
15.1" PVC CONDUIT FOR #10 GROUND WIRE.
16.1 1/4" PVC CONDUIT FOR FUTURE USE.
-NETWORK 8000 CONTROLLER, RADIO, RADIO LINK,
POWER SUPPLY, & SENSOR INPUT BOARD
INSTALLED ON BACKBOARD.
*CONTRACTOR TO THROW AWAY PEDESTAL
TEMPLATE AFTER USE. DO NOT LEAVE UNDER
CABINET.
IRRIGATION CONTROLLER - FRONT VIEW
�,S,v SCALE: N.T.S.
ARCHITECTURE
TRENCHING:
VENTANA POINTE
PROJECT: "VENTANA POINTE"
TRENCHING NOTES:
S REQUIRE
AS SHOWN
STATIC PRESSURE HIGH: 90
1. BELOW PAVED AREAS A MINIMUM
6" IN.
OF 6" LAYER OF CLEAN EARTH
SOURCE OF INFORMATION: JACK SWE
(909) 484-2800
SHALL BE INSTALLED ABOVE AND
SUPPLIER: SAN GABRIEL VALLEY WATER
Z
NOTES:
BELOW PIPING.
NON -PRESSURE °•-c
' W Lia # 446
."� '•� TX. Lic. #1884
2. PROVIDE MINIMUM COVER OF 24"
CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02
VALVE STATION/GPM: STATION: A-1
ON PRESSURE SUPPLY LINES 3"
GPM: 33
AND LARGER.
CLEAN BACKFILL - PRESSURE SUPPLY LINE
0
3. WHEN USING RECLAIMED WATER,
WATER METER SIZE: 2" @
MAINTAIN MINIMUM 10' HORIZONTAL
'
NTR WIRES
SEPARATION BETWEENPOTABLE
PRESSURE REGULATOR: 2" @
AND RECLAIMED PRESSURE LINES.
GPM
WHERE LINES CROSS, PROVIDE PVC
MASTER VALVE: 11/4" @
SLEEVE FOR POTABLE LINE MINIMUM
GPM
V EACH SIDE OF RECLAIMED
BACKFLOW DEVICE: 11/4" @
WATER LINE.
GPM
4. BUNDLE WIRES WITH TAPE EVERY 10',
SLEEVING:
33
CLEAN BACKFILL - SEE SPECS
SLEEVING NOTES:
FOR MATERIAL 90% COMPACTION HARDSCAPING (SEE NOTE #4)
33
REQUIRED
1. ALL SLEEVES TO BE SCH. 40 PVC.
z
33
2. EXTEND ALL SLEEVES 12" BEYOND
.50
2.41
AUTOMATIC VALVE SIZE: 11/2" @
EDGE OF HARDSCAPING AT BOTH
PROVIDE 6" MIN. OF SAND 04
1.21
ENDS.
BEDDING AND SHADDING ,,,P
GPM
3. ROUTE SLEEVING AROUND HANDICAP
NON -PRESSURE LATERALS
RAMPS.
LINE SLEEVE - SIZE TWICE
DIAMETER OF NON-
4. PIPING UNDER PAVEMENT SUSCEPTIBLE
PRESSURE LATERAL LINE
TO TRAFFIC LOADS REFER TO CITY
PRESSURE SUPPLY LINE SLEEVE - CONTROL WIRE SLEEVE -
STD. (24" MIN. TO 36' MAX. DEPTH TO
TOP OF PIPE BELOW STRUCTURAL
SIZE TWICE DIAMETER OF SIZE PER PLAN, INSTALL
SECTION).
PRESSURE SUPPLY LINE ADJACENT TO PRESSURE
.06
SUPPLY LINE.
• •� °
.' o.
olm
SLEEVING/TRENCHING
n
SYSTEM LOSSES SUBTOTAL:
�--
=,/ SCALE: N.T.S.
SCALE.
io
LEGEND: 5
1. ROUND PLASTIC VALVE BOX & COVER MARKED "IRRIGATION GATE'.
USE CHRISTY FL8 BOX & FL80 LID OR EQUAL.
2. FINISH GRADE.
3. GATE VALVE - SEE IRRIGATION LEGEND FOR MODEL#,
4. 3/4" WASHED CRUSED AGGREGATE BASE.
5. SCH. 40 PVC MALE ADAPTORS.
NOTE:
PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
;;� GATE VALVE
6
a
W
cc
Uja-
SCALE: N.T.S.
28'
LEGEND:
1. RADIO ANTENNA - LOCATION PER CITY OR
MANUFACTURER'S RECOMMENDATIONS,
2. 24" FRONT ENTRY SATELLITE ASSEMBLY w/ NEMA 3R STAINLESS
STEEL RAINPROOF ENCLOSURE (UL LISTED), STRONGBOX
MODEL # SBBC-45SS & CR.
3. CONTROLLER/SATELLITE PER FRONT VIEW
CONTROLLER DETAIL.
4. METER SOCKET W/TEST BLOCKS,
5. CLUSTER CONTROL UNIT OR SECOND
CONTROLLER/SATELLITE IF APPLICABLE.
6. LOAD CENTER
7. POURED CONCRETE BASE.
8. #10 GROUND WIRE AND SLEEVE TO GROUND ROD CLAMP.
9. CONDUIT(S) PER FRONT VIEW CONTROLLER
DETAIL.
10.5/8" DIA. X 10' DRIVEN GROUND ROD PER
ARTICLE 250-81 OF 1990 NEC.
NOTE: SEE MATERIALS LIST LOCATED NEXT
TO EACH CONTROLLER ON SHEETS L-3.
IRRIGATION CONTROLLER - SIDE VIEW
SCALE: N.T.S.
570 SERIES PCD SCREEN SELECTION CHART
f yl�j PCD SCREENCH AR T
?j,� SCALE: N.T.S.
SCALE:
LEGEND:
1. ELECTRIC CONTROL VALVE.
2. RECTANGULAR VALVE BOX W/GREEN
BOLT -DOWN COVER. HEAT BRAND VALVE
STATION NO. & CONTROLLER LETTER ON LID
IN 2" HIGH CHARACTERS.
3. 2" CLEAR SPACE.
4. FINISH GRADE,
5. PVC MALE ADAPTER (TYP.)
6. PVC PIPE TO SPRINKLERS - ANGLE PIPE
TO SPECIFIED DEPTH WITH 45 DEG. ELLS,
7. COMMON BRICK (4 REQUIRED).
8. COMMON WIRE TO OTHER VALVES ON SAME
CONTROLLER.
9. 3/4" CRUSHED ROCK, 8" DEEP,
10. CONTROUCOMMON WIRES FROM CONTROLLER.
11. PVC SCHEDULE 40 PIPE (TYP.)
12. PVC SXS 90 DEG. ELL
13. WIRE CONNECTOR.
14. MAINLINE FITTING W/SOLVENT-WELD OUTLET.
15. COIL WIRES PER SPECIFICATIONS.
16. CHRISTY'S I.D. TAG WNALVE STATION N0. &
CONTROLLER LETTER.
17. UNION
NOTE:
USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL
TO PVC MALE PIPE THREADS,
REMOTE CONTROL VALVE
DSCALE: N.T.S.
r'n 1 THRUST BLOCK
11114�J SCALE: N.T.S.
ARCHITECTURE
7. NON -PRESSURE LATERAL FITTING.
VENTANA POINTE
PROJECT: "VENTANA POINTE"
SITE PLANNING
BY: FAC
AS SHOWN
STATIC PRESSURE HIGH: 90
10621 Church St., Suite 106
LOW: 81
Rancho Cucamonga, CA 91730
SOURCE OF INFORMATION: JACK SWE
(909) 484-2800
Fax (909) 484-2802
SUPPLIER: SAN GABRIEL VALLEY WATER
.."
%, .•Richard Krumwieda
NOTES:
= CA Lic. #2834
, AZ Lic. # 29115
PHONE NUMBER:626) 448-6183
' W Lia # 446
."� '•� TX. Lic. #1884
HARDSCAPING, MOW STRIPS, AND EDGES OF
CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02
VALVE STATION/GPM: STATION: A-1
2. 1/2" STAINLESS STEEL HOSE CLAMP. 3 REQUIRED.
GPM: 33
ITEM:
-111111=111111
11111=111111-_
P.S.I. LOSS:
WATER METER SIZE: 2" @
33
GPM
2.25
PRESSURE REGULATOR: 2" @
33
GPM
3.50
MASTER VALVE: 11/4" @
33
GPM
1.21
BACKFLOW DEVICE: 11/4" @
33
GPM
8.00
FLOW SENSOR: 11/4" @
33
GPM
1.47
GATE VALVE(S): 1 2" @
33
GPM
MAINLINE (CL. 315): 21/2" 670L.F.@
33
GPM
.50
2.41
AUTOMATIC VALVE SIZE: 11/2" @
33
GPM
1.21
LATERAL LINE SIZE: 3/4" 28 L.F. @
7
GPM
.62
1" 20 L.F. @
10
GPM
.26
11/4" 15 L.F. @
17
GPM
.17
11/2" 3 L.F. @
33
GPM
.06
IRRIGATION HEAD PRESSURE:
• •� °
.' o.
30.00
SYSTEM LOSSES SUBTOTAL:
�--
MM
111
51.66
FITTING LOSSES (10% OF SUBTOTAL):
.o
2,58
ELEVATION LOSSES/GAINS (ELEV. X.433)
�.
f�
Uj
6.73
TOTAL SYSTEM LOSSES:
10. BRASS 90 DEGREE STREET ELL.
60.97
AVAILABLE PRESSURE (LOW):
CL UO W
Z Z
81.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE:
(+)20.03
''CONTRACTOR TO SET PRESSURE REGULATOR TO A
SYSTEM DESIGN
PRESSURE OF 76 PSI CONTRACTOR TO FIELD ADJUST
REGULATOR AS
NECESSARY.
� a
cD
11 10
12. PEA GRAVEL, 2 CUBIC FEET MIN.
9 8 7 6
PRESSURE LOSS CALCULATION
rn
'A '
W % SCALE: N.T.S.
SCALE:
LEGEND:
1. HI -POP SHRUB HEAD BODY SET 1/4" ABOVE
FINISH GRADE.
2. FINISH GRADE.
3. SCH. 40 PVC 90 DEGREE STREET ELL.
4. MARLEX 90 DEGREE STREET ELL
5, SCH. 80 PVC NIPPLE TYPICAL (2) PLACES.
6. MARLEX 90 DEGREE STREET ELL
ARCHITECTURE
7. NON -PRESSURE LATERAL FITTING.
VENTANA POINTE
SCALE:
SITE PLANNING
8. NON -PRESSURE LATERAL LINE.
AS SHOWN
DESIGNED BY:
10621 Church St., Suite 106
KPF
Rancho Cucamonga, CA 91730
(909) 484-2800
Fax (909) 484-2802
LEGEND:
21 3
.."
%, .•Richard Krumwieda
NOTES:
= CA Lic. #2834
, AZ Lic. # 29115
1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS
' W Lia # 446
."� '•� TX. Lic. #1884
HARDSCAPING, MOW STRIPS, AND EDGES OF
CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02
V o
T
2. 1/2" STAINLESS STEEL HOSE CLAMP. 3 REQUIRED.
LAWN.
Q
-111111=111111
11111=111111-_
2. USE TEFLON TAPE ON ALL MALE THREADS,
01
PN p g C A PF
3 INSTALL DS WITH SERNAL CHECK VALVEumH,4�
9C+
AND PRESSURE COMPENSATING FEATURE AS
PER THE
0� y��
IRRIGATION PLAN.
♦a
4. HEAD CONNECTION AT BOTTOM INLET ONLY,
11111=IIIA''
Box COVER.
12" POP-UP SPRAY HEAD
f�
�� SCALE: N.T.S.
EPROJECTJ/`CLIENT,
QUICK COUPLING VALVE
SCALE: N.T.S.
@)-sc
7ALE-
CITYOF FONTANA, CALIFORNIA
DRAWN BY:
KPF
VENTANA POINTE
SCALE:
TR " #16137
AS SHOWN
DESIGNED BY:
DATE:
KPF
MMUNI F C IES DISTRICT
10/17/01
LEGEND:
21 3
l
DWG. NO.:
N
RWK
I. PLASTIC VALVE BOX
I�
CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02
V o
T
2. 1/2" STAINLESS STEEL HOSE CLAMP. 3 REQUIRED.
Q
-111111=111111
11111=111111-_
_= -
=11111=�I'
3. QUICK COUPLING VALVE. TOP OF VALVE SHALL1-
BE 2" BELOW VALVE
_
0
�-
LU Qo�
111111=111111
11111=IIIA''
Box COVER.
(n Z �-
Q wOft
12
4. BRASS NIPPLE, LENGTH AS REQUIRED.
Q
DO LL o Q
4
Z
S. PRESSURE SUPPLY LINE.
U w O
•
5
6. PRESSURE LINE FITTING,co
°
o • -7.
•o
BRASS 90 DEGREE STREET ELL
W CC H Ly 00
• •� °
.' o.
° • •
• °fn
8. BRASS NIPPLE, LENGTH AS REQUIRED.
�--
MM
111
OLL
.
• '
.o
9. #4 REBAR STAKE 36" LONG.
�.
f�
Uj
10. BRASS 90 DEGREE STREET ELL.
_� ((��
Val
CL UO W
Z Z
O
11. BRASS 90 DEGREE ELL
� a
cD
11 10
12. PEA GRAVEL, 2 CUBIC FEET MIN.
9 8 7 6
#
�
M
NOTE:
PLACE PEA GRAVEL PRIOR TO INSTALLATION
OF VALVE BOX,
QUICK COUPLING VALVE
SCALE: N.T.S.
@)-sc
7ALE-
CITYOF FONTANA, CALIFORNIA
DRAWN BY:
KPF
VENTANA POINTE
SCALE:
TR " #16137
AS SHOWN
DESIGNED BY:
DATE:
KPF
MMUNI F C IES DISTRICT
10/17/01
CHECKED BY:
A OVED BY: DAT
DWG. NO.:
g 7
RWK
3083
I�
CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02
VA
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ASSHOWN
JOB NUMBER j
0128-5
tSHEETiNUMBER �
L-6
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