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REDUCE 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
STAINLESS STEEL
"U" BOLT EMBEDDED
IN CONCRETE FOR,°
LOCKING FEATURE
BRASS ELBOW
CONIC. STABILIZER
�- PRESSURE SUPPLY LINE
(INTAKE)
FLOW PREVENTER
SCALE: N.T.S.
.s
TURF ROTOR
SCALE: N.T.S.
BRASS NIPPLE (4
PLACES)
BRASS ELBOW
BRASS NIPPLE
BRASS UNION
BRASS BALL VALVE
BRASS PIPE
HINGE (2 PLACES)
#4 REBAR CONTINUOUS LOOP
1 = PRESSURE SUPPLY LINE
(DISCHARGE)
4,
Q ' MALE ADAPTOR PVC SCH, 40
BRASS ELBOW (DO NOT ENCASE
3/4" GRAVEL IN CONC. STABILIZER
NOTE: BACKFLOW ENCLOSURE: LEMEUR GREEN CAGE
MODEL # BF -99 OR EQUAL 18WX30LX30H:
HIGH & HINGED AT ONE END, SECURE
TO CONCRETE PAD -SIZE AS REQUIRED
W/ 4"'J' BOLTS. ((EQUIPMENT TO BE
CENTERED INSI[)E HOUSING), WIRE
BACKFLOW ENCLOSURE.
LEGEND:
1, POP-UP TURF ROTOR.
2. FINISH GRADE.
1" IN SOD 3. SCH, 80 PVC NIPPLE (MIN. 4" LONG).
1" IN SEED 4, SCH, 40 PVC TxT 9o° ELL,
5. MARLEX 90° STREET ELL.
6. ANTI -DRAIN VALVE AS REQUIRED.
7. SCH. 40 STREET ELL.
8, NON -PRESSURE LATERAL LINE & FITTING.
9, SCH, 80 PVC NIPPLE, TYPICAL (2) PLACES.
NOTES:
• LOCATE HEAD 2" FROM WALKS, CURBS,
HARDSCAPING, MOW STRIP, HEADER BOARD,
& EDGE OF LAWN.
• LOCATE HEAD 12" FROM ALL STRUCTURES.
• USE TEFLON TAPE ON ALL MALE THREADS.
NOTE:
ONLY IF APPROVED BY CITY INSPECTOR
LEGEND:
1, ROUND PLASTIC FULL BOX COVER BOLT DOWN TYPE.
2. FINISH GRADE LAWN AREAS.
& 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.
SPLICE BOX ASSEMBLY
SCALE: N.T.S.
570 SERIES PCD SCREEN SELECTION CHART
PCD SCREEN CHART
SCALE: N/A
-,WHITE
BLUE
IRRIGATION CONTROLLER
rREDr
BLACK
PLASTIC VALVE BOXCARSON OR
EQUAL) WITH PLASTIC INTEGRATED
LOCKING LID, PLACE AT GRADE IN
TURF AREAS AND 3" ABOVE IN
PLANT BED.
RED BLACK
3w
be
PIG TAIL EXPANSION
LOOP (MIN. 24" LONG)
A3wOF
f PVC CONDUIT TO WII
CONTROLLER
PEDESTAL
SNAP-TiTE WATERPROOF
CONNECTOR OR EQUAL
PIGTAIL EXPANSION
BLUE LOOP (MIN. 24" LONG)
NHITE
(COMMON)
" r=FLOW METER
ZDIAMETER SAME
SIZE AS FLOW
DIAMETER SAME SIZE AS METER SIZE011-
FLOW METER SIZE
011- MINIMUM DISTANCE DOWNSTREAM OF
UNINTERRUPTED PIPE (5X DIAMETER
OF FLOW METER SIZE)
MINIMUM DISTANCE UPSTREAM OF
UNINTERRUPTED PIPE (1oX DIAMEETER
OF FLOW METER SIZE)
NOTE: WATERPROOF ALL WIRE CONNECTIONS.
FLOW METERWASTER VALVE
MASTER CONTROL
VALVE
SCALE: N.T.S.
1 " PQM'-UP SP
SCALE: N.T.S.
L 24" L
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.
7. NON -PRESSURE LATERAL FITTING.
8. NON -PRESSURE LATERAL LINE.
NOTES:
1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS
HARDSCAPING, MOW STRIPS, AND EDGES OF
LAWN.
2, USE TEFLON TAPE ON ALL MALE THREADS,
3, INSTALL HEADS WITH INTERNAL CHECK VALVE
AND PRESSURE COMPENSATING FEATURE AS
PER THE IRRIGATION PLAN.
4. HEAD CONNECTION AT BOTTOM INLET ONLY.
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 # SB-24SS-120V.
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.
8, POWER SWITCH/GFI RECEPTACLE.
7. SATELLITE.
8, 1 1/4" PVC CONDUIT FOR COMMUNICATION CABLE.
9, PVC CONDUIT FOR CONTROL WIRES, SIZE AS REQUIRED.
10. 1 " PVC CONDUIT FOR FLOW SENSOR CABLE.
11. 1 1/4" PVC CONDUIT FOR COMMUNICATION CABLE TO OTHER
SATELLITES (IF APPLICABLE).
12.5/8" DIA. X & GROUND ROD W/#10 GROUND WIRE & CLAMP,
Fftf}N 1 vltvu 13. POURED CONCRETE FOOTING,
NOTE: SEE MATERIALS LIST LOCATED NEXT 14. FILL VOIDS WITH CONCRETE,
TO EACH CONTROLLER ON SHEETS 1-1, 3, & 5, 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.
IRR. CONTROLLER - FRONT VIEW
SCALE: N.T.S.
LEGEND:
1, SHRUB.
2. SHREDDED BARK MULCH,
3. ADJUSTABLE BUBBLER ON 1/2" DIA, SCH. 80 NIPPLES,
4, 4" EARTH WATERING BERM.
5. MARLEX DOUBLE STREET ELLS.
6, CL 200 PVC LATERAL IRRIGATION LINE, BOTH SIDES.
7. FINISH GRADE,
8. SHRUB PLANTING PIT.
9. PLANT TABLETS PER MANUFACTURER'S RECOMMENDATIONS.
10. LATERAL TEE.
11. 90% COMPACTED BAi;KFILL.
12. ROOTBALL.
SCALE: N/A
r r r r r r fi r• r�.
LEGEND:
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
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. 8o NIPPLE - 6" LONG.
Ali FINISH GRADE.
1" 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.
SCALE: N.T.S.
28"
1 2
4
o It
+
a
ca ';
Z3 9 f 7 8
00
cc
a 0... a S.,ry
.... 37.,
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 # SB-24SS-120V,
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 0' DRIVEN GROUND ROD PER
ARTICLE 250-61 OF 1990 NEG.
NOTE: SEE MATERIALS LIST LOCATED NEXT
TO EACH CONTROLLER.
IRR. CONTROLLER - SIDE VIEW
SCALE: N.T.S.
PROJECT: SUMMIT HEIGHTS 2 (TRAIL)
SCALE: N.T.S.
BY: MLD
TRENH.IN";,
STATIC PRESSURE HIGH: 104
FINISH QRA
LOW: 94
S REQUIRE
SOURCE OF INFORMATION: KEITH HUESTON
6^ N,
OF 6' LAYER OF CLEAN EARTH
d Q
~ U_ L�
SUPPLIER: SAN GABRIEL WATER DISTRICT
SHALL BE INSTALLED ABOVE AND
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PHONE NUMBER: (626) 488-6183
Y 0�
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BELOW PIPING,
_
VALVE STATION/GPM: STATION: A2-15
L A N D S C A P E
GPM: 31
ARCHITECTURE
ITEM:
BACKFLOW DEVICE SIZE: 31' @ 180
2. PROVIDE MINIMUM COVER OF 24"
P.S.I. LOSS:
WATER METER SIZE: 2 @
31
GPM
0.80
BACKFLOW DEVICE: 11/2" @
31
GPM
12.00
FLOW SENSOR: 11/4" @
31
GPM
1.20
MASTER VALVE: 11/2" @
31
GPM
1.00
GATE VALVE(S): 1 21/2" @
31
GPM
1.00
MAINLINE (CL. 315): 21/2" 1414 L.F. @
31
GPM
4.24
AUTOMATIC VALVE SIZE: 11/2" @
31
GPM
1.00
LATERAL LINE SIZE: 3/411 86 L.F. @
8
GPM
2.45
1" 5 L.F. @
15
GPM
0.16
11/2" 5 L.F. @
31
GPM
0.08
PROVIDE 6" MIN, OF SAND . a
45
GPM
23.93
IRRIGATION HEAD PRESSURE:
3. ROUTE SLEEVING AROUND HANDICAP
30.00
SYSTEM LOSSES SUBTOTAL:
LINE SLEEVE - SIZE TWICE
53.93
FITTING LOSSES (10% OF SUBTOTAL):
TO TRAFFIC LOADS REFER TO CITY
PRESSURE LATERAL LINE
5.39
ELEVATION LOSSES/GAINS (ELEV. X.433)
TOP OF PIPE BELOW STRUCTURAL
SIZE TWICE DIAMETER OF TO PRESSURE
+(16.34)
TOTAL SYSTEM LOSSES:
PRESSURE LOSS CALC.
SLEEVING/TRENCHING
75.66
AVAILABLE PRESSURE (LOW):
94.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE:
(+)18,34
PRESSURE LOSS CALC. 'A2' (TRAIL
SCALE: N/A
a
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 (TYR)
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 LD, TAG WNALVE STATION NO. &
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
SCALE: N.T.S.
• ,• 0
. 0. .
LEGEND:
1. PLASTIC VALVE BOX
2 1/2" STAINLESS STEEL HOSE CLAMP, 3 REQUIRED.
3. QUICK COUPLING VALVE, TOP OF VALVE SHALL
BE 2" BELOW VALVE BOX COVER.
4. BRASS NIPPLE, LENGTH AS REQUIRED.
5. PRESSURE SUPPLY LINE.
6, PRESSURE LINE FITTING.
7. BRASS 90 DEGREE STREET ELL,
8. BRASS NIPPLE, LENGTH AS REQUIRED.
9. #4 REBAR STAKE 36" LONG.
10, BRASS 90 DEGREE STREET ELL,
11. BRASS 90 DEGREE ELL.
12, PEA GRAVEL, 2 CUBIC FEET MIN.
QUICK COUPLING VALVE
SCALE: N.T.S.
BY: MLD
TRENH.IN";,
STATIC PRESSURE HIGH: 103
FINISH QRA
TRENCHING NOTES:
S REQUIRE
1. BELOW PAVED AREAS A MINIMUM
6^ N,
OF 6' LAYER OF CLEAN EARTH
d Q
~ U_ L�
SUPPLIER: SAN GABRIEL WATER DISTRICT
SHALL BE INSTALLED ABOVE AND
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PHONE NUMBER: (626) 488-6183
Y 0�
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BELOW PIPING,
_
2
L A N D S C A P E
GPM: 45
ARCHITECTURE
«�
BACKFLOW DEVICE SIZE: 31' @ 180
2. PROVIDE MINIMUM COVER OF 24"
NON PRESSURE ,
WATER METER SIZE: 2" @
ON PRESSURE SUPPLY LINES 3"
I A7FRA4 L I
1.60
AND LARGER.
CLEAN BACKFILL - PRESSURE SUPPLY LINE
3. WHEN USING RECLAIMED WATER,
90% COMPACT
MAINTAIN MINIMUM 10' HORIZONTAL
45
SEPARATION BETWEENPOTABLE
CONTROL WIRE5
AND RECLAIMED PRESSURE LINES.
45
WHERE LINES CROSS, PROVIDE PVC
1.35
SLEEVE FOR POTABLE LINE MINIMUM
45
5' EACH SIDE OF RECLAIMED
1.00
WATER LINE.
45
4. BUNDLE WIRES WITH TAPE EVERY 10'.
SLEEVING:
AUTOMATIC VALVE SIZE: 11/2" @
CLEAN BACKFILL - SEE SPECS
SLEEVING NOTES:
FOR MATERIAL 90% COMPACTION HARDSCAPING (SEE NOTE #4)
LATERAL LINE SIZE: 3/4" 51 L.F. @
REQUIRED
1, ALL SLEEVES TO BE SCH, 40 PVC.
•
ill
32 L.F. @
2. EXTEND ALL SLEEVES 12" BEYOND
GPM
0.59
EDGE OF HARDSCAPING AT BOTH
23
GPM
ENDS,
PROVIDE 6" MIN, OF SAND . a
45
GPM
BEDDING AND SHADDING T P,
70.00
3. ROUTE SLEEVING AROUND HANDICAP
RAMPS,
NON -PRESSURE LATERAL -
LINE SLEEVE - SIZE TWICE
4. PIPING UNDER PAVEMENT SUSCEPTIBLE
DIAMETER OF NOW
TO TRAFFIC LOADS REFER TO CITY
PRESSURE LATERAL LINE
STD. (24" MIN. TO 36" MAX. DEPTH TO
CONTROL WIRE SLEEVE
PRESSURE SUPPLY LINE SLEEVE -
SIZE PER PLAN, INSTALLADJACENT
TOP OF PIPE BELOW STRUCTURAL
SIZE TWICE DIAMETER OF TO PRESSURE
SECTION),
PRESSURE SUPPLY LINE SUPPLY LINE.
PRESSURE LOSS CALC.
SLEEVING/TRENCHING
-(18.00)
SCALE: N.T.S.
PROJECT: SUMMIT HEIGHTS 2 (TRAIL)
BY: MLD
PRODUCTS.
STATIC PRESSURE HIGH: 103
0
Q : 4
LOW: 93
"
SOURCE OF INFORMATION: KEITH HUESTON
APPR;D BY• a `�
"""C DATE: «rZ
'CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/a2
CONTROLLER LETTER ON LID IN 2" HIGH
d Q
~ U_ L�
SUPPLIER: SAN GABRIEL WATER DISTRICT
a
3. 2" CLEAR SPACE.
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PHONE NUMBER: (626) 488-6183
Y 0�
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4, FINISH GRADE.
ITEM:
VALVE STATION/GPM: STATION: 82-29
L A N D S C A P E
GPM: 45
ARCHITECTURE
ITEM:
BACKFLOW DEVICE SIZE: 31' @ 180
7, COMMON BRICK (4 REQUIRED).
P.S.I. LOSS:
WATER METER SIZE: 2" @
45
GPM
1.60
BACKFLOW DEVICE: 11/2" @
45
GPM
12.00
FLOW SENSOR: 11/4" @
45
GPM
2.70
MASTER VALVE: 11/2" @
45
GPM
1.35
GATE VALVE(S): 1 21/2" @
45
GPM
1.00
MAINLINE (CL. 315): 21/2" 1830 L.F. @
45
GPM
11.53
AUTOMATIC VALVE SIZE: 11/2" @
45
GPM
1.35
LATERAL LINE SIZE: 3/4" 51 L.F. @
8
GPM
1.45
ill
32 L.F. @
12
GPM
0.59
11/4" 10 L.F. @
23
GPM
0.20
2" 5 L.F. @
45
GPM
1.19
70.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE:
34.96
IRRIGATION HEAD PRESSURE:
00 PSI
30.00
SYSTEM LOSSES SUBTOTAL:
000 PSI
NOTE: PRESSURE LOSS CALCULATION ASSUME 3VALVES @ t 180 GPM TOTAL
64.96
FITTING LOSSES (10% OF SUBTOTAL):
* MAINLINE IS LOOPED, RESULTING 1/2 OF NORMAL PRESSURE
6.49
ELEVATION LOSSES/GAINS (ELEV. X.433)
PRESSURE LOSS CALC.
'C'
-(18.00)
TOTAL SYSTEM LOSSES:
53.45
AVAILABLE PRESSURE (LOW):
98.00
(-'DEFICIT OR (+) RESIDUAL PRESSURE:
(+)39.55
PRESSURE LOSS CALC. 'B2' (TRAIL
SCALE: N/A
LEGEND:
15 16 13 1 2 4
1. ELECTRIC CONTROL VALVE.
PRODUCTS.
2. RECTANGULAR CONCRETE VALVE BOX.
0
Q : 4
MODEL # 3 -HL BY BROOKS PRODUCTS.
"
STENCILED VALVE STATION NO. &
APPR;D BY• a `�
"""C DATE: «rZ
'CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/a2
CONTROLLER LETTER ON LID IN 2" HIGH
d Q
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o CHARACTERS.
a
3. 2" CLEAR SPACE.
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4, FINISH GRADE.
ITEM:
12 11 5 6 5, PVC MALE ADAPTER (TYP.)
L A N D S C A P E
6 PVC PIPE TO SPRINKLERS - ANGLE IPE
ARCHITECTURE
TO SPECIFIED DEPTH WITH 45 DEG. ELS,
BACKFLOW DEVICE SIZE: 31' @ 180
7, COMMON BRICK (4 REQUIRED).
SITE PLANNING
o r r r . �.+ o •r• . 0 r 17 8. COMMON WIRE TO OTHER VALVES ON SAME
r CONTROLLER.
10621 Church St., Suite 106
c
Rancho Cucamonga, CA 91730
3 7
9. 3/4" CRUSHED ROCK, 8" DEEP.
(909) 484-2800
(�
Fax (909) 484-2802
10. CONTROUCOMMON WIRES FROM CONTROLLER.
e< ° ` Richard Krumwiede
I _F111. PVC SCHEDULE 40 PIPE (TYP. }
CA Lic. #2834911
�v � � AZ Lic. # 29115
AUTOMATIC VALVE SIZE: 2" @ 51
NV Lic, # 446
14 10 9 8 12. PVC SXS 90 DEG. ELL•°ry,
��p TX. Li
13. WIRE CONNECTOR.
�a
14, MAINLINE FITTING W/SOLVENT-WELD OUTLET.
SC A pF
15. COIL WIRES PER SPECIFICATIONS.
ANp
�q IV qac
W'
16, CHRISTY'S I.D. TAG WNALVE STATION NO, &
C�00 1
CONTROLLER LETTER.
4? ro �4
17. UNION
J �
NOTE:
USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL
lure
''o /3 ate
PVC MALE PIPE THREADS.cage
TO
93.75
FITTING LOSSES (10% OF SUBTOTAL):
REMOTE CONTROL VALVE
SCALE: N.T.S. UTILITY EASEMENT
QUICK
SCALE: N.T.S.
NOTE:
BLOCKS SHOULD BE FOR MAINLINE 21/2" AND
LARGER. DO NOT USE SLIP AND BELL PVC
PIPING.
PLING VALV
Mi
PROJECT / CLIENT
00
Orn
r0
CV CO
M t�
CV GV
BODY w/ .,:..
0 r
PRODUCTS.
SUMMIT HEIGHTS 11
3.7 ACRE PARK & BIKE TRAIL
COMMUNITY FAC ITIES DISTRICT
0
Q : 4
REQUIRED.
"
Em
APPR;D BY• a `�
"""C DATE: «rZ
'CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/a2
DWG. NO.:
Z 3156
d Q
~ U_ L�
VE SHALL
PHONE NUMBER: (626) 448-6183 EXT. 306
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ITEM:
tuZ06
WATER METER SIZE: (2) 11/2" @ 180
M LO
N C(0
16.10
BACKFLOW DEVICE SIZE: 31' @ 180
Cc
15.00
FLOW SENSOR: 11/2" @ 180
U
0.70
MASTER VALVE: 31 @ 180
W LU
cc o 0
3.54
(�
GPM
4.00
v
Q as
* 12.16
AUTOMATIC VALVE SIZE: 2" @ 51
GPM
0.82
LATERAL LINE SIZE 11/4" 40 L.F. @ 17
GPM
0.50
2" 41 L.F. @ 34
M �2
0.76
21/2" 30 L.F. @ 51
00
(0.17
53.75
IRRIGATION HEAD PRESSURE:
>< 01
40.00
SYSTEM LOSSES SUBTOTAL:
93.75
FITTING LOSSES (10% OF SUBTOTAL):
W W
UJ
E
UTILITY EASEMENT
I Efil"g,
1 ray t
PROJECT: SUMMIT HEIGHTS 3.7 -ACRE PARK
SUMMIT HEIGHTS 11
3.7 ACRE PARK & BIKE TRAIL
COMMUNITY FAC ITIES DISTRICT
BY: MD/JD
=73Ira
+►�1
Em
APPR;D BY• a `�
"""C DATE: «rZ
'CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/a2
DWG. NO.:
Z 3156
SUPPLIER: SAN GABRIEL VALLEY WATER DISTRICT
PHONE NUMBER: (626) 448-6183 EXT. 306
'..
THRUST BLOCK
SCALE: N/A
PROJECT: SUMMIT HEIGHTS 3.7 -ACRE PARK
SUMMIT HEIGHTS 11
3.7 ACRE PARK & BIKE TRAIL
COMMUNITY FAC ITIES DISTRICT
BY: MD/JD
STATIC PRESSURE HIGH: 90 PSI
LOW: 70 PSI
SOURCE OF INFORMATION: JACK SWAY
APPR;D BY• a `�
"""C DATE: «rZ
'CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/a2
DWG. NO.:
Z 3156
SUPPLIER: SAN GABRIEL VALLEY WATER DISTRICT
PHONE NUMBER: (626) 448-6183 EXT. 306
VALVE STATION/GPM: STATION: 18C 51 GPM
ITEM:
P.S.I. LOSS:
WATER METER SIZE: (2) 11/2" @ 180
GPM
16.10
BACKFLOW DEVICE SIZE: 31' @ 180
GPM
15.00
FLOW SENSOR: 11/2" @ 180
GPM
0.70
MASTER VALVE: 31 @ 180
GPM
3.54
GATE VALVE(S): 4# 4" @ 180
GPM
4.00
MAINLINE LOOP (CL. 315): 4" 1763 L.F. @ 180
GPM
* 12.16
AUTOMATIC VALVE SIZE: 2" @ 51
GPM
0.82
LATERAL LINE SIZE 11/4" 40 L.F. @ 17
GPM
0.50
2" 41 L.F. @ 34
GPM
0.76
21/2" 30 L.F. @ 51
GPM
(0.17
53.75
IRRIGATION HEAD PRESSURE:
40.00
SYSTEM LOSSES SUBTOTAL:
93.75
FITTING LOSSES (10% OF SUBTOTAL):
9.38
ELEVATION LOSSES/GAINS (ELEV. x.433)
0.00
TOTAL SYSTEM LOSSES:
103.13
AVAILABLE PRESSURE (LOW):
70.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE:
03.13)
PRESSURE AVALIABLE BOOSTER PUMP
00 PSI
TOTAL PRESSURE AVAILABLE
000 PSI
NOTE: PRESSURE LOSS CALCULATION ASSUME 3VALVES @ t 180 GPM TOTAL
OPERATING SIMULTANEOUSLY.
* MAINLINE IS LOOPED, RESULTING 1/2 OF NORMAL PRESSURE
LOSS,
4" MAINLINE -1763 L.F. @ 180 GPM= -24.32 PSI/2= -12.16 PSI LOSS.
PRESSURE LOSS CALC.
'C'
(PARK)
CITY OF FONTANA, CALIFORNIA
DRAWN BY:
MD
SUMMIT HEIGHTS 11
3.7 ACRE PARK & BIKE TRAIL
COMMUNITY FAC ITIES DISTRICT
AS SHOWN
DESIGNED BY:
KPF
DATE:
8i12/02
CHECKED BY:
RWK
APPR;D BY• a `�
"""C DATE: «rZ
'CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/a2
DWG. NO.:
Z 3156
10
16
REVISIONS
L
DRAWN BY
i
SCALE
JOB NUMBER
SHEET NUMBER
i
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