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REDUCE PRESSURE BACKFLOW
BRASS NIPPLE (4
PREVENTION
PLACES)
PRESSURE REGULATOR IF
IRRIGATION CONTROLLER
REQUIRED. SET AS SHOWN
BRASS ELBOW
ON SITE DRAWING
EQUAL) WITH PLASTIC
INTEGRATED
BRASS NIPPLE
STRAINER #40 MESH
PLANT BED.
MONEL
BRASS UNION
BACKFLOW ENCLOSURE
PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX,
(SEE NOTE BELOW)
VALVE
ar
ae
BRASS BALL VALVE
P.S.I. LOSS:
BRASS PIPE
RELIEF
BRASS ELBOW POIN
HINGE (2 PLACES)
BRASS NIPPLE LOOSE KEY HOSE BIBS �,
#4 REBAR CONTINUOUS LOOP
BRASS BALL VALVE
GPM
BRASS PIPE
RAMPS.
e
FCl NA1 AAC9
LOCK BOX
LINE SLEEVE - SIZE TWICE
�•
• 'r • PRESSURE SUPPLY LINE
•
=, y
"'�• :' • (DISCHARGE)
TO TRAFFIC LOADS REFER TO CITY
PRESSURE LATERAL LINE
PROJECT: SYCAMORE HILLS
00
.�. •'� •'•' • •
PRESSURE SUPPLY LINE SLEEVE -
' ' , MALE ADAPTOR PVC SCH. 40
• ' •{ ''
BLASS ELBOW T O NOT ENCASE
GRAVEL
STAINLESS STEEL
3/4" IN LANG. STABILIZER
"U" BOLT EMBEDDED
ADJACENT TO PRESSURE
IN CONCRETE FOR 02 BRASS ELBOW
LOCKING FEATURE
GPM
CONC. STABILIZER
11/2" 20 L.F. @ 32
•
NOTE: BACKFLOW ENCLOSURE: LEMEUR GREEN CAGE
211 10 L.F. @ 50
MODEL # BF -99 OR EQUAL 18WX30LX30H:
.14
HIGH & HINGED AT ONE END. SECURE
GPM: 54
TO CONCRETE PAD -SIZE AS REQUIRED
SYSTEM LOSSES SUBTOTAL:
W/ 4"'J' BOLTS. (EQUIPMENT TO BE
PRESSURE SUPPLY LINE
CENTERED INSIDE HOUSING). WIRE
(INTAKE)
BACKFLOW ENCLOSURE,
NOTE: CONTRACTOR SHALL FORM ENCLOSURE BASE AND REQUEST INSPECTION
PRIOR TO PURING.
CONTRACTOR SHALL USE 520-C-2500 CONCRETE.
GPM
BLUE -
WHITE
(COMMON)
RP TITE WATERPROOF
JNECTOR OR EQUAL
'IG TAIL EXPANSION
OOP (MIN. 24" LONG)
MASTER CONTROL
VALVE
L DIAMETER SAME
SIZE AS FLOW
DIAMETER SAME SIZE AS METER SIZE 0-1
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,
BACKFLOW PREVENTER FLOW METER/MASTER VALVE
SCALE: N.T.S. SCALE: N T S 32" L
LEGEND:
1. POP-UP SPRAY HEAD, 3/4" ABOVE FINISH GRADE
IN LAWN AREAS AND 1 1/2" ABOVE FINISH GRADE
IN PLANTING AREAS,
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.
8, FINISH GRADE,
1 1/2" 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.
6" POP-UP SPRAY HEA1
I / SCALE: N.T.S.
WHITE
24„
BLUE
RED
IRRIGATION CONTROLLER
BLACK
2. FINISH GRADE,
PLASTIC VALVE BOX (CARSON OR
EQUAL) WITH PLASTIC
INTEGRATED
LOCKING LID. PLACE AT GRADE IN
TURF AREAS AND 3" ABOVE IN
PLANT BED.
1, ALL SLEEVES TO BE SCH, 40 PVC,
RED
BLACK
PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX,
ae
VALVE
ar
ae
PIG TAIL EXPANSION
P.S.I. LOSS:
LOOP (MIN. 24" LONG)
NOTE: REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX,
14
_
1" PVC CONDUIT TO
F
CONTROLLER
GPM
PEDESTAL
RAMPS.
e
FCl NA1 AAC9
BLUE -
WHITE
(COMMON)
RP TITE WATERPROOF
JNECTOR OR EQUAL
'IG TAIL EXPANSION
OOP (MIN. 24" LONG)
MASTER CONTROL
VALVE
L DIAMETER SAME
SIZE AS FLOW
DIAMETER SAME SIZE AS METER SIZE 0-1
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,
BACKFLOW PREVENTER FLOW METER/MASTER VALVE
SCALE: N.T.S. SCALE: N T S 32" L
LEGEND:
1. POP-UP SPRAY HEAD, 3/4" ABOVE FINISH GRADE
IN LAWN AREAS AND 1 1/2" ABOVE FINISH GRADE
IN PLANTING AREAS,
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.
8, FINISH GRADE,
1 1/2" 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.
6" POP-UP SPRAY HEA1
I / SCALE: N.T.S.
SCALE: N.T.S.
28"
1 2
LEGEND:
1. RADIO ANTENNA - LOCATION PER CITY OR
MANUFACTURER'S RECOMMENDATIONS,
3 2. 24" FRONT ENTRY SATELLITE ASSEMBLY w/ NEMA 3R STAINLESS
STEEL RAINPROOF ENCLOSURE (UL LISTED), STRONGBOX
MODEL # SS-24SS/120V,
to
' 3. CONTROLLERISATELLITE PER FRONT VIEW
' 4 CONTROLLER DETAIL.
---� 4. METER SOCKET W/TEST BLOCKS.
4' 6
S. CLUSTER CONTROL UNIT OR SECOND
CONTROLLER/SATELLITE IF APPLICABLE.
' 6. LOAD CENTER
i2 7. POURED CONCRETE BASE.
z 8. #10 GROUND WIRE AND SLEEVE TO GROUND ROD CLAMP.
O
v9. CONDUIT(S) PER FRONT VIEW CONTROLLER
7 8 10 DETAIL.
v 9 „
CL
10.5/8" DIA, X 10' DRIVEN GROUND ROD PER
ac ••
ARTICLE 250.81 OF 1990 NEC.
OW- •c_: •.fir
37"
NOTE: SEE MATERIALS LIST LOCATED NEXT
TO EACH CONTROLLER ON SHEETS 1.1, 2, & 3,
[( IRRIGATION CONTROLLER - SIDE VIEW
i' SCALE: N.T.S.
NOTE:
BLOCKS SHOULD BE FOR MAINLINE 21/2" AND
LARGER, DO NOT USE SLIP AND BELL PVC
PIPING, THRUST BLOCKS SHALL INCLUDE #3
REBAR AROUND PIPE AND INTO THRi AT BLOCK,
LEGEND:
24„
1. ROUND PLASTIC VALVE BOX & COVER MARKED "IRRIGATION GATE".
'G'
1. ROUND PLASTIC FULL BOX COVER BOLT DOWN TYPE.
CLEAN BACKFILL - SEE SPECS
2. FINISH GRADE,
2. FINISH GRADE LAWN AREAS,
3. GATE VALVE - SEE IRRIGATION LEGEND FOR MODEL#.
HARDSCAPING (SEE NOTE #4)
4. 3/4" WASHED CRUSHED AGGREGATE BASE, 1 CUBIC FOOT.
3. FINISH GRADE SHRUB AREAS.
5, SCH, 40 PVC MALE ADAPTORS.
1, ALL SLEEVES TO BE SCH, 40 PVC,
NOTE:
4. COMMUNICATION CABLE/CONTROL WIRE.
PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX,
GATE
VALVE
5, PEA GRAVEL, ( MIN. 2" CU, FT.)
5
P.S.I. LOSS:
ENDS.
NOTE: REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX,
14
_
SPLICE BOX ASSEMBLY
F
3. ROUTE SLEEVING AROUND HANDICAP
GPM
2
RAMPS.
e
3.30
SCALE: N.T.S.
LINE SLEEVE - SIZE TWICE
"'
4, PIPING UNDER PAVEMENT SUSCEPTIBLE
DIAMETER OF NON-
'
TO TRAFFIC LOADS REFER TO CITY
PRESSURE LATERAL LINE
PROJECT: SYCAMORE HILLS
BY: JDD
PRESSURE SUPPLY LINE SLEEVE -
CONTROL WIRE SLEEVE -
STATIC PRESSURE HIGH: 108
LOW: 102
SIZE PER PLAN, INSTALL
SECTION).
SOURCE OF INFORMATION: PEGGY
ADJACENT TO PRESSURE
11/4" 20 L.F. @ 24
GPM
SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT
11/2" 20 L.F. @ 32
GPM
PHONE NUMBER: (909) 875-1804
211 10 L.F. @ 50
GPM
.14
VALVE STATION/GPM: STATION: D-2
GPM: 54
30.00
SYSTEM LOSSES SUBTOTAL:
ITEM:
P.S.I. LOSS:
10
WATER METER SIZE: 2" @ 54
GPM
2.20
16
PRESSURE REGULATOR: 2" @ 54
GPM
5.50
3
BACKFLOW DEVICE: 2" @ 54
GPM
13.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE:
FLOW SENSOR: 11/4" @ 54
GPM
3.90
PRESSURE OF 87 PSI CONTRACTOR TO FIELD ADJUST
MASTER VALVE: 2" @ 54
GPM
.97
GATE VALVE(S): 1 3" @ 54
GPM
2.00
'G'
MAINLINE (CL. 315): 3" 1498 L.F@ 54
GPM
5.24
AUTOMATIC VALVE SIZE: 2" @ 54
GPM
.97
LATERAL LINE SIZE: 3/4" 52 L.F. @ 8
GPM
1.48
.v
-
1" 54 L.F. @ 11
GPM
1.50
11/2" 14 L.F. @ 54
GPM
.10
13 11 FOOTING
2" 4 L.F. @ 54
GPM
.01
IRRIGATION HEAD PRESSURE:
12
LEGEND:.
30.00
SYSTEM LOSSES SUBTOTAL:
66.87
FITTING LOSSES (10% OF SUBTOTAL):
4.97
ELEVATION LOSSES/GAINS (ELEV. X.433)
2.80
TOTAL SYSTEM LOSSES:
74.64
AVAILABLE PRESSURE (LOW):
102.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE:
(+)27.36
*CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN
PRESSURE OF 90 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS
NECESSARY.
_0RECOMMENDATIONS,
2. 24" FRONT ENTRY SATELLITE ASSEMBLY w/ NEMA 3R STAINLESS
PRESSURE LOSS CALCULATION
'D'
SCALE: N/A
STEEL RAINPROOF ENCLOSURE (UL LISTED), STRONGBOX
SCALE: N.T.S.
28"
1 2
LEGEND:
1. RADIO ANTENNA - LOCATION PER CITY OR
MANUFACTURER'S RECOMMENDATIONS,
3 2. 24" FRONT ENTRY SATELLITE ASSEMBLY w/ NEMA 3R STAINLESS
STEEL RAINPROOF ENCLOSURE (UL LISTED), STRONGBOX
MODEL # SS-24SS/120V,
to
' 3. CONTROLLERISATELLITE PER FRONT VIEW
' 4 CONTROLLER DETAIL.
---� 4. METER SOCKET W/TEST BLOCKS.
4' 6
S. CLUSTER CONTROL UNIT OR SECOND
CONTROLLER/SATELLITE IF APPLICABLE.
' 6. LOAD CENTER
i2 7. POURED CONCRETE BASE.
z 8. #10 GROUND WIRE AND SLEEVE TO GROUND ROD CLAMP.
O
v9. CONDUIT(S) PER FRONT VIEW CONTROLLER
7 8 10 DETAIL.
v 9 „
CL
10.5/8" DIA, X 10' DRIVEN GROUND ROD PER
ac ••
ARTICLE 250.81 OF 1990 NEC.
OW- •c_: •.fir
37"
NOTE: SEE MATERIALS LIST LOCATED NEXT
TO EACH CONTROLLER ON SHEETS 1.1, 2, & 3,
[( IRRIGATION CONTROLLER - SIDE VIEW
i' SCALE: N.T.S.
NOTE:
BLOCKS SHOULD BE FOR MAINLINE 21/2" AND
LARGER, DO NOT USE SLIP AND BELL PVC
PIPING, THRUST BLOCKS SHALL INCLUDE #3
REBAR AROUND PIPE AND INTO THRi AT BLOCK,
LEGEND: \/
24„
1. ROUND PLASTIC VALVE BOX & COVER MARKED "IRRIGATION GATE".
'G'
USE CHRISTY FL8 BOX & FL80 LID OR EQUAL,
CLEAN BACKFILL - SEE SPECS
2. FINISH GRADE,
SLEEVING NOTES:
3. GATE VALVE - SEE IRRIGATION LEGEND FOR MODEL#.
HARDSCAPING (SEE NOTE #4)
4. 3/4" WASHED CRUSHED AGGREGATE BASE, 1 CUBIC FOOT.
REQUIRED
5, SCH, 40 PVC MALE ADAPTORS.
1, ALL SLEEVES TO BE SCH, 40 PVC,
NOTE:
• .Q
PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX,
GATE
VALVE
EDGE OF HARDSCAPING AT BOTH
5
P.S.I. LOSS:
ENDS.
PROVIDE 6" MIN. OF SAND
14
PRESSURE REGULATOR: 2" @ 50
BEDDING AND SHADDING
F
3. ROUTE SLEEVING AROUND HANDICAP
GPM
2
RAMPS.
e
3.30
MASTER VALVE: 2" @ 50
LINE SLEEVE - SIZE TWICE
"'
4, PIPING UNDER PAVEMENT SUSCEPTIBLE
DIAMETER OF NON-
'
TO TRAFFIC LOADS REFER TO CITY
PRESSURE LATERAL LINE
1.80
STD, (24" MIN. TO 36" MAX. DEPTH TO
PRESSURE SUPPLY LINE SLEEVE -
CONTROL WIRE SLEEVE -
TOP OF PIPE BELOW STRUCTURAL
SIZE TWICE DIAMETER OF
SIZE PER PLAN, INSTALL
SECTION).
PRESSURE SUPPLY LINE
ADJACENT TO PRESSURE
11/4" 20 L.F. @ 24
GPM
SUPPLY LINE.
11/2" 20 L.F. @ 32
GPM
.38
211 10 L.F. @ 50
GPM
.14
IRRIGATION HEAD PRESSURE:
30.00
SYSTEM LOSSES SUBTOTAL:
4
10
a
y4
(ESTIMATED) ELEVATION LOSSES/GAINS (ELEV. X.433)
16
-6.80
TOTAL SYSTEM LOSSES:
3
AVAILABLE PRESSURE (LOW):
102.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE:
a"
*CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN
PRESSURE OF 87 PSI CONTRACTOR TO FIELD ADJUST
REGULATOR AS
NECESSARY.
PRESSURE LOSS CALCULATION
'G'
�
oQ
:�D
8
.v
-
5
9
13 11 FOOTING
411
ZD
12
LEGEND:.
10 1. RADIO ANTENNA - LOCATION PER CITY OR MANUFACTURER'S
_0RECOMMENDATIONS,
2. 24" FRONT ENTRY SATELLITE ASSEMBLY w/ NEMA 3R STAINLESS
STEEL RAINPROOF ENCLOSURE (UL LISTED), STRONGBOX
14 MODEL # SB-24SS/120V,
13
`
3, MASTER VALVE RELAY OR PUMP START RELAY.
4. RADIO REMOTE ACCESS.
5. 11/2" PVC CONDUIT FOR 120 VAC FROM METERED POWER
-040
SUPPLY OR PER LOCAL ELECTRICAL CODES.
8, POWER SWITCH/GFI RECEPTACLE,
J
7. SATELLITE CONTROLLER,
j j
U
8, 11/4" PVC CONDUIT FOR COMMUNICATION CABLE.
S" 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 SHEETS 1-1, 2, & 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
SCALE: N.T.S.
TRENCHING:
FINISH GRADE
TRENCHING NOTES:
S REQUIREE
1. BELOW PAVED AREAS A MINIMUM
6"41.
OF 6" LAYER OF CLEAN EARTH
SHALL BE INSTALLED ABOVE AND
BELOW PIPING.
2. PROVIDE MINIMUM COVER OF 24"
NON PRESSURE
ON PRESSURE SUPPLY LINES 3"
AND LARGER,
CLEAN BACKFILL
PRESSURE SUPPLY LINE 3. WHEN USING RECLAIMED WATER,
` 2" OF CLEAN
MAINTAIN MINIMUM 10' HORIZONTAL
EART SEPARATION BETWEENPOTABLE
NT R I E ��f `�f''
AND RECLAIMED PRESSURE LINES.
WHERE LINES CROSS, PROVIDE PVC
SLEEVE FOR POTABLE LINE MINIMUM
V EACH SIDE OF RECLAIMED
WATER LINE.
SCALE: N.T.S.
28"
1 2
LEGEND:
1. RADIO ANTENNA - LOCATION PER CITY OR
MANUFACTURER'S RECOMMENDATIONS,
3 2. 24" FRONT ENTRY SATELLITE ASSEMBLY w/ NEMA 3R STAINLESS
STEEL RAINPROOF ENCLOSURE (UL LISTED), STRONGBOX
MODEL # SS-24SS/120V,
to
' 3. CONTROLLERISATELLITE PER FRONT VIEW
' 4 CONTROLLER DETAIL.
---� 4. METER SOCKET W/TEST BLOCKS.
4' 6
S. CLUSTER CONTROL UNIT OR SECOND
CONTROLLER/SATELLITE IF APPLICABLE.
' 6. LOAD CENTER
i2 7. POURED CONCRETE BASE.
z 8. #10 GROUND WIRE AND SLEEVE TO GROUND ROD CLAMP.
O
v9. CONDUIT(S) PER FRONT VIEW CONTROLLER
7 8 10 DETAIL.
v 9 „
CL
10.5/8" DIA, X 10' DRIVEN GROUND ROD PER
ac ••
ARTICLE 250.81 OF 1990 NEC.
OW- •c_: •.fir
37"
NOTE: SEE MATERIALS LIST LOCATED NEXT
TO EACH CONTROLLER ON SHEETS 1.1, 2, & 3,
[( IRRIGATION CONTROLLER - SIDE VIEW
i' SCALE: N.T.S.
NOTE:
BLOCKS SHOULD BE FOR MAINLINE 21/2" AND
LARGER, DO NOT USE SLIP AND BELL PVC
PIPING, THRUST BLOCKS SHALL INCLUDE #3
REBAR AROUND PIPE AND INTO THRi AT BLOCK,
LEGEND: \/
4. BUNDLE WIRES WITH TAPE EVERY 10'.
1. ROUND PLASTIC VALVE BOX & COVER MARKED "IRRIGATION GATE".
'G'
USE CHRISTY FL8 BOX & FL80 LID OR EQUAL,
CLEAN BACKFILL - SEE SPECS
2. FINISH GRADE,
SLEEVING NOTES:
3. GATE VALVE - SEE IRRIGATION LEGEND FOR MODEL#.
HARDSCAPING (SEE NOTE #4)
4. 3/4" WASHED CRUSHED AGGREGATE BASE, 1 CUBIC FOOT.
REQUIRED
5, SCH, 40 PVC MALE ADAPTORS.
1, ALL SLEEVES TO BE SCH, 40 PVC,
NOTE:
• .Q
PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX,
GATE
VALVE
SCALE: N.T.S.
28"
1 2
LEGEND:
1. RADIO ANTENNA - LOCATION PER CITY OR
MANUFACTURER'S RECOMMENDATIONS,
3 2. 24" FRONT ENTRY SATELLITE ASSEMBLY w/ NEMA 3R STAINLESS
STEEL RAINPROOF ENCLOSURE (UL LISTED), STRONGBOX
MODEL # SS-24SS/120V,
to
' 3. CONTROLLERISATELLITE PER FRONT VIEW
' 4 CONTROLLER DETAIL.
---� 4. METER SOCKET W/TEST BLOCKS.
4' 6
S. CLUSTER CONTROL UNIT OR SECOND
CONTROLLER/SATELLITE IF APPLICABLE.
' 6. LOAD CENTER
i2 7. POURED CONCRETE BASE.
z 8. #10 GROUND WIRE AND SLEEVE TO GROUND ROD CLAMP.
O
v9. CONDUIT(S) PER FRONT VIEW CONTROLLER
7 8 10 DETAIL.
v 9 „
CL
10.5/8" DIA, X 10' DRIVEN GROUND ROD PER
ac ••
ARTICLE 250.81 OF 1990 NEC.
OW- •c_: •.fir
37"
NOTE: SEE MATERIALS LIST LOCATED NEXT
TO EACH CONTROLLER ON SHEETS 1.1, 2, & 3,
[( IRRIGATION CONTROLLER - SIDE VIEW
i' SCALE: N.T.S.
NOTE:
BLOCKS SHOULD BE FOR MAINLINE 21/2" AND
LARGER, DO NOT USE SLIP AND BELL PVC
PIPING, THRUST BLOCKS SHALL INCLUDE #3
REBAR AROUND PIPE AND INTO THRi AT BLOCK,
SLEEVING/TRENCHING THRUST BL
LL/
r SCALE: N.T.S. .}` SCALE: N.T.S.
CITY CP POPHAMA, C LISWIVIA
4. BUNDLE WIRES WITH TAPE EVERY 10'.
SLEEVING:
'G'
PROJECT: SYCAMORE HILLS
CLEAN BACKFILL - SEE SPECS
SLEEVING NOTES:
FOR MATERIAL 90% COMPACTION
HARDSCAPING (SEE NOTE #4)
SOURCE OF INFORMATION: PEGGY
REQUIRED
1, ALL SLEEVES TO BE SCH, 40 PVC,
• .Q
2. EXTEND ALL SLEEVES 12" BEYOND
''•
VALVE STATION/GPM: STATION: WORST CASE
EDGE OF HARDSCAPING AT BOTH
ITEM:
P.S.I. LOSS:
ENDS.
PROVIDE 6" MIN. OF SAND
N
PRESSURE REGULATOR: 2" @ 50
BEDDING AND SHADDING
F
3. ROUTE SLEEVING AROUND HANDICAP
GPM
12.00
RAMPS.
NON -PRESSURE LATERAL--'
3.30
MASTER VALVE: 2" @ 50
LINE SLEEVE - SIZE TWICE
"'
4, PIPING UNDER PAVEMENT SUSCEPTIBLE
DIAMETER OF NON-
'
TO TRAFFIC LOADS REFER TO CITY
PRESSURE LATERAL LINE
1.80
STD, (24" MIN. TO 36" MAX. DEPTH TO
PRESSURE SUPPLY LINE SLEEVE -
CONTROL WIRE SLEEVE -
TOP OF PIPE BELOW STRUCTURAL
SIZE TWICE DIAMETER OF
SIZE PER PLAN, INSTALL
SECTION).
PRESSURE SUPPLY LINE
ADJACENT TO PRESSURE
11/4" 20 L.F. @ 24
GPM
SUPPLY LINE.
11/2" 20 L.F. @ 32
SLEEVING/TRENCHING THRUST BL
LL/
r SCALE: N.T.S. .}` SCALE: N.T.S.
$/4" ABOVE FINISH GRADE IN LAWN, WHEN LEGEND:
NECESSARY, AND 3" ABOVE FINISH GRADE
IN PLANTING AREAS, 1. ELECTRIC CONTROL VALVE,
2, RECTANGULAR VALVE BOX W/GREEN LEGEND,
15 16 13 1 2 4 BOLT -DOWN COVER, HEAT BRAND VALVE 1 2 r
STATION NO. & CONTROLLER LETTER ON LID 1. HI -POP SHRUB HEAD BODY SET 11/2" MINIMUM 1 µ ® r
IN 2" HIGH CHARACTERS. ABOVE FINISH GRADE.! MI
"
• 3. 2 CLEAR SPACE, 2. FINISH GRADE.
a I = 4. FINISH GRADE, 3. SCH. 40 PVC 90 DEGREE STREET ELL.
5. PVC MALE ADAPTER (TYP.) \ 4. MARLEX 90 DEGREE STREET ELL. _
12 11 5 6 6. PVC PIPE TO SPRINKLERS - ANGLE PIPE 5. SCH, 80 PVC NIPPLE TYPICAL (2) PLACES. L AND S C A ' P E
TO SPECIFIED DEPTH WITH 45 DEG. ELLS. 6. MARLEX 90 DEGREE STREET ELL,
ARCHITECTURE
7. COMMON BRICK (4 REQUIRED), z 7. NONPRESSURE LATERAL FITTING. �-
•
o 0 17 8, COMMON WIRE TO OTHER VALVES ON SAME SITE PLAN PSI I NG
C , . •� . . CONTROLLER. r 8, NON PRESSURE LATERALLINE, 10621 Church St., Suite 1 C16
+ 3 7 9. 3/4" CRUSHED ROCK, 8" DEEP. Rancho Cucamonga, CA 91730
(909) 484-2800
10, CONTROUCOMMON WIRES FROM CONTROLLER. Fax (909) 484-2802
s 11. PVC SCHEDULE 40 PIPE (TYP,)
Richard Krumwiede
"' CA Lic. #2834
��(� �� ���� 12. PVC SXS 90 DEG. ELL 3 NOTES: AZ Lia # 29115
14 10 \J NV Lic, #446
1, LOCATE HEAD 2" TO V FROM WALKS, CURBS TX Lic #1884
13, WIRE CONNECTOR, HARDSCAPING, MOW STRIPS, AND EDGES OF I, i 1, J
LAWN. �'J
f
14. MAINLINE FITTING W/SOLVENT•WELD OUTLET, `�
15. COIL WIRES PER SPECIFICATIONS AND WITH 24" LOOP. q 2. USE TEFLON TAPE ON ALL MALE THREADS. �4 N p S G A pF
3. INSTALL HEADS WITH INTERNAL CHECK VALVE 9
16. CHRIST LL I.D. TAG WNALVE STATION N0. & AND PRESSURE COMPENSATING FEATURE AS �� umH,� 9C'
CONTROLLER LETTER. 4'
8 7 6 5 PER THE IRRIGATION PLAN. 44�� yip
17, UNION 44
4, HEAD CONNECTION AT BOTTOM INLET ONLY, w
J
NOTE: gnatu
USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL
TO PVC MALE PIPE THREADS. + n `,a I D e A
(p� Dat O
OF CN
REMOTE CONTROL VALVE I - 12" POP-UP SPRAY HEAD
I
SCALE: N.T.S. SCALE: N.T.S.
{ LEGEND:
1, 4" DIA, STEEL POST CAP. SECURE TO PIPE. .
O 2. TIPPING BUCKET BRACKET. "
12 3, 1/2" DIA, FLEXIBLE ALL-WEATHER ELECTRICAL 2
4 CONDUIT, CONNECT BOX TO BOX. T-
LEGEND: Ci) M
6 g 4. TIPPING BUCKET RAIN GUAGE, INSTALL PER 12.1 1 3 1. 10"PLASTIC VALVE BOX WITH 2" LETTERS "Q,C," (;! M
MANUFACTURER'S RECOMMENDATIONS. I AND BOLT LOCK LID. Q G
5. 411 DIA. GALVANIZED STEEL PIPE POST, _ Ll.l
2 ill ��_����I= 2. 1/2" STAINLESS STEEL HOSE CLAMP. 3 REQUIRED. Q O
6. WEATHER-PROOF ELECTRICAL V BOX. DRILL VIII I'I�II �I'I�I�_II ¢ F.
1 DIA. HOLE THROUGH PIPE & MOUNT BOX i 3. QUICK COUPLING VALUE. TOP OF VALVE SHALL
TO PIPE. �����) =������ �����=��Ii w O
5 BE 2" BELOW VALVE BOX COVER. >� Q � x
('� O C?
7. SLOPE TOP OF FOOTING AWAY FROM PIPE. 12 4 4. BRASS NIPPLE, LENGTH AS REQUIRED, /'�-'� �=; = O_
T
-�+1^
y 8, FINISH SURFACE. 5. PRESSURE SUPPLY LINE, __• Q Uj M
r 9. NATURAL COMPACTED SOIL. 5 z
3'-4' MAX. 6, PRESSURE LINE FITTING. w W M
10. V DIA. ELECTRICAL PVC FROM PIPE TO ° I-^00
CONTROLLER, • ° W LLC'-!} �.
+ • � � 0 7. BRASS 90 DEGREE STREET ELL. �
o (!3
11 11. PROPOSED CONTROLLER ENCLOSURE, • ' o • • •. •• .o •• „• ° 8. BRASS NIPPLE, LENGTH AS REQUIRED. CC C 0)
12. STAINLESS STEEL HOSE CLAMPS, (2) EACH. wO
9: #4 REBAR STAKE 36" LONG, CLz Z
00
10. BRASS 90 DEGREE STREET ELL,
7 18" g NOTE: (=l
11. BRASS 90 DEGREE ELL. �
ACID WASH STEEL PIPE POST, STEEL POST CAP c'0
AND ELECTRICAL'J' BOX THOROUGHLY, PAINT 11 10 s 8 7 6 12. PEA GRAVEL, 2 CUBIC FEET MIN.
Q: Z WITH (1) COAT RUSTOLEUM PRIMER AND (2) COATS
OF FOREST GREEN EXTERIOR HIGH GLOSS PAINT,
C7: NOTE:
00
N PLACE PEA GRAVEL PRIOR TO INSTALLATION
e OF VALVE BOX.
ta•a = .
10
r rING BUCKET
SCALE: N.T.S.
570 SERIES PCD SCREEN SELECTION CHART
10
ff -eye' V14dag
{ " SCALE: N/A y '"3 SCALE: SCALE:
}
QUICK COUPLING VALVE Uj
C
jj 7
SCALE: N/A
/ 11ZR�G-�t'1o1 R
' SCALE:. N.T.S.
PROJECT: SYCAMORE HILLS BY: JDD -
STATIC PRESSURE HIGH: 108 LOW: 102
SOURCE OF INFORMATION: PEGGY
SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT
PHONE NUMBER: (909) 875-1804 f
VALVE STATION/GPM: STATION: C-2 GPM: 54
ITEM: P.S.I. LOSS:
WATER METER SIZE: 2" @ 54 GPM 2.20
PRESSURE REGULATOR: 2" @ 54 GPM 5.50
BACKFLOW DEVICE: 2" @ 54 GPM 13.00
FLOW SENSOR: 11/4" @ 54 GPM 3.90
MASTER VALVE: 2" @ 54 GPM .97
GATE VALVE(S): 1 3" @ 54 GPM 1.00
MAINLINE (CL. 315): 3" .835 L.F. Q 54 GPM 2.92
AUTOMATIC VALVE SIZE: 2" @ 54 GPM .97
LATERAL LINE SIZE: 3/4" 52 L.F. @ 8 GPM 1.4$
1" 36 L.F. @ 11 GPM .99
11/2" 14 L.F. @ 54 GPM .10
2" 5 L.F. @ 54 GPM .01
IRRIGATION HEAD PRESSURE: 30.00
SYSTEM LOSSES SUBTOTAL: 63.04
FITTING LOSSES (10% OF SUBTOTAL): 4.02
ELEVATION LOSSES/GAINS (ECFV. X.433) 6.54
TOTAL SYSTEM LOSSES: 73.60
AVAILABLE PRESSURE (LOW): � 102.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)28.40
'`CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN
PRESSURE OF 89 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS
NECESSARY.
PRESSURE LOSS CALCULATION
'C'
R)4 Y, LL�ZMA 41ra �' K -'RLI-714
.fes
CITY CP POPHAMA, C LISWIVIA
PRESSURE LOSS CALCULATION
'G'
PROJECT: SYCAMORE HILLS
BY: MLD
STATIC PRESSURE HIGH: 108
LOW: 102
SOURCE OF INFORMATION: PEGGY
DATE:
SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT
PHONE NUMBER: (909) 875-1804
CHECKED BY;
,PROVED BY' c
DATE: T'
VALVE STATION/GPM: STATION: WORST CASE
GPM: 50 (ASSUMED)
ITEM:
P.S.I. LOSS:
WATER METER SIZE: 2" @ 50
GPM
1.90
PRESSURE REGULATOR: 2" @ 50
GPM
4.00
BACKFLOW DEVICE: 2" @ 50
GPM
12.00
FLOW SENSOR: 11/4" @ 50
GPM
3.30
MASTER VALVE: 2" @ 50
GPM
.82
GATE VALVE(S): 2 3" @ 50
GPM
2.00
MAINLINE (CL. 315): 3" 620 L.F. @ 50
GPM
1.80
AUTOMATIC VALVE SIZE: 2 2 @ 50
GPM
.82
LATERAL LINE SIZE: 3/4"20 L.F. @ 8
GPM
.47
1" 20 L.F. @ 15
GPM
.55
11/4" 20 L.F. @ 24
GPM
.42
11/2" 20 L.F. @ 32
GPM
.38
211 10 L.F. @ 50
GPM
.14
IRRIGATION HEAD PRESSURE:
30.00
SYSTEM LOSSES SUBTOTAL:
58.60
FITTING LOSSES (10% OF SUBTOTAL}:
5.86
(ESTIMATED) ELEVATION LOSSES/GAINS (ELEV. X.433)
-6.80
TOTAL SYSTEM LOSSES:
71.26
AVAILABLE PRESSURE (LOW):
102.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE:
(+)30.74
*CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN
PRESSURE OF 87 PSI CONTRACTOR TO FIELD ADJUST
REGULATOR AS
NECESSARY.
PRESSURE LOSS CALCULATION
'G'
$/4" ABOVE FINISH GRADE IN LAWN, WHEN LEGEND:
NECESSARY, AND 3" ABOVE FINISH GRADE
IN PLANTING AREAS, 1. ELECTRIC CONTROL VALVE,
2, RECTANGULAR VALVE BOX W/GREEN LEGEND,
15 16 13 1 2 4 BOLT -DOWN COVER, HEAT BRAND VALVE 1 2 r
STATION NO. & CONTROLLER LETTER ON LID 1. HI -POP SHRUB HEAD BODY SET 11/2" MINIMUM 1 µ ® r
IN 2" HIGH CHARACTERS. ABOVE FINISH GRADE.! MI
"
• 3. 2 CLEAR SPACE, 2. FINISH GRADE.
a I = 4. FINISH GRADE, 3. SCH. 40 PVC 90 DEGREE STREET ELL.
5. PVC MALE ADAPTER (TYP.) \ 4. MARLEX 90 DEGREE STREET ELL. _
12 11 5 6 6. PVC PIPE TO SPRINKLERS - ANGLE PIPE 5. SCH, 80 PVC NIPPLE TYPICAL (2) PLACES. L AND S C A ' P E
TO SPECIFIED DEPTH WITH 45 DEG. ELLS. 6. MARLEX 90 DEGREE STREET ELL,
ARCHITECTURE
7. COMMON BRICK (4 REQUIRED), z 7. NONPRESSURE LATERAL FITTING. �-
•
o 0 17 8, COMMON WIRE TO OTHER VALVES ON SAME SITE PLAN PSI I NG
C , . •� . . CONTROLLER. r 8, NON PRESSURE LATERALLINE, 10621 Church St., Suite 1 C16
+ 3 7 9. 3/4" CRUSHED ROCK, 8" DEEP. Rancho Cucamonga, CA 91730
(909) 484-2800
10, CONTROUCOMMON WIRES FROM CONTROLLER. Fax (909) 484-2802
s 11. PVC SCHEDULE 40 PIPE (TYP,)
Richard Krumwiede
"' CA Lic. #2834
��(� �� ���� 12. PVC SXS 90 DEG. ELL 3 NOTES: AZ Lia # 29115
14 10 \J NV Lic, #446
1, LOCATE HEAD 2" TO V FROM WALKS, CURBS TX Lic #1884
13, WIRE CONNECTOR, HARDSCAPING, MOW STRIPS, AND EDGES OF I, i 1, J
LAWN. �'J
f
14. MAINLINE FITTING W/SOLVENT•WELD OUTLET, `�
15. COIL WIRES PER SPECIFICATIONS AND WITH 24" LOOP. q 2. USE TEFLON TAPE ON ALL MALE THREADS. �4 N p S G A pF
3. INSTALL HEADS WITH INTERNAL CHECK VALVE 9
16. CHRIST LL I.D. TAG WNALVE STATION N0. & AND PRESSURE COMPENSATING FEATURE AS �� umH,� 9C'
CONTROLLER LETTER. 4'
8 7 6 5 PER THE IRRIGATION PLAN. 44�� yip
17, UNION 44
4, HEAD CONNECTION AT BOTTOM INLET ONLY, w
J
NOTE: gnatu
USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL
TO PVC MALE PIPE THREADS. + n `,a I D e A
(p� Dat O
OF CN
REMOTE CONTROL VALVE I - 12" POP-UP SPRAY HEAD
I
SCALE: N.T.S. SCALE: N.T.S.
{ LEGEND:
1, 4" DIA, STEEL POST CAP. SECURE TO PIPE. .
O 2. TIPPING BUCKET BRACKET. "
12 3, 1/2" DIA, FLEXIBLE ALL-WEATHER ELECTRICAL 2
4 CONDUIT, CONNECT BOX TO BOX. T-
LEGEND: Ci) M
6 g 4. TIPPING BUCKET RAIN GUAGE, INSTALL PER 12.1 1 3 1. 10"PLASTIC VALVE BOX WITH 2" LETTERS "Q,C," (;! M
MANUFACTURER'S RECOMMENDATIONS. I AND BOLT LOCK LID. Q G
5. 411 DIA. GALVANIZED STEEL PIPE POST, _ Ll.l
2 ill ��_����I= 2. 1/2" STAINLESS STEEL HOSE CLAMP. 3 REQUIRED. Q O
6. WEATHER-PROOF ELECTRICAL V BOX. DRILL VIII I'I�II �I'I�I�_II ¢ F.
1 DIA. HOLE THROUGH PIPE & MOUNT BOX i 3. QUICK COUPLING VALUE. TOP OF VALVE SHALL
TO PIPE. �����) =������ �����=��Ii w O
5 BE 2" BELOW VALVE BOX COVER. >� Q � x
('� O C?
7. SLOPE TOP OF FOOTING AWAY FROM PIPE. 12 4 4. BRASS NIPPLE, LENGTH AS REQUIRED, /'�-'� �=; = O_
T
-�+1^
y 8, FINISH SURFACE. 5. PRESSURE SUPPLY LINE, __• Q Uj M
r 9. NATURAL COMPACTED SOIL. 5 z
3'-4' MAX. 6, PRESSURE LINE FITTING. w W M
10. V DIA. ELECTRICAL PVC FROM PIPE TO ° I-^00
CONTROLLER, • ° W LLC'-!} �.
+ • � � 0 7. BRASS 90 DEGREE STREET ELL. �
o (!3
11 11. PROPOSED CONTROLLER ENCLOSURE, • ' o • • •. •• .o •• „• ° 8. BRASS NIPPLE, LENGTH AS REQUIRED. CC C 0)
12. STAINLESS STEEL HOSE CLAMPS, (2) EACH. wO
9: #4 REBAR STAKE 36" LONG, CLz Z
00
10. BRASS 90 DEGREE STREET ELL,
7 18" g NOTE: (=l
11. BRASS 90 DEGREE ELL. �
ACID WASH STEEL PIPE POST, STEEL POST CAP c'0
AND ELECTRICAL'J' BOX THOROUGHLY, PAINT 11 10 s 8 7 6 12. PEA GRAVEL, 2 CUBIC FEET MIN.
Q: Z WITH (1) COAT RUSTOLEUM PRIMER AND (2) COATS
OF FOREST GREEN EXTERIOR HIGH GLOSS PAINT,
C7: NOTE:
00
N PLACE PEA GRAVEL PRIOR TO INSTALLATION
e OF VALVE BOX.
ta•a = .
10
r rING BUCKET
SCALE: N.T.S.
570 SERIES PCD SCREEN SELECTION CHART
10
ff -eye' V14dag
{ " SCALE: N/A y '"3 SCALE: SCALE:
}
QUICK COUPLING VALVE Uj
C
jj 7
SCALE: N/A
/ 11ZR�G-�t'1o1 R
' SCALE:. N.T.S.
PROJECT: SYCAMORE HILLS BY: JDD -
STATIC PRESSURE HIGH: 108 LOW: 102
SOURCE OF INFORMATION: PEGGY
SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT
PHONE NUMBER: (909) 875-1804 f
VALVE STATION/GPM: STATION: C-2 GPM: 54
ITEM: P.S.I. LOSS:
WATER METER SIZE: 2" @ 54 GPM 2.20
PRESSURE REGULATOR: 2" @ 54 GPM 5.50
BACKFLOW DEVICE: 2" @ 54 GPM 13.00
FLOW SENSOR: 11/4" @ 54 GPM 3.90
MASTER VALVE: 2" @ 54 GPM .97
GATE VALVE(S): 1 3" @ 54 GPM 1.00
MAINLINE (CL. 315): 3" .835 L.F. Q 54 GPM 2.92
AUTOMATIC VALVE SIZE: 2" @ 54 GPM .97
LATERAL LINE SIZE: 3/4" 52 L.F. @ 8 GPM 1.4$
1" 36 L.F. @ 11 GPM .99
11/2" 14 L.F. @ 54 GPM .10
2" 5 L.F. @ 54 GPM .01
IRRIGATION HEAD PRESSURE: 30.00
SYSTEM LOSSES SUBTOTAL: 63.04
FITTING LOSSES (10% OF SUBTOTAL): 4.02
ELEVATION LOSSES/GAINS (ECFV. X.433) 6.54
TOTAL SYSTEM LOSSES: 73.60
AVAILABLE PRESSURE (LOW): � 102.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)28.40
'`CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN
PRESSURE OF 89 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS
NECESSARY.
PRESSURE LOSS CALCULATION
'C'
R)4 Y, LL�ZMA 41ra �' K -'RLI-714
.fes
CITY CP POPHAMA, C LISWIVIA
DRAWN BY:
MLD/JDD
SYCAMORE HILLS
TRACT. f's 16074 & 16232
SCALE:
AS SHOWN
DESIGNED BY:
KPF
COMMUNITY FACT ,q I• .- DISTRICT
DATE:
6/20/02
CHECKED BY;
,PROVED BY' c
DATE: T'
r
$/4" ABOVE FINISH GRADE IN LAWN, WHEN LEGEND:
NECESSARY, AND 3" ABOVE FINISH GRADE
IN PLANTING AREAS, 1. ELECTRIC CONTROL VALVE,
2, RECTANGULAR VALVE BOX W/GREEN LEGEND,
15 16 13 1 2 4 BOLT -DOWN COVER, HEAT BRAND VALVE 1 2 r
STATION NO. & CONTROLLER LETTER ON LID 1. HI -POP SHRUB HEAD BODY SET 11/2" MINIMUM 1 µ ® r
IN 2" HIGH CHARACTERS. ABOVE FINISH GRADE.! MI
"
• 3. 2 CLEAR SPACE, 2. FINISH GRADE.
a I = 4. FINISH GRADE, 3. SCH. 40 PVC 90 DEGREE STREET ELL.
5. PVC MALE ADAPTER (TYP.) \ 4. MARLEX 90 DEGREE STREET ELL. _
12 11 5 6 6. PVC PIPE TO SPRINKLERS - ANGLE PIPE 5. SCH, 80 PVC NIPPLE TYPICAL (2) PLACES. L AND S C A ' P E
TO SPECIFIED DEPTH WITH 45 DEG. ELLS. 6. MARLEX 90 DEGREE STREET ELL,
ARCHITECTURE
7. COMMON BRICK (4 REQUIRED), z 7. NONPRESSURE LATERAL FITTING. �-
•
o 0 17 8, COMMON WIRE TO OTHER VALVES ON SAME SITE PLAN PSI I NG
C , . •� . . CONTROLLER. r 8, NON PRESSURE LATERALLINE, 10621 Church St., Suite 1 C16
+ 3 7 9. 3/4" CRUSHED ROCK, 8" DEEP. Rancho Cucamonga, CA 91730
(909) 484-2800
10, CONTROUCOMMON WIRES FROM CONTROLLER. Fax (909) 484-2802
s 11. PVC SCHEDULE 40 PIPE (TYP,)
Richard Krumwiede
"' CA Lic. #2834
��(� �� ���� 12. PVC SXS 90 DEG. ELL 3 NOTES: AZ Lia # 29115
14 10 \J NV Lic, #446
1, LOCATE HEAD 2" TO V FROM WALKS, CURBS TX Lic #1884
13, WIRE CONNECTOR, HARDSCAPING, MOW STRIPS, AND EDGES OF I, i 1, J
LAWN. �'J
f
14. MAINLINE FITTING W/SOLVENT•WELD OUTLET, `�
15. COIL WIRES PER SPECIFICATIONS AND WITH 24" LOOP. q 2. USE TEFLON TAPE ON ALL MALE THREADS. �4 N p S G A pF
3. INSTALL HEADS WITH INTERNAL CHECK VALVE 9
16. CHRIST LL I.D. TAG WNALVE STATION N0. & AND PRESSURE COMPENSATING FEATURE AS �� umH,� 9C'
CONTROLLER LETTER. 4'
8 7 6 5 PER THE IRRIGATION PLAN. 44�� yip
17, UNION 44
4, HEAD CONNECTION AT BOTTOM INLET ONLY, w
J
NOTE: gnatu
USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL
TO PVC MALE PIPE THREADS. + n `,a I D e A
(p� Dat O
OF CN
REMOTE CONTROL VALVE I - 12" POP-UP SPRAY HEAD
I
SCALE: N.T.S. SCALE: N.T.S.
{ LEGEND:
1, 4" DIA, STEEL POST CAP. SECURE TO PIPE. .
O 2. TIPPING BUCKET BRACKET. "
12 3, 1/2" DIA, FLEXIBLE ALL-WEATHER ELECTRICAL 2
4 CONDUIT, CONNECT BOX TO BOX. T-
LEGEND: Ci) M
6 g 4. TIPPING BUCKET RAIN GUAGE, INSTALL PER 12.1 1 3 1. 10"PLASTIC VALVE BOX WITH 2" LETTERS "Q,C," (;! M
MANUFACTURER'S RECOMMENDATIONS. I AND BOLT LOCK LID. Q G
5. 411 DIA. GALVANIZED STEEL PIPE POST, _ Ll.l
2 ill ��_����I= 2. 1/2" STAINLESS STEEL HOSE CLAMP. 3 REQUIRED. Q O
6. WEATHER-PROOF ELECTRICAL V BOX. DRILL VIII I'I�II �I'I�I�_II ¢ F.
1 DIA. HOLE THROUGH PIPE & MOUNT BOX i 3. QUICK COUPLING VALUE. TOP OF VALVE SHALL
TO PIPE. �����) =������ �����=��Ii w O
5 BE 2" BELOW VALVE BOX COVER. >� Q � x
('� O C?
7. SLOPE TOP OF FOOTING AWAY FROM PIPE. 12 4 4. BRASS NIPPLE, LENGTH AS REQUIRED, /'�-'� �=; = O_
T
-�+1^
y 8, FINISH SURFACE. 5. PRESSURE SUPPLY LINE, __• Q Uj M
r 9. NATURAL COMPACTED SOIL. 5 z
3'-4' MAX. 6, PRESSURE LINE FITTING. w W M
10. V DIA. ELECTRICAL PVC FROM PIPE TO ° I-^00
CONTROLLER, • ° W LLC'-!} �.
+ • � � 0 7. BRASS 90 DEGREE STREET ELL. �
o (!3
11 11. PROPOSED CONTROLLER ENCLOSURE, • ' o • • •. •• .o •• „• ° 8. BRASS NIPPLE, LENGTH AS REQUIRED. CC C 0)
12. STAINLESS STEEL HOSE CLAMPS, (2) EACH. wO
9: #4 REBAR STAKE 36" LONG, CLz Z
00
10. BRASS 90 DEGREE STREET ELL,
7 18" g NOTE: (=l
11. BRASS 90 DEGREE ELL. �
ACID WASH STEEL PIPE POST, STEEL POST CAP c'0
AND ELECTRICAL'J' BOX THOROUGHLY, PAINT 11 10 s 8 7 6 12. PEA GRAVEL, 2 CUBIC FEET MIN.
Q: Z WITH (1) COAT RUSTOLEUM PRIMER AND (2) COATS
OF FOREST GREEN EXTERIOR HIGH GLOSS PAINT,
C7: NOTE:
00
N PLACE PEA GRAVEL PRIOR TO INSTALLATION
e OF VALVE BOX.
ta•a = .
10
r rING BUCKET
SCALE: N.T.S.
570 SERIES PCD SCREEN SELECTION CHART
10
ff -eye' V14dag
{ " SCALE: N/A y '"3 SCALE: SCALE:
}
QUICK COUPLING VALVE Uj
C
jj 7
SCALE: N/A
/ 11ZR�G-�t'1o1 R
' SCALE:. N.T.S.
PROJECT: SYCAMORE HILLS BY: JDD -
STATIC PRESSURE HIGH: 108 LOW: 102
SOURCE OF INFORMATION: PEGGY
SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT
PHONE NUMBER: (909) 875-1804 f
VALVE STATION/GPM: STATION: C-2 GPM: 54
ITEM: P.S.I. LOSS:
WATER METER SIZE: 2" @ 54 GPM 2.20
PRESSURE REGULATOR: 2" @ 54 GPM 5.50
BACKFLOW DEVICE: 2" @ 54 GPM 13.00
FLOW SENSOR: 11/4" @ 54 GPM 3.90
MASTER VALVE: 2" @ 54 GPM .97
GATE VALVE(S): 1 3" @ 54 GPM 1.00
MAINLINE (CL. 315): 3" .835 L.F. Q 54 GPM 2.92
AUTOMATIC VALVE SIZE: 2" @ 54 GPM .97
LATERAL LINE SIZE: 3/4" 52 L.F. @ 8 GPM 1.4$
1" 36 L.F. @ 11 GPM .99
11/2" 14 L.F. @ 54 GPM .10
2" 5 L.F. @ 54 GPM .01
IRRIGATION HEAD PRESSURE: 30.00
SYSTEM LOSSES SUBTOTAL: 63.04
FITTING LOSSES (10% OF SUBTOTAL): 4.02
ELEVATION LOSSES/GAINS (ECFV. X.433) 6.54
TOTAL SYSTEM LOSSES: 73.60
AVAILABLE PRESSURE (LOW): � 102.00
(-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)28.40
'`CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN
PRESSURE OF 89 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS
NECESSARY.
PRESSURE LOSS CALCULATION
'C'
R)4 Y, LL�ZMA 41ra �' K -'RLI-714
.fes
A1� / -au -mss
/.
J- -
w0w
MLD/JDD
{
8/19/02
AS SHOWN
0015-5
U-2
OF SHTS.
CITY CP POPHAMA, C LISWIVIA
DRAWN BY:
MLD/JDD
SYCAMORE HILLS
TRACT. f's 16074 & 16232
SCALE:
AS SHOWN
DESIGNED BY:
KPF
COMMUNITY FACT ,q I• .- DISTRICT
DATE:
6/20/02
CHECKED BY;
,PROVED BY' c
DATE: T'
DWG. NO.:
112
RWK
3230
19
-.ate ITY ENGINEER R.U. 51152 EXP. DATE 12/31/02
A1� / -au -mss
/.
J- -
w0w
MLD/JDD
{
8/19/02
AS SHOWN
0015-5
U-2
OF SHTS.