HomeMy WebLinkAbout3256-5NOTE:
USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL
TO PVC MALE PIPE THREADS.
IMIALM
1•11:
. • e
SCALE: N.T.S.
"I
NON -PRESSURE
LAT-RALATPRAL LINE
CLEAN BACKFILL -
CLEAN BACKFILL - SEE SPECS
FOR MATERIAL 90% COMPACTION
REQUIRED
PROVIDE 6" MIN. OF SAND _
BEDDING AND SHADDING
NON -PRESSURE LATERAL -
LINE SLEEVE - SIZE TWICE
DIAMETER OF NON-
PRESSURE LATERAL LINE
PRESSURE SUPPLY LINE SLEEVE -
SIZE TWICE DIAMETER OF
PRESSURE SUPPLY LINE
z
ro
r
Y
(SEE NOTE #4)
z
v
N
CONTROL WIRE SLEEVE -
SIZE PER PLAN, INSTALL
ADJACENT TO PRESSURE
SUPPLY LINE.
LEGEND:
1, ELECTRIC CONTROL VALVE,
2. RECTANGULAR VALVE BOX W/GREEN
BOLT -DOWN COVER, HEAT BRAND VALVE
STATION N0. & 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).
S. COMMON WIRE TO OTHER VALVES ON SAME
CONTROLLER.
9. 3/4" CRUSHED ROCK, 8" DEEP.
10. CONTROLICOMMON WIRES FROM CONTROLLER.
11. PVC SCHEDULE 40 PIPE (fYP)
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 NO. &
CONTROLLER LETTER.
17. UNION
TRENCHING NOTES:
1. BELOW PAVED AREAS A MINIMUM
OF 6" LAYER OF CLEAN EARTH
SHALL BE INSTALLED ABOVE AND
BELOW PIPING.
2. PROVIDE MINIMUM COVER OF 24"
ON PRESSURE SUPPLY LINES 3"
AND LARGER.
3. WHEN USING RECLAIMED WATER,
MAINTAIN MINIMUM 10' HORIZONTAL
SEPARATION BETWEENPOTABLE
AND RECLAIMED PRESSURE LINES.
WHERE LINES CROSS, PROVIDE PVC
SLEEVE FOR POTABLE LINE MINIMUM
V EACH SIDE OF RECLAIMED
WATER LINE,
4, BUNDLE WIRES WITH TAPE EVERY 10'.
SLEEVING NOTES:
1. ALL SLEEVES TO BE SCH. 40 PVC,
2. EXTEND ALL SLEEVES 12" BEYOND
EDGE OF HARDSCAPING AT BOTH
ENDS.
3. ROUTE SLEEVING AROUND HANDICAP
RAMPS.
4. PIPING UNDER PAVEMENT SUSCEPTIBLE
TO TRAFFIC LOADS REFER TO CITY
STD. (24" MIN. TO 36" MAX. DEPTH TO
TOP OF PIPE BELOW STRUCTURAL
SECTION).
TRENCHING /SLEEVING
SCALE: N.T.S.
SCALE:
SCALE: N.T.S.
SCALE:
SCALE:
LEGEND:
1. POP-UP SPRAY HEAD(3/4" ABOVE GRADE),
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" 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.
LEGEND:
9 REQUIRED.
.VE SHALL
SCALE: N.T.S.
SCALE:
SCALE:
SCALE: %LF -SCALE: SCALE:
570 SERIES PCD SCREEN SELECTION CHART
SCALE: N/A
SCALE:
SCALE:
SCALE:
PROJECT: SUMMIT HEIGHTS 2 EASEMENT
LANDSCAPE
BY: JDD
STATIC PRESSURE HIGH:
104
SITE PLANNING
LOW: 94
SOURCE OF INFORMATION: KEITH HUESTON
1.20
10621 Church St., Suite 106
SUPPLIER: SAN GABRIEL WATER DISTRICT
Rancho Cucamonga, CA 91730
1.00
PHONE NUMBER: (626) 488-6183
4.84
Fax (909) 464-2802
`."
1.00Z
VALVE STATION/GPM: STATION: A2-24
1.71
GPM: 30
ITEM:
�'n TX. Lic. #1884
D.0
Q N
WATER METER SIZE:
2" @
30
GPM
BACKFLOW DEVICE:
11/2" @
30
GPM
FLOW SENSOR:
11/4" @
30
GPM
MASTER VALVE:
11/2" @
30
GPM
GATE VALVE(S): 1
21/2" @
30
GPM
MAINLINE (CL. 315): 21/2"
1614 L.F. 0
30
GPM
AUTOMATIC VALVE SIZE:
11/2" 0
30
GPM
LATERAL LINE SIZE: 3/4"
60 L.F. 0
8
GPM
1"
3 L.F. @
15
GPM
11/2"
4 L.F. 0
30
GPM
IRRIGATION HEAD PRESSURE:
SYSTEM LOSSES SUBTOTAL:
FITTING LOSSES (10% OF SUBTOTAL):
ELEVATION LOSSES/GAINS (ELEV. X.433)
TOTAL SYSTEM LOSSES:
AVAILABLE PRESSURE (LOW):
(-) DEFICIT OR (+) RESIDUAL PRESSURE:
SCALE: N/A
SCALE:
SCALE:
l
CITY OF FO 'TANA, CALIFORNIA
LANDSCAPE
P.S.I. LOSS:
ARCHITECTURE
0.00
SITE PLANNING
12.00
KPF
1.20
10621 Church St., Suite 106
1.00
Rancho Cucamonga, CA 91730
1.00
(909) 484-2800
4.84
Fax (909) 464-2802
`."
1.00Z
I. Richard Krumwiede
JOCA Lic. #2834
1.71
AZ Lic. # 29115
NV Lic. # 446
+�"..
0.83
�'n TX. Lic. #1884
D.0
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24.24
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DRAWN BY:
MLD
SUMMIT HEIGHTS
UTILITY CORRIDOR (SUMMIT AVENUE)
SCALE:
AS SHOWN
DESIGNED BY:
DATE:
KPF
.--C9MMUN1TY/FACILITIES DISTRICT
3/6/02
CHECKED BY:APP
ED BY:
4n,13ATE:
DWG. NO.:
5
JAF
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CITE' ENGINEER R.C.E. 51152 EXP. DATE 12/31/02
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REVISIONS
JDD
8/13/02
AS SHOWN
0145-3
D-2
OF SHTS.
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8/13/02
AS SHOWN
0145-3
D-2
OF SHTS.