HomeMy WebLinkAbout3750-8PROFESSIONAL
DES16N
ASSOCIATES
Landscape Architects
1793 W. Arrow Highway
Upland, California 91786-4297
(909) 949-6159 / fax (909) 985-3405
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RISER FOR DEGREE OF SLOPE
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PUSt1 WIRES TO ENP OF 15ASE SOCKET
TO ASSURE COMPLETE SEALING OF
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FINISH GRADE (FLUSH IN LAWN 2" IN G.G.) 9 PVC MAINLINE (INLET) PER PLAN
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12" MIN.
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CONTROL WIRES W/5'—d' MIN. LONG
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WIRES 0 10' O4, TO PRESSURE
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I 2 � 6 A 5 TAPE WIRES TO RISER.
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SUPPLY LINE AND PROVIDE A 24"
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2
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CHANCES IN DIRECTION..
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PAVING OR WALL
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SPEGs.).
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_ _ _ STANDARVS FOR DEPTH, 6AGKFLL
111. ll—III_
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FOR S+OD LAWN AN® 1 1/2..
—III—III I=11=1
MATERIALS AND COMPACTION
1
FOR ALL OCHER PLANTED AREAS.
5� FLUSH IN LAWN / 2" IN GROUNDGOVER.
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:III—III 1=111,„
, REQUNREMENTS.
POP—UP SPRAY HEAD
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PVC, SGH AO ELL
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THAN I/2.' WITHIN 6" OF PIPE ALL
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5 PVC, SGH qo STREET ELL NIAP.LEX
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MINIUS, AND COMPACTED 6L" THAT
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60 PVG SGti q0 TEE OR ELL
PV $p MALE ADAPTER.
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II PVC, LATERAL PER PLAN.
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LABEL UP.
(LENGTH AS REQUIRED, 6" MIN.)
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12 II 14 9 9 I3 MIN. " DEPTH OF 5/4" WASt1ED PEA
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5. ALL, PACK FILL IS TO DE
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NOTES:
GRAVEL.
INSTALL ONE VALVE PER 130( PLACED IN SH" AREAS O PVC, MAINLINE PER PLAN.
SATURATED AND COMPACTED TO W%-—
—
USE TEFLON TAPE ON ALL ThI UXP FITTING
50 DIRECT pURIAL WIRE TO CONTROLLER AND
VALVES
®UNION
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6 GLEAN $AGKFILL
if. SNAKE ALL PIPE IN TRENCH.
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2
2 QUICK -COUPLING VALVE: f V FROM
HARPS6APE
010' PLASTIC VALVE DX W/ LOKINCI
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LID MARKED "GAG" IN 2" LETTERS
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ID POP --UP GEAR DRIVEN
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SPRINV..ER PER
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IRRIGATION LEGEND
S/gGRAVEL
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bO PVC, LATERAL LINE ANP
GALVANIZED STEEL MAINLINE
FITTING
PIPE AND I I/q" UVR PVG WIRE
O7 FINISH GRADE
SLEEVE ADJACENT TO
®$BASS ELL W/ SCH $0 TH. NIP,
GALVANIZED MAINLINE.
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II #4 24" RE AR STAKE W_/
2 STAINLESS STEEL GEAR
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,.
1. LEAVE TOP OF ROTOR 1 .1/2
CLAMPS ORE VALENT
5(�'F'ORT SYSTEM
HIGH IN PLANTED/MULCHED AREAS.
II 7 Io 9 $ 10
'
2. INSTALL CHEM VALVES TO
PREVENT LON HEAD DRAINAGE.
I. FURNISH FITTING AND PIPING NOMINALLY SIZED IDENTICAL TO
5
NOMINAL. QUICK GOU'LWIV VALVE INLET SIZE.
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2. TEFLON TAPE ON ALL THREADS.
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POP-UPROTOR
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2 5 GEAR DRIVEN SPRINKLER:
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PER LEGEND
O GRROWNLINE'" WR SCH $O
PLNIPE
(LENGTH AS REQUIRED)
O5 PVC SGH AO ELL
O6 PVC SCH 40 STREET ELL
PVG aGH 40 TEE OR ELL
IIS ISI -
$ PVG LATERAL PIPE
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.III=1 -I 1=III-
5
NOT'E:
7 I. RK&ID RF5ER ON SLOPES ONLY
ALL OTHERS POP-UP HEADS.
2. INSTALL CHECK VALVES WHEN
CITY OF FONTANA
I
SPECIF16,ATIONS IRRIGATION "C,
MATERIAL NOTES" ITEM #15)
DRAWN BY: SCALE:
ENTRY LAYOUT PLAN
A
�H N/S
$
5. TO DE INSTALLED ON SLOPES
TRACT NO. --184
ONLY, AND NOT TO W_ INSTALLED
DESIGNED BY:
DATE:
NEXT TO SIDEWALKS.
6/25/04
CHECKED BY: APPROVED: Z JOB N0. g
JW 3750 13
ROTOR Risen
CITY ENGINEER ER R.C. 115
PROFESSIONAL
DES16N
ASSOCIATES
Landscape Architects
1793 W. Arrow Highway
Upland, California 91786-4297
(909) 949-6159 / fax (909) 985-3405
SHEET TITLE
IRRIGATION
DETAILS
All designs and ideas contoined Within these
droWings ore the property of P.D.A..
Professionol Design Associotes. P.D.A.
hereby reserves its common Io* copyright
and other property rights in these pions.
These pions sholl not be reproduced,
chonged, ossigned. or copied in ony form.
Any chonges mode by porties other thon
P.D.K. Without first obtoining the Written
permission and consent of P.D.A.. sholl
relieve P.D.A. of responsibility for the
project of effected portion thereof.
\,P,NDSCAPF
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1 -407
•Or FZe �e
ST Dote, �P
4lf OF r_M,\F
SCALE N.T.S.
DATE 6-25-04
DRAWN BY JYkN
1 Per Coity 7-7-04 (LH)
Per Gity 12- 1-04 GLH)
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SHEET TITLE
IRRIGATION
DETAILS
All designs and ideas contoined Within these
droWings ore the property of P.D.A..
Professionol Design Associotes. P.D.A.
hereby reserves its common Io* copyright
and other property rights in these pions.
These pions sholl not be reproduced,
chonged, ossigned. or copied in ony form.
Any chonges mode by porties other thon
P.D.K. Without first obtoining the Written
permission and consent of P.D.A.. sholl
relieve P.D.A. of responsibility for the
project of effected portion thereof.
\,P,NDSCAPF
_c' P N 41 3 ��
J
g ure
1 -407
•Or FZe �e
ST Dote, �P
4lf OF r_M,\F
SCALE N.T.S.
DATE 6-25-04
DRAWN BY JYkN
1 Per Coity 7-7-04 (LH)
Per Gity 12- 1-04 GLH)
0