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1. FINISH GRADE 2
OOIVO. WALK 14" VALVE BOX MARKED W/�y 2" 2. RUBBER COVER
LETTERS READING Q4C. QUICK COUPLER VALVE 5
R CURE 1 1 /2== 1W/ LOCKING SOLT LILT 3. POP-UP ROTOR 1 �� g O 52„
TORO SENTINEL
IRRIGATION CONTROLLER
F
CIRCUIT BREAKERS
N
CUSTOMER SIDE
5
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. 12" MIN. FROM I €7SCAPE MATERIALS 9911" Ll FRONT
' - 4. 1 PVC STREET ELL
FINISH tI GRACE FINISH GRAD
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194 Q-0 Q 5 198 PVC SCH 80 NIPPLE (LENGTH O TOP VIEW
AS REQUIRED) G)
fi .. ' 6" MIN PEA GRAVEi. is - 6. 1"n PVC STREET ELL
-- HI POP' SHRUB HEAD � _� _ `.� ` ,
13RASS STREET ELL'TYP: z X R> off BRIG 7. PVC TEE 3
RASS NIPPLE r MIN 8. PVC LATERAL PIPE � - 12 O O
12"20"
0
0
00
00
i4
0 0 Q
0
L_ J
V. DISTANCE FROM TOP OFI-
- -
FVC sloe 40 TEE OR ELL SPRINKLER HEAD TO FINISH ,3 qtI-I I - -
LATERAL LIME SIZE TO BE NOTED ON PLAN FVC STREET ELS. GRADE SHALL BE 1°n IN TURFIII= :ELI _ - _
3 MIN. #4 REL�AR ATTACH AREAS AND 1 1/2" IN SHRUB III =I 10 -III-III -
III-,-II I I ; 1-1 I _ - I I_-1 � r
1I t
LATEi AL LINE tNITI-I �4" i° W/(2) STAINLESS STEEL SANDS /
l� PVC TEE OR ELL AREAS
DOUBLE SWING JOINT 6 4 FRONT VIEW SIDE VIEW
.:
2 EA. PVC .STEE�aOTE: T ELLS 5
USE TEFLON TAPE ON ALL THREADED FITTINGS
1. STRONGBOX METERED ENCLOSURE 9. FINISH GRADE.
STAINLESS STEEL NEMA 3R 10UNDERGROUND SERVICE
I NOTE: MPE-A16-1 OKAIC 1-800-729-1314. 99
INSTALL HI --POP IRR. HEAD 1 1/2,, . .
ABOVE �F:O. 1 1. METER VIEWING WINDOW 299 X 4
s€ F.O.:. V BELOW HARDSCAPE
r, 1 1�' 2. HINGED REMOVABLE LID. 12, 31899 STAINLESS ANCHOR BOLTS.
INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE 3. METER SOCKET WITH TEST BLOCKS. 13. STAINLESS MOUNTING BASE
7 4. LOAD CENTER. IN CONCRETE.
II
5. LANDING LUGS, 14, SB-1852SS STAINLESS CUSTOMER
I NOTE: 6. LANDING LUG COMPARTMENT. ENCLOSURE
I
1, USE POP-UP SPRINKLER HEADS ADJACENT TO EDGEN OF 7. LOAD CENTER COMPARTMENT. 15. TORO SENTINEL IRRIGATION
8, POURED CONCRETE BASE - 6" CONTROLLER PER LANDSCAPE
HARDSCAPE.
MIN. THICKNESS - EXTEND 6n'
2. USE TEFLON TAPE ON ALL SWING JOINT THREADS, ARCHITECTURAL PLAN
�ofESSIAPPROVED BY; V g4f>sssQ A �� I e BEYOND OUTSIDE DIMENSIONS 8c SPECIFICATIONS.
E rf O F �1TAN� r,� � �e � CITY OF FONTANA
, � OF ENCLOSURE WITH 1/2% 16. THIS REFERENCE FROM DETAIL
I _ NEOR DAM SLOPE FOR DRAINAGE.
Ila, 251;28 �' t�; �5t�6
RowE H! 'OP 5HRU15 HEAD ROBERT W. WEIDDLE QUICK COUPLER � SHEET C-805,
� £IIF., 12/31 101 - - � ExP. I$ JI o1 � o
POP UP ROTO
OPAWN r� TIIvSDTHY lA�aTEI t j oC� 1°. i�M{3TH` RAS i SRT 2- A 1 1 ®-0 l -V � � E METER E CLOSURE
BATIK OF MAST I
OTO'PLMI�� or c�tL���'� IAT OF 6i�llSlG�t►i: � � �. P�I� I��, � �T� I
1 0 0 AMP 120V/208V/240V 1 P H 0 R 3 P H
l _ _ 2 HT. = a slfi . ave 00%2N.T.S
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BOX TA BE PLACED. AT RIGHT ANGLE TO.. 8
HARDSCAPE EDGE w/.VALVE III ETCHM IN u 5
FINISH, GRADE 12*918" PLASTIC OX AND COYER WITH
LOCK TOP I
CURL TYPE'EXPANSION LOOP (MIN124")
WATERPROOF WIRE CONNECTION
RISER € CD
-r--MAIN QFC LATERAL LINE cI�RtST`r's I:fl TAG (sTAlat�A�l�)
ASPI#? EO! I�€,aR�+SCAPE
SECURE To SOLENO10 F40TAIL
I
TEE OR ELL
ELEVATION 12" NIPPLE FINISH GRADE
NIPPLE SIZE o MATCH HM SIZE
it -,I
it''� I 1- LII I I 6
7 Z"MAX. TSP _ ; LLffi =I
TEE Ofd . ELL AIA I I ., >a rl 7
-- OF LVE �-�
I LINT= PIPI_
r,I�aLlvz LATERAL I_rlvE 2
18� MIN
NON -PRESSURE
t�E
MARLEX STREET ELL(PRIVATE) LiNlitN ro INECTIL71d
PVC STREET ELL(PUBUC) a m�� � m . ,I -.y EMIR. Sk c`U
FT.) LEGEND:
a.
SECTION
PVC LIME PIWi lYC ' SCK.40 MALE A 3APTQR
~•-- NIPPLE SIZE TO MATCH HM SIZE PVC ELBOW PLACES) �
1. FLOOD
PLAN MARLEX STREP ELI..(PRIMATE
PVC LINE PlPf
SCH 40 PVC STREET ELL(AURLIC BUBBLER -
COMMON WIRE PVC SklPl?LY'uI,E €ITfIl1GS{sx5xa) � 6. PVC LATERAL LINE EXTENSION
PROVIDE TWO PER TREE,
rai"IIlwl�if E (} STREET ELL CONTROL WIRE -/ � vv nn
{ SCHEr ULE 80 PVC RISEN LOCATE WITH MINIMUM CLEARANCE FROM FEED LINE TO FLOOD
BELOW BOX COVER. BUBBLER - LENGTH AS REQUIRED.
2. N4lttU@@X4§0 T) FITTING 7. PVC LATERAL LINE AND PVC
WITH 1 /2" NPT SCHEDULE 80 SCHEDULE
' NOTE; ALL PIPE.AND FITTINGS, SHALT. B!~ Ssrr�Et�uLE 40 TEE FITTING.
40 FVC UNLESS OTHERWISE SPECIFIED MOTES. NIPPLE - LENGTH AS REQUIRED,
1. VALVES ARE TO BE INSTALLED IN. SHRUB ARM UNLESS OTHERW15E NOTED
USE Pvc STREET ELLS WT FLON TAPE FOR ALL z. wxEly �L€>IZE THAN vlv� VALVE: IS #OCATEEk IN �rxr_ ��� I�F�►. PROVIDE n SPACE A MIN. OF 3 FT. AP T 3, ROUND 5-3/4°' DIAMETER 8. ROOTBALL.
PUBLIC ; eS. 3. USE TEFLON TAPE ON ALL THREADED fMINGS.
4. ONE VALVE .PER mw BOX "EMITTER" BOX - BLACK IN COLOR, 9. WATERING BASIN.
E INSTALL BOX CENTERED OVER
N BUBBLER HEAD. TWO BOXES
N
_ REQUIRED PER TREE. NOTES:
4. LOCATE FLOOD BUBBLER WITHIN 1. LOCATE FLOOD BUBBLER ON "HIGH SIDE"
WATERING BASIN, OF PLANT BASIN WHEN INSTALLED ON
#
SLOPE CONDITION.
I
.
APPROVED l sACP �Q 5. FINISHED GRADE. I` FFONT `
2. ROUTE LATERAL PIPING AS REQUIRED AROUND
:: ° .• • ROOTBALL OF TREE.
z5 KE MOTE
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EN DATN.._
�y� QINEER DATE -
14. 25t26
ROBE TW. WEDDL 5WI NG JOIN" � r� �� R��I��T , affibbjgBUBBLERS
J m .. {:1N-.� T2/3IfI?[-.. TREE
v p1 �Tp TrIvIQ' HATI7i
r �. DIVa rl�nO�LY �S�DTON�"aL YALb�� RE�'A1.
Li T A a,A .822 SH C: al cI DATE OF LAST REVISION: - . $70. PLAN No. 1 � SIFT. L CFL NTS
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a ND S Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ��®fin UTY OF FONTANA ALIJR R �
00 �O �0P 4� uuu
CD
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO PACIFIC ELECTRIC INLAND EMPIRE TRAIL IMPROVEMENT
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/ y \ 1131 W. SIXTH STREET, SUITE 350, ONTARIO, CA. 91762
w I �' 1 YEARS ®� THE ®ATE �� APPROVAL SHOWN I��R�®N ®�ARRI�®®RTIC IN D�ILI�CENT PHONE: (909) 933-5225 FAX: (909) 933-5228 DRAWN BY: SEGMENT 6 SCALE:
�,N C AmlozcApt AneHOTECTS (moi gnature
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Prepared Under The Supervision Of �p p
12/31/2010 DIAL TWO WORKING o DESIGNED BY: Ili�1IU���I®� ������� DATE:
CD � * ((� NER, THE CITY ENGINEER MAY REQUIRE REVISIONS M THE PLANS M (BRING TH M
Renewal ate BEFORE DAYS BEFORE
o N G,o- r 3/30/09
�� El O Jf.. a e �Q YOU DIG YOU DIG
Il� JL�tl[ X11 X11 IlIl�oLFi3 SCA fl Q Il �� ���, INTO CONFORMANCE WITH CONDITIONS AND STANDAMS IN EFFECT. CHECKED BY: APPROVED BY
DRAWING NO.:Z�o
OF CA��F, ' TOLL FREE 1-800-227-2600Date 3956
QA PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT L.C. -ARIEF NAFTALI CI EN(NEER R.C.E. 51152 DATE: