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CONCRETE WALK OR FOUNDATIO PROVIDE IOOA METER AND 50A/2P MAIN C.A3 WEE INDICATED
AWI
ON ORN63
3/4' FOR TURF AREAS PROVIDE FA J30ARD ImIFERF INDIGATW ON ORAWIN65.
1-1/2' FOR SHRUB/GRUUVD PROVIDE IMOATION CONTROLLER CABINET WHERE INDICATED
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COVER AREAS, 1 ON ORAWiN63 TOhi To LOGATi®N W/ CITY WOWTOR
2'
ALL POWER WIRES, 6R+OW WIRES ETC,. SHALL BE � TERMINATE AT M611ON HANI"X. PER S.C.E. COMPANY FW.
SEPARATELY SL.EEVEV AAO SIE" THR,OU6 4 VERIFY EXACT LOCATION AND TIERMINATION REQ. WITH S.G.E. CO.
• FINISH GRADE/TOP OF MULCH -SOD ALO M PAD IlTM SCH 40 81610 COMIT PRIOR TO TFii!IGHINO
• ALL Sl.F�E1/UNB► SHALL BE A A�INIMUM OF 18' BELOW PROVIDE 20 AMP CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETAL LEC, CON7UIT ROUND VALVE BOX PVLOGK
2 POLE BREAlaR AND COPPER CONDUCTORS WITH TYPE `rHf•W/>'1W INSM ATION. BRAND CAP ON TOR
o M 10' VALVE BOA( MARKED 1J/ 2'
o FINISHED $RADE. ALL. SLEEVING IS A 6RAPHIG IMITATION FOR NEW pUMpgQUICK COUPLER VALVE
• OF A M. . W
INSTALLATION. APPLICABLE �'- FINISH $RADE LETTERS REARING
Ime. V/ LOCKING BOLT LID
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I I I III 11 ! III f (! I I I I f f 1^ i l! (I I f 11 III III I I I i 12' MDV. FROM HARDSCAPE MATERIAL
CONT.50 A _ _
-III 111 III 111..,111A.11 IIIli- °POP-UP SPRAY SPRINKLER PER LEGEND -INSTALL SO SIZE OF EQU11P{�EAIT a 4b'W X 18"D X 54' H{6H 2P I I (I - - -
��Y of FONTANA III 1 '18 —I I ,
THE BOTTOM OF THE CAP IS ABOVE FIN. GRADE AAO - - .
SIZE OF GONG. 5L.A13 � °SZ'W X 24"D X 8' TH1GK 120/240 ii -
PVC SCH 80 NIPPLE Wfe4 RESAIRS AT 12' O.G. TYP {2 IG R F R 6ATION CCTON {{�,m STANDARD P1�G MALE ADAPTORwm
PANEL �GFD'SG CITIES DI6TRiGiS 6' MIN PEA GRAV
I. TORO SENTINMs 55AK--P5I6N51 STATION FIELD OR BRICK
(DOUBLE SWING JOIN SATELLITE CONTROLLER. (SIZE PER LESEND) BRASS
MAINLINE BRASS STREET ELL TY
<2) SCH 40 2. MOUNT IN STRONG BOX MODE_ NO. SB-246SA2OV. &ATE VALVE �n p SS NIPPLE 6' MIN
STREET ELL
8 DIA. X 12 D. (STAINLESS STEW
3, �110M ESS D klu FINISHED GRADE 5. PROVIDE RAINMASTER 32 PG 'PIGTAIL' FOR FW40TE GONTROLL 2' x 4' RHO BLOCK PVC SHC 40 TEE OR ELL
PVC SCH 40 STREET ELL WITH PARKWAY ' OPERATION.4. SENSOR INPUT' BOARD (515) MODEL. #445-63 TO
j FILL WITH PEA 6RAVEL a� INTERFACE WITH FLOW METER AND RAIN 5fuT DE1/{GE. LATERAL LOVE SIZE TO BE NOTED ON PLAN
,y '�.a 5. PROVIDE RADIO LINK KIT X84-'7611 TO GOMPtfiUIGA7E WITH CU. FT. PEA GRAVEL
_ , G . • • fir..//� /
50
PVC SCH 40 TEE OR ELL % r ��j CENTRAL 00MMAN0. ALL RADIO EQUIPA{ENT SHALL BE •
/
COMPATIBLE WITH VHF. NOTE,
24 MIN. #4 REBAR, ATTACH
e4 R WO STAINLESS STEEL BANDS
6R+OU1D FOR ELECTRICAL. 6. PROVIDE 6RaW ROD AND SURGE PROTECTION FOR EACH
VC LATERAL PIPE 1f'• 5/6501A X 10' ORIVE GROUND SATELLITE CONTROLLER. USE TEFLON TAPE ON ALL THREADED FITTINGS
4 z•,:::; ; ROD PER ARTICLE 250-•81 M1KE 0061% TURF STAR
= OF 1440 AEG 3/4"G, I6 (600) 774-68?3 (MAIN OFFICE
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A POP --UP SPRINKLER B COMBINATION ELECTRIC CONTROLLER AND ELECTRIC METER C GATE VALVEwa-
D QUICK COUPLER VALVE
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BOX TO BE PLACED AT RIGHT ANGLE TO REQUIRED. REGULATOR IF
SET AS SHOWN REDUCE PRESSURE �-
HARDSCAPE EDGE w/ VALVE # ETCHED IN LID ON SITE DRAWING BACKFLOW PREVENTER 0
12'X18' PLASTIC BOX AND COVER WIT STRAINER #40 BRASS NIPPLE z
LOCK TOP MESH MODEL (4 PLACES)
CURL TYPE EXPANSION LOOP (MIN.24 BRASS ELBOW CONTRACTOR TO USE 2 -SAC SLURRY AS SPECIFIED
BRASS ELBOWPER CITY OF FONTANA FOR TRENCH BACK FILL
WATERPROOF WIRE CONNECTIO 12'[18 RED
BRASS UNION RED WHITE UNDER ROADWAYS.
AS NOTED ARDSCAPE LIEF PORT BRASS PIPE BLACK BLUE FINISHED GRADE
CHRISTY'S ILD TAG (STANDARD) BRASS BALL BRASS BALL
SECURE TO SOLENOID PIGTAIL VALVE KEY 1S, VALVE IRRIGATION CONTROLLER 6' 6' RN FROM tI14RDscAPEs
E BI
3/4' - = LOCK BOX NON PRESSURE LATERAL LINE
LEAN NATIVE 2' MINUS BACK FILL
BRASS PIPE
R D _
SATURATE AND COMPACT TO 90%
FINISH G A *(SEE SPECIAL NOTE ABOVE)
4 . 8' T. ' ' . - -- • _ -- _ -1$� #4 REBAR OF 14 - LATERAL. IN-�--- WHITE WIRES HARDSCAPDIG w
(COMMON) r _ , ..,• N w
�- � BLUE ':`'"••s • �' . '� •- � ��• t - PRESSURE SUPPLY I.IIE _
s�-
t r , FOOTING/FOUNDATION CSL VIRES j
12 MAX. T� ;;
WATERPROOF ALL
12' NM PRESSURE LATERAL L.A4 W SL.EENE - ,. � : � � GLEAN BACKFILL oz
SOL OID WIRE CONNECTIONS
OF VALVE PRESSURE CONC. STABILIZE PRESSURE AS PER STD. ��� a '-
KPVC LINE PIPE SUPPLY LINE (TRUST BLOCK) FRONT SUPPLY LINE 1-Y t�NE visLEEVE
NON -PRESSURE (INTAKE) (DISCHARGE) / _
lUl' MIN BLACK t ���. __��
LINE FITTING MASTER CONTROL �� VIRE SLEEVE o
BACKFLOW ENCLOSURE RED a
NION CONNECTION L (SEE NOTE BELOW) - SAND BACK FILL VALVE M111 ' U
PEA GRAVEL _ BRASS ELBOW _1 - ' j -- �• 6CK
a�(MIN.3 CU. FT.) 6' ' ' " - - z - '-• FLOW SENSOR 2' MI FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO o
` •• %- s r - BRASS UNION -DIAMETER SAME SIZE 6' LARGER THAN 1/2' INCH IN SIZE. THIS WILL BE PERMITTED IN THE o
L -PVC LINE PIPE PVC SCE. 40 MALE ADAPTOR j = + A •: - AS FLOW METER SIZE INITIAL BACKFILL MEASURED 6 FROM THE TOP OF PIPE. THE REMAINDER o
VC ELBOW (TYP. 2 PLACES) _ _ ® ® IN OF TRENCH CAN BE FILL WITH ROCK SCREENED 2' MINUS. z
• VALVE BALL ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%
VC LINE PIPE - _ _A. - INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER INSTALL ALL PVC PIPE WITH LABEL UP. o
-: _ MINIMUM DI TANCE DOWNSTREAM SPEC. w
COMMON WIRD PVC SUPPLY LINE FITTINGS(SXSXS) - - :—: t . _- _ ='''-- SNAKE ALL PIPE IN TRENCH.
.. #4 REBAR SX DIAMETER OF FLOW METER SIZE ALL SLEEVES TO BE SCE. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE o
CONTROL WI 12 PLAN 12 • ''" ' BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE
_ __ " MINIMUM DISTANCE UPSTREAM SLEEVED. SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE Of
IOX DIAMETER OF FLOW INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL CHANGES IN DIRECTION.
NOTESi NOTE BACKFLOW ENCLOSURE,LE MEUR METER SIZE TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR.
1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED OR EQUAL 24'X60'X36' HIGH PRESSURE MAIN 2' AND LARGER SHALL BE P.V.G. CLASS 315
HINGED AT ONE END SECURE TO
SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY SMALLER THAN 2' SHALL BE P.V.C. SCHEDULE 40. m
2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN3 m. APART. 6X8 FOOTING W/4 J BOLTS INSPECTOR END CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN 0
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3. USE TEFLON TAPE ON ALL THREADED FITTINGS. (EQUIPMENT TO BE CENTERED IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND MAINLINE', INSTALLATION IS UNDER ASPHALT OR CONCRETE. w
4. ONE VALVE PER VALVE BOX INSIDE HOUSING) PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. ry
CONTRACTOR SHALL PROVIDE 24' INCHES OF COVER OVER PIPE Q
SERVING''A DRINKING FOUNTAIN OR PRESSURE MAINLINE 0
3' AND LARGER. z
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E REMOTE CONTROL VALVE E R.P. BACKFLOW DEVICE G MASTER VALVE/ FLOW SENSOR H PIPE TRENCHING
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A. BARRIERS SHALL RUN 20' LONG ADJACENT TO THE HARDSCAPE NEAR v;
THE TREE. PLACE CENTER OF 2(' STRIP AT MIDPOINT OF TREE. z
USE DEEP ROOT BARRIER LB 18-2 PER THESE SPECIFICATIONS.
HINGLE NAIL B. DIG THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR
BARRIER CHOSEN. 0
C. INSTALL THE BARRIER. WHEN USING DEEPROOT LINEAR BARRIERS V)
ODGE POLE SIMPLY PULL THE APPROPRIATE NUMBER OF PANELS OUT OF THE BOX z
(THEY COME PREASSEMBLED) AND SEARATE THE JOINER AT THE ?.
CORRECT LENGTH. WHEN INSTALLING DEEPROOT UNIVERSAL BARRIERS IN A �
RADIUS EDGES 1/2' TREE TRUNK LINEAR FASHION YOU WILL NEED TO, JOIN THE APPROPRIATE NUMBER OF n
61 TREE /SHRUB PER PLAN w
CINCH TIE (V�PANELS TOGETHER. w
(DO NOT TWIST) A NEXT PLACE THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS
FINISH GRADE FACING TOWARD THE TREE AND ALI N IN A STRAIGHT FASHION. IT IS
4' (TURF SIDE) PREVAILING WIND HELPFUL TO PLACE THE BARRIER A INST THE HARDSCAPE. USE THE o
.0 DIRECTION HARDSCAPE AS A GUIDE AND BACKFI L AGAINST THE BARRIERS TO
mwg4wtwtww J\PROMOTE A CLEAN SMOOTH FIT TO THE HARDSCAPE. BE SURE TO
_ I I I L 1' 1 GRAM AGRIFORM TABLETS (2)- 10'X2' DIA LODGEPOLE PINE TREE KEEP THE BARRIER'S DOUBLE TOP EDGE AT LEAST 1/2' (13MM) o
l %I -i- wpjg I 3- PER 15 GAL. TREE STAKE COPPER NAPTHENATE ABOVE GRADE TO ENSURE ROOTS DU NOT GROW OVER THE TOP. z
I I I I 6- PER 24' BOX TREE TREATED AND DRIVEN IN GROUND E. PLANT T14E TREE(S). THE LINEAR STYLE OFFERS A MORE EXPANSIVE
Is=jT' 9- PER 36' BOX TREE ilk EFT. MIN. DEPTH. 2 REQ'D ROOTING GROWTH AREA, HOWEVER A VERSE SOIL AND DRAINAGE �?
1- PER 1 GAL SHRUB g, CONDITIONS MAY EXIST IN THE ACT PLANTING AREA. TAKE STEPS z
ARBOR GUARD ON ALL 2- PER 5 AND 15 GAL SHRUBS CINCH TIE (4) REQ'D v v TO ENSURE HEALTHY GROWTH OF THE TREE AT PLANTING. o
TREES IN TURF AREAS, FINISH GRADE 18, ARBOR GUARD IN TURF AREAS F-� SIDEWALK
#3 REBAR, CONTINUOUS 1/4 MULCH
PREPARED BACKFILL MIX, `-
WATERING BASI o°0 51FMIN o
4' -DEEPROOT BARRIER PANEL #UB 24-2, INSTALL PER DET. SEE SPECIFICATIONS o NATIVE SOIL IMCOMPACTED HEN TREE IS PLANTED WITHIN 5' OF CURB/PAVING EQUAL. SIDEWALK o �-
ROOTBALL - SET' 1/2' ABOVE 3' HIGH WATER BASIN, o O
_ a FINISH GRADE AT TIME OF PLANTING
2 x ROOTmfr. o O
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BALL DEPTH: ---BACKFILL MIX - SITE SOIL + 1/3 ORGANIC AMENDMENTS �� FINISH GRADE -Y= =ter-._'.. O ""' 0
NOTE MIXED TOGTHER (FOREST HUMU) OR EQUAL PLUS �_ r 'R: �.e-' �'�`�'��r' o
MOW CURB SHALL BE PLACED BETWEEN ALL GRASS AND FERT LIZE S PER SOILS ANALYSIS ALL EiROUNDGOV€!2 TO 1-3E PLANTED -
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PLANTER AREAS UNLESS OTHERWISE NOTED. OVER -EXCAVATE AND RECOMPACT - _ ? - AT EQUAL SPAGINO (Tt21AN6ULAR SPAGm) - �"` • �K -fir 'O::s.�*.- g
-- I NATIVE SOIL •- _ '; AGRIFORM TABLETS TO BE �� Ms �,"� �•„--�*�-'=z
ADDED PER MFG. RECOM DS. AS NOTED IN THE PLANTING LE6END o
EDGE 01= PA's y v_.{,.=��' : . •�'t
1....N9C r-•� :l Y �. G
2 x ROOTBALL'
DEEPROOT LB 18-2 CURB
•;s�;s-s'�a f;�zj =:��" o
WIDTH
GROUND LOCKS > ;t
2X DIA. OF
Now ROOT BALL
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J TREE AND SHRUB PLANTING K TREE STAKING L GROUND COVER SPACING MRO�OTDEFLECTORSCONCRETE MOW CURB Q
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SH❑ULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CITY OF FONTANA, CALIFORNIA 0
Q O 1,�ANOSCAp �'' �
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF £ z
T • 9p DRAPE �ITEC,Ts TRACT NO. 16992 CFD AREAS
APPROVAL SHOWN HEREON AND Ce-SARRIED FORTH IN A y y A
LAMMAPIR ARCHITB(.RURB DRAWN BY,
SCALE,
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE �, t 11Irox coxsi��arrrs IRRIGATtIO AND PLANTING NONE
DIAL TWO WORKING 15 South 5th Street DESIGNED BYE ONST CTION DETAILS DATE
BEFORE � DAYS BEFORE REVISIONS TO THE PLANS TO BRING THEM INTO * � Redlands, California 92373
YOU DIG t / CR , 9/20/05 0
YOU DIG CONFORMANCE WITH CONDITIONS T sr /(27 5 ��P 909 798-7490 Fax (909 307-8235 CHECKED BYo APP RAWING NO.,
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TOLL FREE 1-800-227-2600 AND STANDARDS N D A R D S I N q� OF CpL�FO� CA�Lk. , 2725 NV L�c. N0. 466 , �.. 6 0
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT stblandarch.coM S� ll 3974 m
EFFECT.
CITY ENGINEER R. .E. 51152 DATE 6