HomeMy WebLinkAbout3979-869HEIR& Narm
CONCRETE WALK OR FOUNDATION PRIMPE IOOA METER AW 50A4P MAIN CA3 WFM INDICATED
ON DRAMN&S
J/r FOR TURF ARM PROIAVE PANIaWARP H43M INDICATED ON DRAPGN66.
1-1/2- FOR M�JMND PROVIDE IRRIOATION, CONTP411ER CABINET M3V INDICATED
COVER ARM NOTEs ON DRANINSS I04WRACTOR TO VMN LOCATM W UfflWW40TOR
2 A" PONN HIRES, 6IROUNP HIRES ETC. SNALL W TEIRMINATI! AT EMOTION RANPHOLM PEIR 9 CP_ COMIPANY REQ.
SEPARATELY SLMVED AND SMIEPT 11*0644 VERIFY EXAICT LOCA110H AND IMMINATION REM HITH S.CP_ CO.
FINISH GRADE/TOP OF MULCH -SOD ENCWSW PAD MTH WH 40 RICAD CONDUIT PR10R TO TRENC4949
PROV100 20 AMP COII AND COlIPR SIZES AM BASED ON NONMETALLM C*WT
ALL SLEEVIN& SR4L 00 A MINIMIN OP IW BELOW 2 POW OREAKER M AND COPPER C01,010TORS P4114 rf" *n*WHW INSULATIOK VALVE BOX K&I I V VALVE BOX MWa Ill 2 -
FINISHED ORAM A" SLEEIII 15 A ORAPHIC, REF MEWA71ON FOR NEH PUMPS FINIS14 6RAVE LE17W READIM O.C. QUICK COUPLER VALVE
019 A TYP. INSTALLATION. HIERE APPLICA"
ime. — W1 LOCKING BOLT LID If MIN. FROM HARDSCWE MATERIALS
C4W.
50 A FINISH QW
- TTOSPRAY jfRIN&LEjSPMG%?-IN&TA�L SO SIZE OF EGUIPMENT a 46'W X 16V X W H16H 2P
Pop Up 7-1 M
THE 1307 OF E AM T Aql
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size or Clow. VLAS a 5214 X 24V X IV THICK 120t240
It, 0 m C43Y OF fQW-ANA 18' PI MALE AVAPTOR
K*4 FMAIRS AT 12' 0.0. TYP 12 CIR IRRIOA N
PVC SCH 80 NIPPLE
PAUL FOR STIO
ffilmiEs 01 IVA r MIN PFA GPAVM
4-
I. TORO SEW11I WAK-IIII61 STATION FIELD x 4 RIND OR BRICK
(DOUBLE SWING JOI SATELLiTH C*MkOLLEK (SIZE PER LESIEW) 0 MAINLINE am STREET ELL
(2) SCH 40 2. MOW IN STRONS 13OX MOM NO. W-24WA20V. BRASO NPM e MIN
S T ELLS
TREE ba DIA. X 12' V. STEW ISATO VALVE
50
2p
FINISHED ORAM 3. PROV'IM RAINK%TER W M "OTAV FoR REHM cONTRoli.L .7 x V Rm BLOCA
3v sarra4r:55 OROUND WaL OPERA710K PVC SHC 40 TEE OR ELL
PVC SCH 40 STREET ELL PITH PARKKAY COYM 4. PROVIDE M45OR INPUT BOARD (510) MAL 04"43 To LATEK LINE SIZE TO BE NOTED ON PLAN
FILL WITH PEA ORAYM
a 41
INTERFACE VIT14 FLOH MOM AN17 RAIN SW OW DEVICE.
ClJ. FT. PEA 64RAYM
..A 5. PIR"VE RADIO LINK KIT *4-1611 TO COMMUNICATE YI
_. A -.n-- _ . a .
PVC SCH 40 TEE OR ELL CENTRAL COMMAND. ALL RADIO EQUIMENT SHALL BE
2,C MIN. J4 RUM AHWH
COMPAiraw Yaw vw. NOTE*
WI(2) SrAINLM RU BM
REBARS
6ROUNIP FOR ELEGITMAL 6. PROVIDE &WUND ROID NO SUR6e PRO WTION FCR EACH
PVC LATERAL PIPE Typ. 516001A X 101 DRIVEN 6ROUND SATELLITE CONTROLLM USE TEFLON TAPE ON ALL THREADED FITTINGS
RI PER ART1101.9 25"
MIKE! VMS, nW STAR
40—J -"4-80-0 fMAIH OFI
or II Nw
A POP-UP SPRINKLER B ELECTRIC CONTROLLER AND ELECTRIC METER PEDISTAL COMBINATION C GATE VAI -VE D QUICK COUPLER VALVE w
0-
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:5
PRESSURE REGULATOR IF
BOX TO BE PLACED AT RIGHT ANGLE TO REQUIRED. SET AS SHOWN REDUCE PRESSURE
HARDSCAPE EDGE wl VALVE i ETCHED IN LID ON SITE DRAWING BACKIFLOW PREVENTER 0
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12*XI8* PLASTIC BOX AND COVER WITH NER #40 RAPS NIPPLE CONTRACTOR TO USE 2 -SAC SLURRY AS SPECIFIED A. BARRIERS SHALL RUN 20' LONG ADJACENT TO THE HARDSCAPE NEAR 0
STr MODEL THE TREE PLACE COM OF 20' STRIP AT MIDPOW OF TREE
LOCK TOP M SH F4 LACES) PER CITY OF FONTANA FOR TRENCH 13ACK FILL W
CURL TYPE EXPANSION LOOP (MIN.24-) m
BRASS ELBOW USE DEEP ROOT BARRIER LB 18-2 PER THESE SPECIFICATIONS.
BRASS ELBOV UNDER ROADWAYS.
.1� 8. DIG THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR 0 -
WATERPROOF WIRE CONNECTION i M JIM C= BRASS UNION
IfOR .!c IIIIIIIIIIIIIIIIIIIIIIIII'_ BARRIER CHOSEN. z
AS NOTED HARDSCAPE FWJEF PORT BRASS PIPE FINISHED GRADE C. INSTALL THE BARRIER. WHEN USING DEEPROOT LINEAR BARRIERS
CHRISTYS I.D TAG (STANDARD) r BRASS BALL RA SIMPLY PULL THE APPROPRIATE NUMBER OF PANELS OUT OF THE BOX
LOOSE KEY L4 BALL Or MIN FROM HARXEM
SECURE TO SOLENOID PIGTAIL VALVE HIM 1 18, VA CLEAN NATIVE 2* MINUS BACK FILL (THEY COME PREASSEMBLED) AND SEPARATE THE JOINER AT THE
It CORRECT LMGTH. WHEN INSTALILING DEEPROOT UNIVERSAL BARRIERS IN A
BRASS PIPE - LOCK BOX SATURATE AND COMPACT TO 9OX NON PRESSURE LATERAL, LINE
FINISH GRADE-\ F*(SEE SPECIAL NOTE ABOVE) 71 LINEAR FASHION YOU WILL NEED TO JOIN THE APPROPRIATE NUMBER OF
At�4 I 1"I$i LAIUK LK PANELS TOGMER.
HAFOSCAPM REED ITE x
18 #4 REBAR to a BLACK BLUE D. NEXT PLACE THE 13ARRIER IN THE TRENCH WITH THE VERTICAL RIBS
FACING TOWARD THE TREE AND ALIGN IN A STRAIGHT FASHION. ff IS
Id 0 _A�,.Ar I-, In -
18 'b
4k% IRRIGATION CONTROLLER HELPFUL TO PLACE THE 13ARRIER AGAINST THE HARDSCAPE. USE THE
FOOTING/FOUNDATION 00MROLL WFO HARDSCAPE AS A GUIDE AND BACKFILL AGAINST THE BARRIERS TO
PROMOTE A CLEAN SMOOTH FIT TO THE HARDSCAPE. BE SURE TO
c" avm
12WX 'fop III PRESM [ATM UK WISIM 0
0 ID KEEP THE BARRIEWS DOU13LE TOP EDGE AT LEAST 1/2' (13MM) X
OF VANE ONC. STA I I ER PRESSUR UF 14 ABOVE GRADE TO ENSURE ROOTS DO NOT GROW OVER THE TOP. L_
PRFSSURE 3LM KMRE SWW LINE WISME 3:
PVC LINE PIPE U PLY L11-1 m I ki SUPPLY LINE WHITE WIRES
FRONT E. PLANT THE TREE(S). THE LINEAR STYLE OFFERS A MORE EXPANSIVE
NTAKE) (DISCHARGE) CMR(X WK SUDE (COMMON) ROOTING GROWTH AREA, HOWEVER ADVERSE SOIL AND DRAINAGE !Lj
IW MIN ...... NON -PRESSURE BACKIFLOW ENCLOSURE IV a_
LINE FlTnNG SAM a" "I BLUE COINS MAY EXIST IN THE ACTUAL PLAIII AREA. TAKE STEPS 0
'---UNION CONNECTION ,1,3/4* GRAVEL (SEE NOTE BELOW) Dim TO ENSURE HEALTHY GROWTH OF THE TREE AT PLANTING. 0
-BRASS ELBOW WATERPROOF ALL w
PEA GRAVEL FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO WIRE CONNECTIONS SIDEWALK 0
8-F - _. .. - IIII ;t _! 20 MI
kMIN.3 CU. FT.) LARGER THAN 1/2* INCH IN SIZE THIS WILL BE PERMITTED IN THE AS PER SM.
ci
77'77-47 INITIAL BACKIFILL MEASURED 80 FROM THE TOP OF PIPE THE REMAINDER w
L -PVC LINE PIPE SCH. 40 MALE ADAPTOR BRASS UNION
OF TRENCH CAN BE FILL WITH ROCK SCREENED 2' MINUS. z
ELBOW (TYP. 2 PLACES) BRASS BALL MIN1 ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 9OX RED SIDEWALK <
X
0 - p :Tl* -
BLACK
IER CONTROL
VALVE 0
PVC LINE PIPE A: INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER INSTALL ALL PVC PIPE WITH LABEL UP. VALVE 6
COMMON WlRfibz� PVC SUPPLY LINE FffTINGS(SXSXS) SPEC. SNAKE ALL PIPE IN TRENCH. - ----- 2=20222=2011 4v ui
.2 0
FLOW SENSOR D
#4 RE
ALL SLIEEVES TO 13E SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE
BAR BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE
CONTROL WIR [121 PLAN Ll 2A I IAMETER SAME SIZE
SLEEVED. SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE wne 0
CHANGES IN DIRECTION. AS FLOW METER SIZE w
INCREASE THIS DISTANCE TO 38` WHEN SLEEVING UNDER R0ADWAYS AND COMMERCIAL.
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NOTES: NOTE: BACKFLOW ENCLOSURELE MEUR TRAFFIC WAYS MEN INSTRUCTED BY INSPECTOR. PRESSURE MAIN I- MD LARGER SHALL BE P.V.C. CLASS 315
1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED OR EQUAL 24`X6O"X,36* HIGH SLEEVES SHALL BE EXTENDED MOND HARDSCAPE TO POINTS AS REQUESTED BY SMALLER THAN 2 SHALL BE P.V.C. SCHEDULE 40.
-------------------
HINGED AT ONE END SECURE TO INSPECTOR MINIMUM DI CE DOWNSTREAM
2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 Fr. APART. CURB
6OX80 FOOTING W/4* J BOLrS COMWTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN 5X DIAMETER OF FLOW METER SIZE 0
3. USE TEFLON TAPE ON ALL THREADED FITTINGS. END I rEEPROOT LB 18-2
(EQUIPMENT TO BE CENTERED IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND MAINUNE INSTALLATION IS UNDER ASPHALT OR CONCRETE.
4. ONE VALVE PER VALVE BOX INSIDE HOUSING) PROVIDE A VER71CAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL __hmI'NIMUM DISTANCE UPSTREAM GROUND LOCKS
CONTRACTOR SHALL PROVIDE 24o INCHES OF COVER OVER PIPE 1OX DIAMETER OF FLOW <
SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE
3' AND LARGER. METER SIZE
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LL_
E REMOTE CONTROL VALVE F R,P. BACKFLOW DEVICE G PIPE TRENCHING H MASTER VALVE/FLOW SENSOR I ROOT DEFLECTORS 0
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0
0
a-
0
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:5
CL
SHINGLE NAIL 0
LODGE POLE z
RADIUS EDGES 1/2 EE TRUNK
6w TREE SHRUB PER PLAN
in
CINCH TIE w
X
FINISH GRADE (DO NOT TWIST) INSTALL XTO NETTINO 014 UP AJV
Or"V TO LL_
(TURF SIDE) PREVAILING WIND 0
SM mv ffft tw 16df# DIRECTION ll�
M24.6 Olq TREE Pm mm
21 'GRAM AIGRIFORM TABLETS (2)- lO'X2- DIA LODGEPOLE PINE TREE
3- PER 15 GAL TREE STAKE COPPER NAPTHENATE (AI z
Qtft u <
6- PER 24" BOX TREE TREATED AND DRIVEN IN GROUND 0 VV
9- PER 36* BOX TREE TO 2FT. MIN. DEPTH. 2
REQ'D V48 I-MC44
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1- PER I GAL SHRUB III -"I
ARBOR GUARD ON ALL 2- PER 5 AND 15 GAL SHRUBS RUBBER 'CINCH TIE' (4) REQD I-WNTAJN SALI ON LONER ry
TREES IN TURF AREAS SIPM OP PLANT TO PATAIN HATER
13 REBAR, CONTINUOUS 1/40 MULIC FINISH GRADE ARBOR GUARD IN TURF AREAS 1 1/2 x F4%7MALL
go NTH SPECIFIED
DEPTH
PREPARED BACKFILL MIX, XWTIUHX ..... ... ............ .
WATERING 13ASIN 5'MIN ..................
...........
-DEEPROOT BARRIER PANEL JUB 24-2. INSTALL PER DETI SEE SPECIFICATIONS HATER AND TAW TO
NATK SOIL 90% COMPACTED EN TREE IS PLANTED WITHIN 7' OF CURBI/PAVING P040I NR POCKETIS ry
I _T- X
T ROOTBALL - SET 1/2- ABOVE 3* HIGH WATER BASIN, f 0
FINISH GRADE AT TIME OF PLAN71NG 4)alk
VIX64dh
ILVATH 4 RECOIWA4T
Al I
2 x ROOT- 2 x a_
NOTE: BALL DEPTH 13ACKFILL MIX - SJTE SOIL + I I SMAM ISH G VlAllv�
PyUlDMENTS _-I 0
&E%j&ppM 1p S RADE
MOW CURB SHALL BE PLACED BETWEEN ALL GRASS AND
EMAL
PLANTER AREAS UNLESS OTHERWISE NOTED. UNDISTURBED NATIVE SOIL AGRIFORM TABLETS TO BE
ADDED PER MFG. RECOM DS.
XI 0
0
2 ROOTBALL ALL ISR.OUNVOOVER TO BE PLANTED
WIDTH AT E0JAL SPAiI (TMAN6VLAFt SPAOEV)
2X DLk OF
ROOT BALL EV6E OF PAVEMMT AS NOTED IN THE FIJ�NTIN& LI10
J CONCRETE MOW CURB K TREE AND SHRUB PLANTING L TREE STAKING M SLOPE PLANTING IN GROUNCOVER SPACING <
REV. REIASION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS (n
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NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF TRACT NO. 16685 CFD AREAS
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_11P LANWCME ARCHIMCTS
_, I DRAWN BY:
A&VVVVV*%%VVVVVVVVVWA A&%%%%%%WWWWWVM APPROVAL SHOWN HEREON AND CARRIED FORTH IN A L&NDSIC"S ArXfflrgCrUU CAD SCALE:
MMQUON CONSWMM NONE
DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE 15 South 5th Street DESIGNED BY: IRRIGAT100- D PLANTING DATE:
BEFORE DAYS BEFORE Redlandg, California 92373 CR ,--;�CONST I 4�W,(ON DETAILS 9/20/05 0
YOU DIG YOU DIG REVISIONS TO THE PLANS TO BRING THEM INTO
2 5 7N-7490 rax 909) 3074235 CHECKED BY: RAWING NO.:
TOLL FREE 1-800-227-2600 CA i 11c. No. 40
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. OF
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STa MEM CI]LY ENGIN EEB R.C.E. 31152 DATE 3979 8