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asslaisl"JI` I INSTALL INSIDE COLVILM A NMI %*Am SALL ALVE
PLASTIC ICK
2 S 2 x WITH ROUND LOCKABLE TOP -
SET FUSH MATH FWM -
SIDEWALK STRAINER # 40
Ir "WK ULLCH COM CURS. ife- MESH MOkEL
IWASS ELWW
r 70 r OW TILLM A AAIENM NIL
BACKFLOW r RRA9iS NIPPLIC'
ENCLOSURE
1ISEE NOTE DEL110111111 —DRAW UNKM
_C s
COUPLING v1i
WITHIN TW OF
; ! i ti I FINISHLAm An GRAEASDE
m
lI JA L
FINISH GRADE A
SHRUB AREAS STAINLESS STEEL CLAMP WKSS EL 0 I DRASS PIPE
LOOSE lay
=An NIPPLE 100th
1" 12 PLACES)
• �cj\/ \/ SIZE is LEmm a pi
PLso Pvc ?*PKE DRASS RAILv
0 0 - p
cAr
_j
0�0
VALVE
*saw fim%psk of pow I CU. FT. 3/4' OPAAIL for to v
elr if -
NOTES i We pw Flow ad Opwm �6H -T%..- WC -0 NAM ►PWC PRESSURE
% OTHE An SUPPLY LINE
wblj�xw_w SK
1. ROCK S_ m_ ES_ 3RWIISE ALL BE. tLKW 71-1 (DISCHARGE)
7j
12* TO MOL 6 VM ONE SSE RX
6
WILAPSAAmm PLAii IM PLAXIM _.A�e I
0 2. 1/2 MIN Of COME THICKNESS 961ILL BE VAIENO N r m
Pi FM Tm a spocom 1s.
,17- — . 1�1 ;v. MVEL T+1 .
Is: wa a LAMM A& awe
PVC Suppu LINE
3. AL SPAM BETIWEEN STONES 94ML K FILLED WITH CLASS•(SjtSzT)FITTtNG MALE ADAPIM
I PARTS &W, 2000 Psi
.4 MORTAR. I PART CEMENT TO 2NP PVC SCH. 40
PORTLAND CEMENT CONCRETE. DRY PACK IS AILLOWE11. FU
TO 2/3 rd HEIGHT OF ROCK THE SURROUNDING CURIL MEW"
AND ASPHALT PAVEMENT SHALL BE PROTECTED FROM SPILLAGE. Z_ DIRASS ELBOW
0- PVC •.3UPPLY Lm rl av60i I 15� 7�t C.) Vy •3/4GRAVIEL
46 A SAMPLE AREA , MIK 10 SCL Fr. SHILL BE APPROVED NY STAINLISS,
I THE CITY INSPECTOR PRIOR 70 PROCEM" wffN THE STEEL U NCKFLOIW ENC�q
ES$i DOLT EMBEDDED A
X REMAL41ING ROCK WOM NOTE, DA $UR91 LIE Iiii
PLMq SCH. 40 PVC STPIMT" IN CONCRETE is of IfIrm 42 a 30 1404 Ilk
L'IFINAL RESTING POSITOf ALL ROW SHALL K APPROVED I FOR LOCKING MASS ELDOW
BY THE CITY INSPECTOR.ELDOWTtHIN610 AT ONE EM Vj4RE TO
*w� 6'm 8 FOOTING W1 IC J BOLM
L ROCKS SMALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE Na25`126 P11 Es suR1E SIDE (EQUIPMENT TO ME CAAVI� 06-
HOU tING)
DSFQWTVG AND MN CONTENT AS APPROVED BY THE CRYINSPECTIX Pf2a- USE TEFLON TAPE Irst"mmwom ;TAKE
ON POUGH) Mae. 39 LOW SUPPLY
7. CONCRETE SWAL K CLASS S20 -0-25M EV. 12/31/97 CONCRM FITTING ALL THREADED an AS SITE REQUIRES (INTARt I LINE
AFTER CONCRETE MORTAR HAS SP. -MRO -90013116-W Imm ROCK
TO REMOVE CEMENT COATING., C
-Rev. 12-12-96
GROUND COVER PLANTING, 7 RIVER ROCK PAVING QUICK COU
PLER VALVE REDUCED PRESSURE BACKFLOW
31ERVICIE Al- '��LEC-Ve E C_,WE-F-P&
wicATM CONTROLUM I CHMTY43 W. TAG& STAIMPi WtAft U0 ()p EPMY ENICAPOLIM 24 V. SOL&M
LOW PWME VANDAL MISTANT P-61 D 5CH 40 FkJ6 FKXJM PiV WAYIE WX AS PER
SPIE(M MARK IGV.8 ON LD. SIFT Fi FOL At. MAPIK Wiff W \IkLVIE 9YATI0N MM GRADE. WX WALL BE
W/ MMM MADE IN TAW Ai SET
FUJOH WHEN ADJOICOff TO nff
T Amme HNM GRAM 0
GFKXSMOOM AF" PCMM W&VE WX WITH LOCKINIG LIDL ON HARDOCAM r ANOW VAL N
• A STAnON1 NUMIER ON In' GFKXDKXXNM AIVAI
nNM GRAM. MAW TC%
UMCM! KAWET PM)MOUW SAU W. o- "FMY 001 MA GIRMIEL SEE SPECS
INSIDE PLANTING WELL VAM §Vr0FW)WTN.LATIW i . I rs A
TEUTM mm 011 co"Cli
FOUNDAnm -lospowqmwaw 111"W10
_ T
2C EXPAN1810111 LOOP
-
oil
_- ; _ �i i-
FP(3(Y F&LED WIRE 40 111110111"
ADAPTOK TYP. 2 PLACES
F045H GRADE 0-LAWCTORS
s-0 PNC CLA-q,,g I Iso rvr PC I,LAWS RAL LOW PIPE
I F'WoTtl AS Wff SW. TY f CO I - .%1 1 I
O�
A
l L ACCESS 10 CIATE WUVIF
4'.
I j11;'-- = Gm \ftvt
ZKFILL
Am
MATEFNAL AS PER
SPECS. %
0
i, Cy.
Pa MAIN Lm - A
SCAFWY SIDES OF ..10 "W f
17jv�r,-- , , FLOW
N
PLANTING PIT Cj0KrTp0L/ n
PWANUM
MOTR TO SALi
TAMPED BACKFIL1L
AT PITT BOTTOM p" y11 ize
• POW seaeft tOr hm
:2 Arno 3Wv= IrMWvr6a ter Cw 0801momp Is .1"qw •
pedwoum4amo fw tial mewm ob"wissom EVE- i4( Lle —4.
aw = : Gaman4al www no awborleft
• AM -anwo=w is sopm.
v ��201?-A& -- I CII. FT. MIN Of PEA GRMW 44P ELBOWS. 2 PLACES TO IMFIM
• Mew flexes wOk %Mq -rNA1110 WO" w IMONd
trf Euswc Ago~ waw a Stamad finest Wt Vow eAWd -urlsi 011w CONMOOPVC MADS l!E PI rtNG
a x - Low ormorks vwwww W"04swo mswam ww ovw"Imm excesm no ?WAS so Pi TO RECRAM DEM
IV or 211 Aide. 11r do". W hnm. 3proy ASTM 8 117. ,ns. o./I
aAr . TOM PL40 90%W"Z" I" commuctan. w . uw" by Urdwwoom
- stow" ~ fawkwws W mie @SOON
• — nes some"$" Toebmw e �—Pi Ww
A* ovam ouftwom Foam"=* p1m 02.-2-01. pwali
• W808mcomw 69my am awouffliv accm&
PEA Q%OM v CON1111111011 wm
GATE VALVE 2 'REMOTE CONTROL VALV
11 SHRUB PLANTING IRRIGATION CONTROLLER 5
HARDSCAPING
2"x4"x18" RDWD GUY WIRE P(* -UP SPRAYHM
NOTE:
2"x2"x18" RDWD
CUM VV" CUM HEAM3% VVAA, M 2/ fill GRADE '
1. INSTALL GUYS HAND TAUT TO PREVENT STAKES (2) PLACES 6"
DEFORMATION OF LIMBS. 18"
2. PLACE "GROW -POWER" TABS IN BOX 00
A
PRIOR TO PLANTING FOR OBSERVATION DEADMAN DETAIL
PURPOSES.
rwi I M, .&,
G'ARkOEj aw /0m awL dClWIRE SIZE LFGFND fill I f
ETL_ __4 111 if
BOX SIZE _.WIRE SIZE
24" CLEAN BACKFILL SEE .SPECS . FOR
rvr_sxacm - # ' p� i —I - ��f
2
E116 111i -36-v-- ic MATERIAL, 90% COMPACTION REQUIRED
;41%=07107 48" & OVER
&wj� me
.47_-U-� - ..I . - I I � qw
NO WS IV VAL 170 Wr
Awft x Pi LOADED CHECK *%LVE
C&SCOM I I I .-- : ... N: SAND S
4-partrw4smuLm (WHEM 04MATIED 00 PLANS)
Naff—
MIIII 504. com NNP*DM (3) DOUBLE STRAND GALY.
MOM & MM IN alltW WIRE GUYS SPACED EQUALLY •NON -PRESSURE LATERAL LINE SLEEVE
02 2) am
ARROUND TREE - COVER
SIZE BILI DIAMETER OF NON -PRESSURE
6 mi ayww rw a wwq
-to 0: .0Q,q ftmeR yefAL rp: r-*� I �a(RAaWX ftM NwHL-"W- JWJIC5 AT WITH 3/8" DIA.x3' WHITE. T LATERAL NE
FINI=SH &vj '41-r- PVC TUB ING
. 0: 300)"641"CRA"m POINT VFC;&ONTACT LATUM Lka
40-mvff Ajow-s So L iqw WAI. FE "UACAM
mcamedwad. fus"wom CONTROL WIRE SLEEVE - SIZE PER PLAN
III 'u"r (-&4%r lummm 6" DIA. PVC PERFORATED INSTALL ADJACENT TO PRESSURE SUPPLY
ILII'Oil BACKFILL MIX PER THE PIPE - FILL WITH 112" *%
•
5CH. 40 PVC PVC MALE 41 am SPECIFICATIONS it
LENGTH AS III' WASHED CRUSHED AGGREGATE LINE
QUIRED'llI*1, 7AD*p-reR, 12:41 - PIC FITTINIG
6N 040W RDWD DEADPi BASE FULL LENGTH OF PIPE fIiII
e cait mm PER DETAIL LOCATE 18- FROTRUNK)THIS SHEET v beww FLvr mw
Pi 1rI!9I! A I PRESSURE SUPPLY LINE SLEEVE - SIZE
3" BERM TO FORM DEPRESSED
TWICE DIAMETER OF PRESSURE SUPPLY
91 -PVC ELL,gyWATER BASIN
LA7 r
INEF
LINE
6" TYPICAL
DRILL TO Ac- 5 LONC., (a
M FERPOKATED 4- ovanw. 900 k
CEP FILLED ft zlix
R 15 1 E� 5AUSOS"EL, FT - FN I
15 Ly W�PEA CRAVOL wou A* ON %tax NOTE:
OF CAL emomwwAn".
1. ALL SLEEVES TO BE SCM 40 PVC.
Dr~ By: J. Now STD. PLANT PIT TO BE (2) TIMES
CITY OF FONTANA, CALIFORNIA THE WIDTH OF ROOT BALL A 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH MS. -0 rvc
Ch*Oed 9y: p I-- 1 66 p
DETAIL: 12" BELOW THE BOTTOM OF 'GROW -POWER" PLANT TABS PER
STREET TREE PLANTING Appra�ed k: 141 THE ROOT ML MANUFACTURIER'S RECOMENOATIONS
wiTH 4' x 4' Ptii PR" TREE GRATE _T;2 _T E
oetc smw W., 45 a
NATIVE SOIL ROOT IIALL MAAUX ✓90 STAUT
U KJ DE Pt HEA P OlPe4q%.
CIOCTS-AOiii TAP5FF4�& r a"
2G/ IRRIGAT TREE GUYING 6 TRENCHING DETAIL POP -Up SPRAYH
AS
TREE WELL PLANTIN ION,__
CITY OF FONTAK CAUFORNIk
Wagner Pacific
CITY OF MONTANA, CALIFORNIA a C 0 0 0 0 a & T C 0
undw The soffmimim of PUBUC WOFM DEPAKrUM
I L f N 6 i #4 E E it S
R V E Y P, R s ONAIN 811p.
•MV WIROVE)Mff FUM
SDA JOB NO. 91-42M
201-9 MRSA LINDA ILVM
PLACEWYA. CA. 92670-3418 A i I r
. b 7
RE ILI cwcm W. 714 103 4500 VALLEY BLVD. WIMANS STA. 15+50 0 STA.29+00
DA
R.C.E. EXP. • --CIW ENGINEER R.C.E. 25126 EXP.DAIE P
n VM19 011M n L40 PAMM 6
a %MOM a "T
L 3 LANDSCAPE DETAILS Lfto I m , wo"A P"c owsks m"I c c I v K•
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