HomeMy WebLinkAbout6277-5FINISH GRADE T_ WALK OR CURB
4" MAX 6 " 1 \
1/2`.
ram 7
�1=7 PVC LATERAL LINE
SCH 80 PVC NIPPLE M�ARLEX STREET ELL
THREADED BOTH ENDS
NOTE:
• ALL BUBBLERS TO BE INSTALLED
WITH TRIPLE SWING JOINTS
• E.G. - 1 1/2" BELOW WALK OR CURB
FES I
-AFTROVED BY: CITY OF FONTANA
No 51152 CITY ENGIlIttlER DATE BUBBLER HEAD
RICARDO SANDOVAL
FXR 9130105
REVIEWED BY: li-1HY Rastedt
CAO' DATE OF LAST REVISION: 1-28-00 STD. PLAN NO. 506 2 1 SHT 1 OF
WRIMI -I,-
"In, 1IMMIT, M. FIRWIN
ILA
F610
APPROVED BY:
12-2-19
XXIE— TYP. BACKFLOW
RICARDO SANDOVAL
REVIEWED BY: KS
DATE OF LAST REVISION:
CONIC. WALK ___\
OR CURB A_1 /2" FINISH GRADE
4
HI POP SHRUB HEAD
PVC STREET ELL
L LATERAL INE WITH
PVC TEE OR ELL
DOUBLE SWING JOINT
2 EA. PVC STEET ELLS
NOTE:
INSTALL HI -POP IRR. HEAD 1 1/2" ABOVE F.G.
F.G, 1 1/2" BELOW HARDSCAPE
INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE
HI POP SHRUB HEAD
APPROVED BY:
11 12-2-19
TYP. BACKFILOW
FERTILIZATION SYSTEM I
X� TF -9
HUNTER LANDSCAPE tXT
BENCH MARK: 711 S. Fee Ana Street
SAN BERNARDINO COUNTY TEM PER FIELD BOOK 4015/848 Placentia, California 92870 DIAL
ELEVATION = 1019.83% DATUM = 1929 11111� DAYS 8DW
RAILROAD SPIKE IN POWER POLE J71833, N.E. CORNER Ph: 714.986.2400 I= M YN M
POPLAR AVE- & SANTA ANA AVE. ESr. FROM IBM B-38. Fax: 714.986.2408 TOLL A PUNK SIXIIII(Z Iff 1-000-211-SN*
UN0110111104IND IIIIIIII MEffr
FINISH GRADE
RISER
MAIN OR LATERAL LNE
TEE OR ELL
ELEVATION I 12 NIPPLE
N IPP�E SIZE TO Zvi-.kTCH HEAD SIZE
TEE: OR ELL
2—
v— 1�MAIN OR LATERAL LINE
MARLEX STREET ELL(PRIVATE)
PVC STREET ELL(PUBLIC)
NIPPLE SIZE TO MATCH HEAD SIZE
PLANMARLEX STREET ELL(PRIVATE)
- SCH 40 PVC STREET ELL(PUBLIC)
SCHEDULE 40 STREET ELL
SCHEDULE 80 PVC RISER
anCITY ENGINEER
DATE
'T ARGO SANDOVAL
REVIEWED BY:
RIC
P DATE OF LAST REVISION: 1=94= 9�0 MjjjIW;jffjNIN
EXACT LOCATION OF CONTROLLER SHALL BE AGREED
OPON
"' I SING.
. P"A" "`U"` 'a
CONINAOIKIN PRIOR TO ANY TRENCHING OR
In G WIRE PLACEMENT
—
10 NPES.
PRONOE IETER AND 5WOF oRN 0/8 IIINERE INDR-D
ON
—M —D WHERE wpGTEp ON DRAMNGS
— .— — CAR- — IN —
ON
PR To __K
oo, -ff AND SIZES ARE EASED ON OONSI
.D —ER I-LOPA.
ASSEMBLY MODEL # ISA5-T0I-XX/DXI-GPRS/RMRX/RMPM/DXI-TRAN/DXI-OPB
NOTE: 'XX" IS FOR STATION COUNT IN INCREMENTS OF 8
(08, 16, 24,32. 40. 48,.....96)
LOCATION AND POSITIONING OF CABINETS NEED TO VERIFIED AND APPROVED BY
THE ENGINEERING PUBLIC WORKS INSPECTOR PRIOR TO ANY INSTALLATIONS
APPROVED BY:,'CITY OF FONTANA
N .51152 A CITY ENGINEER DATE IRRIGATION CONTROLLER
RICARDO SANDOVAL
REVIEWED BY: KS
DATE OF LAST REVISION: 02-07-22 STD. PLAN NO. 5005 1 SHT 1 OF 3
R.— 3342022 KBS
-7T
PLAN VIEW)
\J
TYP. CONCRETE TO REST ELEVATION
AGAINST UNDISTURBED
SOIL
W
F.
TYR CONCRETE
THRUST BLOCKS
REBAR DETAIL
NOTE: THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WTH PIPE
MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED
UTILIZED IN ALL (2 1/2' AND LARGER MAINLINE PIPE)
#3 REBAP TO BE PLACED AROUND PIPE- INTO THRUST BLOCK TYR
ea4eWESSRovEDBr: CITY OF FONTANA
q SA
THRUST BLOCK
No. 511 CITY ENGINEER DATE
RICARDO SANDOVAL ASSEMBLY
EXP. A"xS REVIEWED BY: 1-1RaslFnt
-
6iCAOto DATE OF LAST REVISION: L28-00 STD. PLAN NO. 5020 :BHT 1 OF I
NOTE
ALL POWER WIRES, GROUND WIRES ETC. SHALL BE
SEPARATELY REEVED AND SWEPT THROUGH
ENCLOSED PAD WITH SCH 40 RIGID CONDUIT
ALL SLEEVNG SHALL BE A MINIMUM OF 18" BELOW
FINISHED GRADE AL ILEEVNG 11 A GRAPHIC REPRESENTATION
OF A TYR. INSTALLATION.
SIZE OF CONC. - 8' THICK
W/#4 REBARS AT 12- O.C. TYP
D.
BOTTOMLESS GROUND
FARKINAY COVER.
A WITH SEA GRAVEL
X IS-
4 IT BAR
5/8DA X 10' DRIVEN GROUND
PAD PER ��TOUE 210-81
OF1990
ARE
2 SO. —
FQR N. —
WNEPE APPUO-L Pa.,
I A
2P ISF/2.POWER
0 3W
11 CIR
.-N
INSTALLATION'E :1 ENRSHEU G—
_SS
-INPP 1STA/MPE—NO FOR SEOPS -
MAX TOTAL OR IG,zE I
I. a— 5 AMPS MAX PER
3/4-C. 1#6 /P/ —
SFORM : 2—, —
-Z, - . - AFF_
APPR IS
3-15-22
CITY ENGINEER DATE IRRIGATION CONTROLLER
RICARDO SANDOVAL
REVIEWED BY: - KS
DATE OF LAST REVISION: 02�O7�22
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE 1/31023
PLANS TO BRING THEM INTO CONFORMANCE WITH Or C 0 0
STANDARDS IN EFFECT.
1 0
In WH
RED BLACK BLUE nE
IRRIGATION CONTROLLER
INSTALL CARBON VALVE BOX MODEL 1419 VIOLET/LRVENDER
WITH LID NMODEL 1220-4 WITH STAINLESS STEEL BOLT (OR APPROVED EQUAL)
AND ETCHED WITH FLOW SENSOR AND MASTER VALVE SEE STD 5047 FOR BOX
INSTALLATION DETAILS
WHITE WIROF ES
(Com-N)
l DETAILS
WATERPROOF ALL
WIRE CONNECTIONS
AS PER STD. 5013
BLACRED
MASTER CONTROL
VALVE RAINBIRD 200 EFELCP
NORMALLY CLOSED WITH PURPLE HANDLE
FLOW SENSOR SEE NOTE 1 FOR SIZING
FLOMEDC OS200
DIAMETER SAME SIZE SEE NOTE I FOR ZING
AS BLOW METER SI
MINIMUM ANCE DOWNSTREAM OF UNINTERRUPTED PIPE
5X DIAMETER. OF FLOW METM SIZE
:MINIMUM DISTANCE UPSTREAM OF UNINTERRUPTED PRE
1OX DIAMETER OF FLOW
METER SIZE
IaaFessraj APPROVED BY: CITY OF FONTANA
3/15/22
CITY ENGINEER DATE FLOW METER/MASTER VALVE RICARDO SANDOVAL
REVIEWED BY: - KS
City of Fontana
Irrigation Controller Standard
For Communities Facilities Districts
Toro DXi for Sentinel WMS controller installed in an approved stainless steel Edison meter box
enclosure.
Contact Imperial Technical Services with the following numbers for the City of Fontana
meter/controller. Phone: (714) 696-7535
Fontana Assembly Model 4 for controller:
ISA5-TOI-XXI)XI-GPRS.P,MRXRMRX'R��MPM,-DXI-TR-Ati:'DXI-OPB
Note: "XX" is for station count in increments of 8 (08, 16, 24,32, 40, 48,96)
Required items to be included with each controller installed:
1. DXi-OPBO8 Toro 8 station output board.
2. PROMAX: Rain Muster Maintenance Remote Kit. coded " 123" for City of Fontana
3. DXI-TRAN-120-60-50-50VA 24VAC Transformer
4. After controller installation contact Imperial Technical Services to schedule inspection for
certification which is required prior starting 90 day maintenance
(Note: Items I.' ' _& 3.: No need to order these extra items -They are included in c
Assembly Model #)
Contact:
Imperial Technical Sen ices
Phone: (714) 696-7535
_APPROVEDCITY OF FONTANA
CITY ENGINEER DATE IRRIGATION CONTROLLER
RICARDO SANDOVAL
DML REVIEWED BY: KS
DATE OF LAST REVISION: 02-07-22 STD. PLAN NO. 5005 1 SHT 3 OF
CITY OF FONTANA, CALIFORNIA
Citrus and Slover Ave Street Improvements
DESIGNED SY-. Irraiation Details DATE:
A C110Q]IIJED NwAffbw Ift. 2=
CHOOKED BY: APPROVED BY. q 11.15.22 DATE 17
ThomasHayesE. o;/DRAWING NO.;
2
M C g FOR 10
GIA LAM KI rry IGI RICE 62296 DATE 6277