HomeMy WebLinkAbout5404-7Ci of Fontana RAINBIRD ID TAG: NUMBERED
M----RECTANGULAR VALVE BOX W/ PURPLE BOLT DOWN TO MATCH DRAWINGS
ITTt BtliJ:i Controller Standard COVER. HEAT BRAND VALVE STATION NO. ON UD do PLASTIC LABEL ATTACHED WITH NYLON TIE LABEL TO
NOTE; INSTALL BACKFLOW PREVENTER AS REQ, BY LOCAL CODES NOTE. For Communities Facilities Districts 'RECYCLED WATER" IN 2" HIGH CHARACTERS. READ "RECYCLED WATER - DO NOT DRINK" IN AND HEALTH DEPT. VERIFY LOCAL REQS. PROR TO INSTALLATION. ALL POWER WPW. GROUND WARES ETC. SHALL B
SEPARATELY SLEEVED AND SWEPT THROMH ENGLISH AND SPANISH(���)
ENCLOSED PAD WrrH SCH 40 RIGID CONDW
REDUCED PRESSURE APPROVED GUARDSHACK U" Y EDIS r OF lM LEa ^ems ALL s €€v1Rc SHALL S A R Use OF f$• BELOW
ugkri gr easrly. tYtY LMlf9SCAPE Lw�e+.'°re3x etNtk flt�lSHEO GRADE. ALL SLEEVING � A GRAPHIC REFRESENI'AT10N
BACKFLOW PREVENTER ENCLOSURE (GREEN) w 70 MY r" ` or,�rte' EvsTaatP`TIoN` REMOTE CONTROL VALVE
M PVC SCH. 80 ONNEO�D�WATERPROOF
Toro Sentinel controller installed in an approved stainless steel EAson mctcr box enclosure. NIPPLE do UNION. EXPANSION LOOP
BALL VALVE BRASS NIPPLES #4,I RT, O•c, T,,;'�e'�
(2) TOTAL r w - - - - ~ s -.. N - - w - - s - i -.. , (4" MIN. LENGTH) Contact. Green Product Sales with the following numbers for the City of Fontana PVC SC.40 ELBOW
PVC MALE ADAPTER "
I ) "Waft "VM54 meter/controller. FINISH GRADE 1 TURF AREAS
VERIFY W/ LOCAL ,a°,,, Ma M» C/O aE m 2" SHRUB AREAS
BRASS "Y" I CODES Cl o», S' VIA.i1 12'ESS D. WELL
STRAINER W/ I N c•,En ON ow°r.ecs 3. WITH PARKWAY Fontana part 4 for a 48 station controller
r•RO"K AIM CCMRG"M CAOMO «R #4MTW FILL WITH PIA GRAVEL
60 MESH BRASS 90 ELL (TYP.) o"IWC .• .«' >:• 9,13
ESB48-U2-lMI11EAl6I0K-0Bl-vimMONEL SCREEN T£a9:w TE Af Orin°» H0 FPDM M s.c.e. AW & BRASS PLUG ,°ems E%ACT `a'n"' :"O"' . «:' s12" MAX.
'wT
PR3pR'Pa SpENGkitF3 4.TYP. 5fS"tHA X 1Q' DRNfN fAt(MiND
BRASS UNION (TYP.) Mode► MPS-At6-1OK ;e �� "" n+ .' c r aaoriaNW xso-e1 xf quireditemstobeincludedwitheachcontrollerinstalled:
Or 494Q MEC ll•.e 1. W12 -X13 Toro Sentinel 12 station wireless output beard, level 3 sn a protection with
( � � P 18" MIN.
I [ 4 " THICK XB -Spread Spectrum Radio
[ CONCRETE PADS corgi •,o o•A•o,•a.•�pod`oo�.°
Z ° ----- I 20 OMP 2. T1, -31T0 Kenwood hand held remote wt charger set to City of out�ana tiequency PVC LATERAL UNE .. O o
METER FACTS 2 anL[ SER a O a O
- I I I snw rare "ew PUMPS �` programming ANGLE TO SPECIFIED DEPTH o c %•a • ° '.a0°;.4 :� •�: °
I - t i "HM P CoNe re WITH 45 -DEGREE ELBOWS (MIN EA G3ACU. FT.)
I I F G I I STRONG sox 2P A ' ' 3. After controller installation contact Green Product Sales to schedule inspection for SIZE PER DRAWINGS
I r1
MQE}EL NO. $B- 24SSft2OY rrw: '"�-' P
I I rl 0x+1-0 W certifieati
4 ' Avai able t ou h Im Tal
a . ' I12 CIA
ai�rourt g per Sprinkler Services LENGTH AS REQUIRED BRICK, ONE AT EACH
t PVC SCH. 80 NIPPLE, CORNER OF VALVE BOX
° Prima Contact:
._. , .'• + •� . a A I 00PA r CON Ms �' TYP. Two PLACES.
r ' y •' G Luis Muriel CONTROL AND COMMON
1485 North anassero
�. h M St., Anaheim, CA 92807
° •. :, • WIRES. TAPE WIRES TO
a : • .°may„ -� ,,. PRESSURE MAIN LINE MAIN UNE
• .: . • III � F COST FDR
IND VIEW GROUND FOR T Phone 714 792-2920 PVC SCH. 40 TEE OR
... • I I .. - " NTT '- �r,-c, +re Fax (714) 96-7545
•NOTES:
12•X12"X12" CONCRETE I III I 1. INSTALL CONTROL AND VALVES MINIMUM 2' APART, 2' FROM
STRUCTURES OR HARDSCAPE IN SHRUB AREAS.
FROM P.O.C. THRUST BLOCK PVC MAINLINE
2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX.
3. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES.
USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC � AP OVED CITY OFFONTANA ��r��i€asr� � A � �' CITY OFFONTANA �tigessi�, � r'i�P oVE Y: CITY OFFONTANA 4. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO
OR METAL TO PVC MALE PIPE THREADS t'°`��° �``��°"�r� j .�``��ed �i�'vy`-'c DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD
�. �, � .� � ,, f„ � � "+• G�� �'c�'�"' REDUCE -BUSHING TO BRING PIPING DIAMETER TO REMOTE CONTROL
ITY ENGINEERVALVE SIZE. REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR
No. 61152 CITY ENGINEER DATE IRRIGATION CONTROLLER No. $1152 CITY ENCstNE R DATE IRRIGATION CONTROLLER No sttsx RtcARt7f} sANnouAL DATE IRRIGATION CONTROLLER PIPING SIZE.
I'tICARDO SSANDOVAL RICARDO SANDOVAL
*
Rt"VtffYED BY: ef REVIEWED BY: k 3
REVIEWED BY, ��
tt ' DATE OF L.A$T REVISION; 6-22-15 sTR.FLAN tio. sops s"T 'I OF 3 � OFG 0.l DATE OF LAST REVISION: 6-22=15 LSM. PLAN NO. 5005 SHT 2 OF 'q` Of�h ,t DATE OF LAST REVISION: x-22-13
STD. IkcAx NO. sHT 3 t}F 3
1 REDUCED PRESSURE B.F. 2 AUTOMATIC CONTROLLER 3 "MOTE EM
O CONTROL VALVE
QUICK COUPLING VALVE. VALVE BOX LABELING NOTE:
APPROVED VALVE BOX TOP OF VALVE SHALL BE APPROVED VALVE BOX HEAT BRAND ALL VALVE BOX COVERS IN 2 HIGH LETTERS
2" BELOW VALVE BOX COVER GATE VALVE PER EQUIPMENT LOCATED WITHIN VALVE BOXES.
LABEL "GV" FOR ALL GATE VALVES LABEL "FM" FOR ALL FLOW MASTER VALVES
1/2" STAINLESS STEEL 1' IN LAWN AREAS LABEL "QCV" FOR ALL QUICK COUPLING VALVES LABEL "FV" FOR ALL FLUSH VALVES
HOSE CLAMP. 3 REQUIRED 1" IN TURF AREAS FlNISH GRADE1 7 " „ FINISH GRADE
LABEL MV" FOR ALL MASTER VALVES LABEL AR" FOR ALL AIR RELIEF VALVES
FINISH GRADE 2" IN SHRUB AREAS LABEL "VALVE STATION" FOR ALL CONTROLL VALVES AS REQUIRED
1 Z"
12" MAX.-HARDSCAPING(SEE NOTE 4) 6" MIN.
LEGEND - USE CARSON VALVE BOXES.
1. 10" DIAMETER CIRCULAR VALVE BOX. :•:• :• ;. ;. ;•, ;•.�:• / / / / / , / , /
BRASS OR COPPER
NIPPLE LENGTH AS 4 - - - 12" MIN.
REQUIRED 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC.TFFT7
12" 3. 14" x 19" RECTANGULAR VALVE BOX. I - 18" MIN.
-III
PLASTIC LABEL ATTACHED W/ NYLON TIE LABEL
TO READ "RECYCLED WATER - DO NOT DRINK" IN 4. 20" x 30" RECTANGULAR VALVE BOX. 4 Mimi =III I -�
ENGLISH AND SPANISH 3 I=I I NON PRESSURE
° �O D e0 'Pe... ° - LATERAL LINE
° °e ° e � ° _ / /
o0 0 ° ° °Qoo " ° o o oo$ °8 o NOTES z -III CLEAN BACKFILL - SEE �/ / / , ,� �/
° ° °° °a �°o 0 o O �odo Og ° �De $� a e ° 12" 90% COMPACTION REQUIRED ' /' ' /,/// /
p o o SPECS. FOR MATERIAL. /
° QO °p Eoo e�o �o O Co°pp Oo8 °�7 o e°O o /
CLEAN BACKFILL
(� A. CENTER VALVE BOX OVER VALVE TO FACILITATE a
o¢O ° D 0,QO e.e° O ° ° BRICK SUPPORTS
PEA GRAVEL. o 00 °� �a °°aO •a° \BRICK SUPPORTS REE REQUIRED SERVICING OF VALVE. :::., : .. •.:•:. �.;:
2 CUBIC FEET MIN. (THREE REQUIRED) 3 I=I I PROVIDE 6" MIN. OF SAND . �•:`'+ " : •• • =.:�:; , .
PVC MALE ADAPTOR B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN BEDDING AND SHADDING
BRASS 90 DEGREE ELL NIPPLE &R COPPER
TYP. TWO PLACES MULCH COVER OR GROUNDCOVER/SHRUB AREAS - -III -
12" SET FLUSH WITH FINISH GRADE IN TURF AREAS. M I I II - I I _
g . TYP_ , - • • CONTROL WIRE SLEEVE -
SIZE PER PLAN INSTALL
PRESSURE MAIN LINE V(PM�I�N-1
AVEL C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND- ADJACENT TO PRESSURE CONTROL WIRES PRESSURE SUPPLY UNE
ANGLE TO SPECIFIED CU.Fr) 3 COVER/SHRUB AREA WHERE POSSIBLE -INSTALL - I I- I =SUPPLY UNE MIN. 2" OF CLEAN EARTH
PRESSURE SUPPLY LINE DEPTH WITH 45 -DEGREE IN TURF ONLY IF THERE IS NO ADJACENT GROUND- I -III •.•.-... ' ' ' ' - ' ' ' ' I I=
ELBOWS, SIZE PER PRESSURE SUPPLY LINE
BRASS 90 DEGREE PRESSURE LINE FITTING DRAWINGS. 12„ COYER. a -I =I SLEEVE -SIZE TWICE NOTES:
STREET ELL NOTES: ` I=I (I .. _ I = I DIAMETER OF PRESSURE 1. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND
BRASS 90 DEGREE D. SET VALVE BOXES PARALLEL TO ONE ANOTHER =_ . ' . . . . . SUPPLY LINE SHALL BE INSTALLED ABOVE AND BELOW PIPING.
I. GATE VALVES 2 1/2- AND LARGER SHALL BE AWWA APPROVED AND 1 AND PERPENDICULAR TO EDGE. -I I -I = - - 1=1= I I 2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3"
STREET ELL HAVE A 2' SQUARE OPERATING NUT IN LIEU OF BRASS HANDWHEEL 11 - =lII-III-III-II - - NON -PRESSURE LATERAL AND LARGER.
AND FLANGE CONNECTIONS IN LIEU OF UNIONS. I•i (- I- - LINE SLEEVE - SIZE TWICE 3. WHEN USING RECLAIMED WATER , MAINTAIN MINIMUM 10 HORIZONTAL
BRASS OR COPPER 2. GATE VALVES e" AND LARGER SHALL HAVE TRANSIT ADAPTERS. BOX E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE I �_� � SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES.
4 REBAR STAKE 36" LONG NIPPLE LENGTH AS 4. TE VALVE SHALL BE IINSTALLLTO INSTALLATION
DIN SHR B AREAS UNLLESS PLAN VIEW 2 BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE. DIAMETER OF NON -PRESSURE
REQUIRED OTHERWISE APPROVED LATERAL UNE MINIMUM LINES5EACHSIDE PROVIDE PVC SLEEVE
WATER FORPOTABLELINE
NOTE: F. ALL BOX TO BE PURPLE IN COLOR. NOTES:
PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 1. ALL SLEEVES TO BE SCH 40 PVC.
2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
3. ROUTE SLEEVING AROUND HANDICAP RAMPS.
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY
STANDARDS. (24" MIN. TO 36' MAX DEPTH TO TOP OF PIPE BELOW
HARDSCAPE SURFACE.
4 QUICK COUPLING VALVE 5 BALL/GATE VALVE 6 VALVE BOX INSTALLATION 7)TYPICAL SLEEVING V NG S TYPICAL TRENCHING
Establishment Irrigation Schedule Sierra Crest II Streetscapes
Fontana, California
STEP 1 2
4
STEP 2 3
6 5
STEP 3
STEP 4 7
8
Station
Run Days
per week
Cycles
(Starttimes)
Jan
Feb
Mar
Apr
Minutes per Cycle
May June July
Aug
Sept
Oct
Nov
Dec
Al
5
2
6
7
10
12
14
15
17
16
13
/0
7
6
A2
5
2
3
3
4
6
6
7
8
7
6
4
3
3
A3
5
2
6
7
10
12
14
15
17
16
13
10
7
6
A4
5
2
3
3
4
5
6
7 1
7
7
5
4 1
3
3
A5
5
2
3
3
4
5
6
7
7
7
5
4
3
3
A6
5
2
6
7
10
12
14
15
17
16
13
10
7
6
A7
5
2
3
3
4
6
6
7
8
7
6
4
3
3
A8
5
2
6
7
10
12
14
15
17
16
13
10
7
6
A9
5
2
3
3
4
6
6
7
8
7
6
4
3
3
A10
5
2
3
3
4
5
6
7
7
7
5
4
3
3
All
5
2
6
7
10
12
14
15
17
16
13
10
7
6
Al2
5
2
3
3
4
5
6
7
7
7
5
4
3
3
A13
5
2
3
3
4
6
6
7
8
7
6
4
3
3
A14
5
2
6
7
10
12
14 1
15
17
16
13
10
7
6
A15
5
2
3
3
4
6
6 1
7
8
7
6
4
3
3
A16
1 5
2
6
7 1
10
12
14
15
17
16
13
10
7
6
A17
5
2
3
3
4
6
6
7
8
7
6
4
3
3
A18
5
2
3
3
4
5
6
7
7
7
5
4
3
3
A19
5
2
6
7
10
12
14
15
14
16
13
10
7
6
A20
5
2
3
3
4
6
6
7
8
7
6
4
3
3
A21
5
2
3
3
4
5
6
7
7
7
5
4
3
3
A22
5
2
6
7 1
10
12
14 1
15
17
16
13
10
7
6
Irrigation Schedule and Calculations
For Landscapes in the city of Fontana
Data
Reference Evapotranspiration (Eto) Amounts:
Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec
2.50 2.90 1 4.20 1 5.30 1 5.90 1 6.60 1 7.20 1 6.90 1 5.40 1 4.10 1 2.90 1 2.50
Total Yearly Eto: 56.40 inches
Calculations
THE MAXIMUM APPLIED WATER ALLOWANCE (MAWA)
Formula per AB1881: MAWA =(Eto)(0.62)[(0.7)(LA)+(0.3)(SLA)]
Eto: 56.40 LA: 25814 SLA:0
MAWA = 631,864.77
ESTIMATED TOTAL WATER USE
Formula per AB 1881: ETWU hydrozone) _ (Eto) (PF)[ (HA) (0.62) / (IE)+SLA]
Eto is the evapotransiration rate per year (not month).
Established Irrigation Schedule PF is the plant factor for plants watered by this station (hydrozone).
HA is area in square feet watered by Non -SLA irrigation station (hydrozone).
1. SLIP BASE SOCKET OVER ENDS OF WIRES. IE is the irdaaiton efficiency of this station (hydrozone)
2. STRIP WIRES APPROX. 3/8" FROM ENDS -
Run Days
per week
TWIST TOGETHER.
Jan
3. PUT CRIMP SLEEVE OVER WIRE ENDS -
Mar
CRIMP AND CUT OFF EXCESS WIRE.
Minutes per Cycle
May June July
4. APPLY SEALER TO OUTSIDE OF SEALING
Sept
PLUG - FILL CAVITY WITH SEALER.
Nov
5. PULL BASE SOCKET OVER CRIMPED CON-
Al
NECTION AS FAR AS POSSIBLE.
2
6. PUSH SEALING PLUG INTO BASE SOCKET.
6
7. PUSH WIRES TO END OF BASE SOCKET
10
TO ASSURE COMPLETE SEALING OF
13
CONNECTION.
13
8. RAIN BIRD "SNAP-TITE" WIRE CONNECTOR
8
OR APPROVED EQUAL.
5
Call Underground Service Alert
5
at least 2 days
2
before you dig
4
Station
Run Days
per week
Cycles
(Start times)
Jan
Feb
Mar
Apr
Minutes per Cycle
May June July
Aug
Sept
Oct
Nov
Dec
Al
5
2
5
6
8
10
11
13
14
13
10
8
6
5
A2
5
2
2
3
4
5
5
6
6
6
5
4
3
2
A3
5
2
5
6
8
10
11
13
14
13
10
8
6
5
A4
5
2
2
2
4
4
5
6
6
1 6
5
3
2
2
A5
5
2
2
2
4
4
5
6
6
6
5
3
2
2
A6
5
2
5
6
8
10
11
13
14
13
10
8
6
5
A7
5
2
2
3
4
5
5
6
6
6
5
4
3
2
A8
5
2
5
6
8
10
11
13
14
13
10
8
6
5
A9
5
2
2
3
4
5
5
6
6
6
5
4
3
2
A10
5
2
2
2
4
4
5
6
6
6
5
3
2
2
All
5
2
5
6
8
10
11
13
14
13
10
8
6
5
Al2
5
2
2
2
4
4
5
6
6
6
5
3
2
2
A13
5
2
2
3
4
5
5
6
6
6
5
4
3
2
A14
5
2
5
6
8
10
11
13
14
13
10
8
6
5
A15
5
2
2
3
4
5
5
6
6
6
5
4
3
2
A16
5
2
5
6
8
10
11
13
14
13
10
8
6
5
A17
5
2
2
3
4
5
5
6
6
6
5
4
3
2
A18
5
2
2
2 1
4
4
5
6
6
6
5
3
2
2
A19
5
2
5
6
8
10
11
13
14
13
10
8
6
5
A20
5
2
2
3
4
5
5
6
6
6 1
5
4
3
2
A21
5
2
2
2
4
4
5
6
6
6
5
3
2
2
A22
5
2
5
8
10
11
13
14,
3
10
8
6
5
SLA is the Special Landscape Area as defined in AB1881
Station
Eto
PF
HA
IE
SubTotal
WATER USE
Al
56.40
0.5
1,608
90%
31,238
MEDIUM
A2
56.40
0.5
900
90%
17,484
MEDIUM
A3
56.40
0.5
1,940
90%
37,688
MEDIUM
A4
56.40
0.5
14
90%
272
MEDIUM
A5
56.40
0.5
7
90%
136
MEDIUM
A6
56.40
0.5
2,950
90%
57,309
MEDIUM
A7
56.40
0.5
915
90%
17,775
MEDIUM
A8
56.40
0.5
1,650
90%
32,054
MEDIUM
A9 1
56.40
0.5
400
90%
7,771
MEDIUM
A10
56.40
0.5
10
90%
194
MEDIUM
All
56.40
0.5
2,190
90%
42,544
MEDIUM
Al2
56.40
0.5
12
90%
233
MEDIUM
A13
56.40
0.5
598
90%
11,617
MEDIUM
A14
56.40
0.5
1,186
90%
23,040
MEDIUM
A15
56.40
0.5
342
90%
6,644
MEDIUM
A16
56.40
0.5
2,020
90%
39,242
MEDIUM
A17
56.40
0.5
2,653
90%
51,539
MEDIUM
A18
56.40
0.5
23
90%
447
MEDIUM
A19
56.40
0.5
1,880
90%
36,522
MEDIUM
A20
56.40
0.5
1,910
90%
37,105
MEDIUM
A21
56.40
0.5
16
90%
311
MEDIUM
A22
56.40
0.5
2,930
90%
1 56,920
MEDIUM
Annual EWU using AB1881 Formula: 508,085 gallons
NOTE: CITY OF FONTANA
FOR THE ESTABLISHMENT PERIOD, THE CONTRACTOR IS TO SELECT
THE APPROPRIATE 90 DAY PERIOD (I.E. MAY,7UNEjULY) FROM THE ANNUAL LANDSCAPE PLANS
SCHEDULE PROVIDED DRAVN sn SIERRA AVE. STA. 152 + 53.37 TO 166 + 50.00
SA SEGOVIA LN. STA. 10 + 50.00 TO 18 + 61.48 AS SHOWN
rrtyra En sr, N'M
SS IRRIGATION DETAILS, CALCS & SCHEDULE
Know Call
U9 WIRE CONNECTOR IRRIGATION CALCULATIONS & SCHEDULES 7
CFECI�D HYD APPRDVED HY, DVG, Nd
�"�' 5404
a before you dig. SS CrrY ENONEER RC.E. 5UM ETP. DATE 16
S I T C S C A P e S
Landscape Architecture
and Planning
3190 B2 Airport Loop Drive
Costa Mesa, CA 92626
Richard Polhamus, License CA -#2782
(949) 644-9370 (714) 210-3140 FAX
NO. REVISION
Q Rev. Per Civil Eng.
12-17-15
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DATE
08-14-15
JOB #
15-020
L6
OF 16
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DATE
08-14-15
JOB #
15-020
L6
OF 16