HomeMy WebLinkAbout5075-7NOTE: INSTALL BACKFLOW
AND HEALTH DEPT. VERIFY
REDUCED PRESSURE
BACKFLOW PREVENTER
BALL VALVE
(2) TOTAL
BRASS "Y"
STRAINER W/
60 MESH
MONEL SCREEN
8 BRASS PLUG
. • f
PREVENTER AS REO. BY LOCAL CODES
LOCAL REQS. PROR TO INSTALLATION.
APPROVED GUARDSHACK
ENCLOSURE (GREEN)
oo
• a
••
ilii
BRASS NIPPLES
BRASS
(4" MIN. LENGTH)
( VERIFY W/ LOCAL
( CODES
BRASS 90 ELL (TYP.)
(
(
BRASS UNION (TYP.)
4" THICK
CONCRETE PAD
•
•
12"X12"X12" CONCRETE
. . •
FG
FROM P.O.C. THRUST BLOCK PVC MAINLINE
USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC
OR METAL TO PVC MALE PIPE THREADS
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ENO VIEW
NOTE:
ALL POWER RES r..R0&u-D vvflRES ETC, 57 aLL 6E
SEPARATE.Y V.UVED AND strut T RoEGH
Et CLOsm P#. Wnli SCH 40 RS D CONDUIT
ALL SIEVING SHS. et: A MINI MUM cr Is. BELOW
FINf:ar4 CRAM. A L L SLr � {G A CRAPkOC PEEPRE$ENTAHON
or A WP. INSTALLATION.
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OTTOWLESS CROWD *PM
WETH PARIMAN CORP,
EIEC WIT?!
PEA GRAVEL
Gia FOR EXCTRICAL
11
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COCONMTE
MOLIKUNG
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City of Fontana
Ir igat on Controller Standard
For Communities Facilities
Districts
Toro Sentinel control er installed in an approved stainless stee[ Edison meter box
enclosure.
Contact Aqua Flow with the following numbers for the City of Fontana
meter/controller.
Fontana pan # for a 36 station controller
ESB3 U2-.MPEA'1661 OK -OB 1 -VRA
Fontana part # for a 48 station controller
E B4$-I-)2-MPEA161 OK -OB 1 -VRA
Available through AQUA FLO
Primary Contact:
Corey Raden (craden@aquaflo.com
Phone (661) 257-0909
Fax (661) 257-9500
Secondary Contacts:
Renee Erlenbach (rerlenbach@aquaflo.com)
Greg Fay (gfay@aquaflo.com)
Sharon Fay Allen President - Aqua -Flo Supply
(805) 967-1938
APPROVED VALVE BOX
SIZE AS REQUIRED
BRASS OR COPPER
NIPPLE & UNION
PVC MALE ADAPTER
TYP. 2 (TWO) PLACES
FINISH GRADE
MASTER VALVE VALVE
APPROVED WATERPROOF
CONNECTORS
EXPANSION LOOP
1' IN TURF AREAS
2" IN SHRUB AREAS
12' MAX.
-t
• a qo •p,.o.t . ddp.. -
BRICK. ONE AT EACH
CORNER OF VALVE BOX
PRESSURE MAIN UNE
ANGLE TO SPECIFIED
DEPTH WITH 45 -DEGREE
ELBOWS, SIZE PER
DRAWINGS.
PEA GRAVEL
(MIN. 3 CU. FT.)
CONTROL AND COMMON
WIRES. TAPE WIRES TO
MAIN UNE
NOTES:
1. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX.
2. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES.
3. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO
DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY. ADD
REDUCE -BUSHING TO BRING PIPING DIAMETER TO VALVE SIZE
4. MASTER VALVES 4" AND LARGER TO BE PROVIDED WITH
FLANGED CONNECTIONS IN UEU OF UNIONS.
REDUCED PRESSURE B.F.
AUTOMATIC CONTROLLER
MASTER VALVE
NOTE:
PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX
APPROVED VALVE BOX
1/2" STAINLESS STEEL
HOSE CLAMP. 3 REQUIRED
FINISH GRADE
QUICK COUPLING VALVE.
TOP OF VALVE SHALL BE
2" BELOW VALVE BOX COVER
1" IN TURF AREAS
2" IN SHRUB AREAS
1
PEA GRAVEL.
2 CUBIC FEET MIN.
.02 Qo �avoi
�.0
BRASS 90 DEGREE ELL
PRESSURE SUPPLY LINE
BRASS 90 DEGREE
STREET ELL
14 REBAR STAKE 36" LONG
tt/
i
1
`■ II U'II
\\ ■ III •! II=11.1
LFIII
• BRASS OR COPPER
• NIPPLE LENGTH AS
REQUIRED
••°.° •� BRICK SUPPORTS
(THREE REQUIRED)
��lll
I lnps►
PRESSURE UNE FITTING
BRASS 90 DEGREE
STREET ELL
BRASS OR COPPER
NIPPLE LENGTH AS
REQUI RED
APPROVED VALVE BOX
FINISH GRADE
12" MAX.
GTE VALVE
1
11
BRASS OR COPPER
NIPPLE do UNION
PRESSURE MAIN UNE
ANGLE TO SPECIFIED
DEPTH WITH 45 -DEGREE
ELBOWS. SIZE PER
DRAWINGS.
1' IN LAWN AREAS
2' PLANTER AREAS
lk
•
s •
�. •
4
.°•
BRICK SUPPORTS
(THREE REQUIRED)
PVC MALE ADAPTOR
TYP. TWO PLACES
PEA GRAVEL
(MIN. 2 CU.FT)
NOTES:
1. GATE VALVES 2 1/2' AND LARGER SHALL BE AWWA APPROVED AND
HAVE A 2" SQUARE OPERATING NUT IN UEU OF BRASS HANDWHEEL
AND FLANGE CONNECTIONS IN UEU OF UNIONS.
2. GATE VALVES a" AND LARGER SMALL HAVE TRANSIT ADAPTERS.
3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX
4. GATE VALVE SHELL BE INSTALLED IN SHRUB AREAS UNLESS
OTHERWISE APPROVED
VALVE BOX LABELING NOTE:
HEAT BRAND ALL VALVE BOX COVERS IN 2" HIGH LETTERS
PER EQUIPMENT LOCATED WITHIN VALVE BOXES.
LABEL "GV" FOR ALL GATE VALVES
LABEL "QCV" FOR ALL QUICK COUPUNG VALVES
LABEL "MV" FOR ALL MASTER VALVES
LABEL "VALVE STATION" FOR ALL CONTROLL VALVES
PLAN VIEW
LABEL "FM" FOR ALL FLOW MASTER VALVES
LABEL "FV" FOR ALL FLUSH VALVES
LABEL "AR" FOR ALL AIR REUEF VALVES
12"
LEGEND - USE CARSON VALVE BOXES.
1. 10" DIAMETER CIRCULAR VALVE BOX.
2. EDGE OF LAWN, WALK, FENCE, CURB, ETC.
3. 14" x 19" RECTANGULAR VALVE BOX.
4. 20" x 30" RECTANGULAR VALVE BOX.
NOTES
A. CENTER VALVE BOX OVER VALVE TO FACIUTATE
SERVICING OF VALVE.
B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN
MULCH COVER OR GROUNDCOVER/SHRUB AREAS -
SET FLUSH WITH FINISH GRADE IN TURF AREAS.
C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND-
COVER/SHRUB AREA WHERE POSSIBLE - INSTALL
IN TURF ONLY IF THERE IS NO ADJACENT GROUND -
COVER.
D. SET VALVE BOXES PARALLEL TO ONE ANOTHER
AND PERPENDICULAR TO EDGE.
E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE
BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE.
NOTE: CONTRACTOR TO USE PURPLE LIDS WHEN NON -POTABLE WATER
WATER SOURCE IS USED (SEE PLAN)
24"
4
v
FINISH GRADE
HIGH POP-UP HEAD
4,►' ► I 1 ► ;I► 1
II�I�IIII
IIIIiI
1111
STREET OR
NON -PERMEABLE
PAVING ADJACENT
TO STREET
LATERAL UNE, SIZE PER
DRAWINGS
PVC SC. 40
STREET ELBOW
L 1 41, r III rla !
11
12" MIN.
PVC SCH. 80 NIPPLE, SIZE
AND LENGTH AS REQUIRED
TYPICAL TWO PLACES
PVC SCH. 40 ELBOW
PVC TEE (SXSXT)
OR ELBOW
PVC SC. 40
STREET ELBOW
NOTES:
1. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC.
2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS
AND CORNERS.
3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD.
4. WHERE NOTED CPIECK VALVE SHALL BE INSTALLED UNDER HEAD
USING SCHEDULE 80 NIPPLE.
FINISH GRADE
NOTES:
1. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAN
SHALL BE INSTALLED ABOVE AND BELOW PIPING.
2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY UNES 3'
AND LARGER.
3. WHEN USING RECLAIMED WATER . MAINTAIN MINIMUM 10' HORIZONTAL
SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES.
WHERE UNES CROSS, PROVIDE PVC SLEEVE FOR POTABLE UNE
MINIMUM 5' EACH SIDE OF RECLAIMED WATER UNE
QUICK COUPLING VALVE
BALL/GATE VALVE
VALVE BOX INSTALLATION
HIGH POP-UP HEAD
TYPICAL TRENCHING
m
OD
0
0
0
0
0
Gall Underground Service Alert
at least 2 days
before you dig
Know what's below.
CaII before you dig.
4 -INCH GRATE (INCLUDED)
BUBBLER: SEE IRRIGATION LEGEND
(INCLUDED)
ROOT WATERING SYSTEM:
FINISH GRADE
OPTIONAL PEA GRAVEL
OR RWS SAND SOCK (RWS-SOCK)
FOR SANDY SOILS
1/2 -INCH PVC SCH 80 NIPPLE (INCLUDED)
1/2 -INCH 90 -DEGREE ELBOW (INCLUDED)
12 -INCH SWING ASSEMBLY
(INCLUDED)
1/2 -INCH MALE NPT INLET (INCLUDED)
PVC SCH 40 TEE OR EL
LATERAL PIPE
4 -INCH BASKET WEAVE CANISTER (INCLUDED)
TREE
C?) TREE BUBBLER
Sierra Crest Park 'A'
Fontana, CA
Irrigation Schedule and Calculations
For Landscapes under AB 1881 guidelines
Data
Reference Evapotranspiration (Eto) Amounts:
Jan
Feb
Mar
Apr
May
June
July
Aug
Sept
Oct
Nov
Dec
2.50 1 2.90 l 4.20 I 5.30 1 5.90
_ 6.60 I 7.20
6.90
5.40 1 4.10 I 2.90
2.50
Total Yearly Eto:
56.40 inches
Irrigation System Information:
..................................
Station Plant Factor Irr Type
sq ft areal
ppt
Efficiency
GPM
Run Days"
Cycle/Day
Al
0.5
Rotator
3,800
0.39
85%
16.00
5
2
A2
0.5
Drip - 18
300
0.435
90%
1 .50
Oct
2
A3
0.8
Rotator
2,37085
0.39
0
/0
12.00
5
2
A4
0.5
D rip - 18"in,90
2 330
0.43
0
/o
11.70
5
2
A5
0.5
Rotator
2,680
0.39
85%
16.00
5
2
A6
0.5
Drip - 18"
600
0.43
90%
3.00
5
2
A7
0.8
Rotator
2,040
_ 0.39
85%
13.00
5
2
A8
0.8
Rotator
4,300
0.39
85%
23.00
5
2
A9
0.5
Rotator
4,440
0.39
85%
24.00
5
2
A10
0.5
Bubbler
3
1.00
90%
1.50
5
2
All
0.8
Drip - 12"
200
0.96
90%
1.40
5
2
Al2
0.8
Rotator
_ 2,680
0.39
85%
_ 16.00
5
2
A13
0.5
Drip - 18"
1,260 __
0.43
90%
6.30
5
_
2
THE MAXIMUM APPLIED WATER ALLOWANCE (MAWA)
Calculations
Formula per AB 1881: MAWA =(Eto)(0.62){(0.7)(LA)+(0.3)(SLA)
Eto: 56.40
27003
MAWA =
780,45429
SLA:
11,390
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).
...................................
.....P F is.......th....e.......p...la.....n....t ...fa....c....t...o....r fo....r p....l...a:.:.:.:.n:.:....ts......:.:.w.....a....t...e....re....d....:.:.:.b...y.::.:...this
station(..:hydrozone). HA is area in square feet watered by Non -SLA irriation station (hydrozone
._.
...
................................................................................. .
fE is the irtigaiton efficiency of this station (hydrazone).
SLA is the Special Landscape Area as defined in AB 1881
Station
Eto PF
HA
IE
SubTotal
Al
56.40 0.5
3,800
85%
78,164
A2 56.40 0.5
300
90%
5,828
A3 56.40 0.8
2,370
85%
77.999
A4 56.40 0.5
2,330
90%
45.264
A5 56.40 0.5
2,680
85%
55.126
A6 56.40 0.5
600
90%
11.656
A7 56.40 0.8
2,040
85%
67 139
A8 56.40 0.8
4,300
85%
141,518
A9 56.40 0.5
All 56.40 0.8
3
200
VI
85%
90%
91,328
58
6,217
Al2 56.40 0.8
2,680
85%
88,202
1,260
90%
24,478
Fet'nnual EWU using AB1881 Formula: 692,975 gallons
Establishment Irrigation Schedule
Station
Run Days
per week
Cycles
(Start times)
L6
of 17
Minutes per Cycle
Jan
Feb
Mar
Apr
May
June
July
Aug
Sept
Oct
Nov
Dec
Dec
Al
5
2
6
7
10
12
13
15
16
16
12
9
7
6
A2
5
2
5
6
8
10
11
13
14
13
10
7
6
A3
5
2
11
13
18
23
26
29
31
30
23
18
13
11
7
11
-
4.
7
18
13
11
Established Irrigation Schedule
Station
Run Days
per week
Cycles
(Start times)
L6
of 17
Minutes per Cycle
Jan
Feb
Mar
Apr
May
June
July
Aug
Sept
Oct
Dec
Al
5
2
6
7
10
12
13
15
16
16
12
9
7
6
A2
5
2
5
6
8
10
11
13
14
13
10
8
6
5
CITY OF FONTANA
LANDSCAPE PLANS
DRAWN Vs
DESIGNED SYs
CHECKED Iffs
SIERRA CREST - PARK SITE 'A'
IRRIGATION DETAILS
APPRIPIES
scALEJ
AS SHOWN
DATEs
/IA.,/ DWG. NCLs
5075
CITY MINCER R.C.E. S1152 EXP. DATE
Y17
SITESCAPES
Landscape Architecture
and Planning
3190-B2 Airport Loop Drive
Costa Mesa. CA 92626
Richard Polhamus. Uconse CA -I2782
(949) 644-9370 (714) 210-3140 FAX
NO.
REVISION
6-4-14 REVISE TOT LOT EQUIP..
TREWS AND BENCH RODE
0
cc
00
00
c.)
p4
'E,;5
1156 N. Mountain Avenue
Upland, California 91786
(909) 985-0971
CONTENTS
• ci)
o z
r:
E-4
DATE 5-19-14-
L6
of 17