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NOTE: INSTALL BACKFLOW PREVENTER AS REQ. BY LOCAL CODES
AND HEALTH DEPT. VERIFY LOCAL REQS. PRIOR TO INSTALLATION.
APPROVED STRONGBOX
REDUCED PRESSURE ENCLOSURE (PURPLE)
BACKFLOW PREVENTER
BRASS NIPPLES (4" MIN. FINISH GRADE APPROVED VALVE BOX MASTER VALVE VALVE
BALL VALVE LENGTH) VERIFY W/ /� HARDSCAPING(SEE NOTE 4) SIZE AS REQUIRED PURPLE)
(2) TOTAL LOCAL CODES O� AS REQUIRED APPROVED WATERPROOF o
BRASS .,Y„ ���.a NIPPLE & UNION
SS OR ER CONNECTORS
_ _ EXPANSION LOOP WHITE
STRAINER W/ I � - - - -_ 6" MIN. PVC MALE ADAPTER BLUE
60 MESH BRASS 90 ELL (TYP.) -III -III-III ' TYP. 2 (TWO) PLACES
MONEL SCREEN I ® ® I 511111�1111
1" IN TURF ARFAS& BRASS PLUG ® I _ i , , , , , i ,-I-IEPDXY FILLED WATERPROOF
"''�'FINISH GRADE 2" IN SHRUB AREAS RED CONNECTOR OR EQUAL
�'/ �,' �� i' i� i',' BLACK PIG TAIL EXPANSION
, , , ,' , 18" MIN. i LOOP (MIN.24" LONGI IRRIGATION CONTROLLER
I = = BRASS UNION (TYP.) Z -III - CLEAN BACKFILL - SEE
SPECS. FOR MATERIAL., 12" MAX. PURPLE PLASTIC VALVE BOX WATERPROOF ALL
I } 907 COMPACTION REQUIRED ' , ,',� ,',',� ',' i / (CARSON OR EQUALI WITH PLASTIC WIRE CONNECTIONS k
NON PRESSURE INTEGRATED LOCKING LID. PLACE AT k
GRADE INTURF AREAS AND 3" ABOVE
PROVIDE 6" MIN. OF SAND �� i , i',' �� i ' �� IN PLANT BED.
I o I BEDDING AND SHADDING
I _ CLEAN BACKFILL ' ��,' ' ice,' ice,' ' PIG TAIL EXPANSION x
"�'"+ - LOOP (MIN.24" LONGI >< °c x TE
AIR GAP I CONTROL WIRE SLEEVE - ' x ICOMIMONI
12" MIN. I 6 NP` SIZE PER PLAN INSTALL o0 0 ° o
I 30" MIN. I _ O .. o °aO10 e0o0 oa O i�°oe 0oo00o OF 14 BLUE
FG III- III SUPPLY LINE PRESSURE Oen O° oo Qoo �O oaoQo°o° WIRES
PRESSURE SUPPLY LINE o O° O o0 00 0 ° o%° °
III- RED MASTER CONTROL
SLEEVE -SIZE TWICE CONTROL WIRES
+ +, y ; .a ., o - O - - DIAMETSUPPLYER OF INE PRESSURE MIN. 2" OF CLEAN EARTH PRESSURE SUPPLY LINE CORNER OF VALVEBRICK, ONE AT CBOX (MIN. H PEA G3ACU. FT.) VEL SLACK VALVE
n'.� ,.«. «.`III=�1 _ W
FROM P.O.C. VIII - .. III: _ - _ .. =-III- P% I
I =� I -III -III -III_ _ PRESSURE MAIN LI (PVC) FLOW METER DIAMETER SAME
_ NON -PRESSURE LATERAL NOTES: ANGLE TO SPECIFIED SIZE AS FLOW
LINE SLEEVE - SIZE TWICE 1. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND DEPTH WITH 45 -DEGREE CONTROL AND COMMON METER SIZE
III- -III III- KI DIAMETER OF NON -PRESSURE SHALL BE INSTALLED ABOVE AND BELOW PIPING. WIRES. TAPE WIRES TOi LATERAL LINE 2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3" ELBOWS, SIZE PER MAIN LINE DIAMETER
« 'I _ AND LARGER. SAME sizE As
1 11 r -11 111. -1 FLOW METER
NOTES: 3. WHEN USING RECLAIMED WATER , MAINTAIN MINIMUM 10' HORIZONTAL SIZE
1. ALL SLEEVES TO BE SEPARATION BETWEEN POTABLE AND
SCH 40 PVC. RECLAIMED PRESSURE LINES. NOTES:
-- - - WHERE LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE LINE 1. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. MINIMUM DISTANCE DOWNSTREAM OF
12"X12"X12" - =111-111-111- - -' -111 - -III_ EVC MAINLINE 2• EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. UNINTERRUPTED PIPE (5X DIAMETER
CONCRETE = = = = = = -= 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. MINIMUM 5' EACH SIDE OF RECLAIMED WATER LINE 2. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. OF FLOW METER SIZE)
THRUST BLOCK -III- I'-" " " -IIIIII=III=III„ FLOOR DRAIN 3. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY
-111-III-III- 12"X12"X12" DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD MINIMUM DISTANCE UPSTREAM OF
USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC CONCRETE STANDARDS. (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW REDUCE -BUSHING TO BRING PIPING DIAMETER TO VALVE SIZE UNINTERRUPTED PIPE (lox DIAMETER
OR METAL TO PVC MALE PIPE THREADS THRUST BLOCK HARDSCAPE SURFACE. 4. MASTER VALVES 4" AND LARGER TO BE PROVIDED WITH OF FLOW METER SIZE)
FLANGED CONNECTIONS IN LIEU OF UNIONS.
�1 REDUCED PRESSURE B.F. O2 TYPICAL SLEEVING �3 TYPICAL TRENCHING 4 O MASTER VALVE 5 FLOW METER O
VALVE BOX LABELING NOTE:
10" CIRCULAR QUICK COUPLING VALVE. HEAT BRAND ALL VALVE BOX COVERS IN 2 HIGH LETTERS 2 RAINBfRD ID TAG: NUMBERED
APPROVED VALVE BOXTOP OF VALVE SHALL BE PER EQUIPMENT LOCATED WITHIN VALVE BOXES. APPROVED VALVE BOX TO MATCH DRAWINGS
(PURPLE) 2" BELOW VALVE BOX COVER APPROVED VALVE BOX LABEL "GV" FOR ALL GATE VALVES LABEL "FM" FOR ALL FLOW MASTER VALVES REMOTE CONTROL(PURPLE)
VALVE APPROVED WATERPROOF
$ CONNECTORS
PURPLE GATE VALVE LABEL "QCV" FOR ALL QUICK COUPLING VALVES LABEL "FV" FOR ALL FLUSH VALVES
1/2" STAINLESS STEEL"MV"" PVC SCH. 80 EXPANSION LOOP
1" IN LAWN AREAS LABEL FOR ALL MASTER VALVES LABEL "AR FOR ALL AIR RELIEF VALVES
HOSE CLAMP. 3 REQUIRED 1" IN TURF AREAS NIPPLE &UNION.
FlNISH GRADE LABEL "VALVE STATION" FOR ALL CONTROLL VALVES a 2 3 PVC sCAO ELBOW
FINISH GRADE 2" IN SHRUB AREAS 11 PVC MALE ADAPTER 1" TURF AREAS
12 FINISH GRADE 2" SHRUB AREAS
12" MAX.
LEGEND - USE CARSON VALVE BOXES. 24"MIN.
1
1. 10" DIAMETER CIRCULAR VALVE BOX. 36"MAX.
1
} 4
NIPPLE LENGTH AS 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. 12" MAX.
NIPPL
REQUIRED 12„ 3. 14" x 19" RECTANGULAR VALVE BOX. 7
4. 20" x 30" RECTANGULAR VALVE BOX. 5 O1 ROOT WATERING SYSTEM: 18" MIN,
3 RAIN BIRD RWS-B-C-1401 (INCLUDES RETAINER, 36"(91,4 °
NOTES CM) TUBE, 0.25 GPM (0,95 L/M) BUBBLER & INTEGRATED
CHECK
odJa0000°o oa `Q°Oo° o°p00000 °o poop j ° o° 12" A. CENTER VALVE BOX OVER VALVE TO FACILITATE SWING ASSEMBLY WIDTH /2"(U3PC )GM NFIT INLET)
GRAVEL°occo�il
`E `d E 1 C E R Oo°oeo�°°00� e8o
Q Q 1 1 M N IN EEA
00 0° o OoQ,°`do ao Oho° ° OoD o ° °o °0 800 o SERVICING OF VALVE. O BUBBLER: RAIN BIRD 1401 0.25 GPM (0,95 L/M) (INCLUDED) (MIN. 3 CU. FT.)
°°¢o�o�oo �°d'°o QO°O a°p� °°O OOO �jOg �'T °°O°
PEA GRAVEL. 000 °O tis ° °°°o ° °� D0 °°U�0 ° °O° BRICK SUPPORTS 3 B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN 3 FINISH GRADE/TOP OF MULCH
BRICK SUPPORTS
2 CUBIC FEET MIN. (THREE REQUIRED) THREE REQUIRED MULCH COVER OR GROUNDCOVER/SHRUB AREAS - 4 4" (10,2 CM) PURPLE LOCKING GRATE - PVC SCH. 8o NIPPLE,
SET FLUSH WITH FINISH GRADE IN TURF AREAS. 7 6 8 RWS-GRATE-P (INCLUDED) LENGTH AS REQUIRED
SCH40 90 DEGREE ELL PVC MALE ADAPTOR 12" TYP. TWO PLACES. BRICK, ONE AT EACH
BRASS OR COPPER TYP. TWO PLACES 5 12" (30,5 CM) SWING ASSEMBLY (INCLUDED)
NIPPLE & UNION C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND- g PVC LATERAL LINE CORNER OF VALVE BOX
COVER/SHRUB AREA WHERE POSSIBLE -INSTALL 6 1/2" (1,3 GMM))
MALE NPT INLET (INCLUDED) ANGLE TO SPECIFIED DEPTH
3 WITH 45 -DEGREE ELBOWS
PRESSURE MAIN LINE (PVC) PEA GRAVEL IN TURF ONLY IF THERE IS NO ADJACENT GROUND- 7 PVC SCH 40 TEE OR EL SIZE PER DRAWINGS CONTROL AND COMMON
PRESSURE SUPPLY LINE ANGLE R SPECIFIED COVER.
DEPTH WITH SPECIFIED
(MIN. 2 CU.Fh E
8 PVC OR POLYETHYLENE LATERAL PIPE PRESSURE MAIN LINE MAIN LINE WIRES TO
SCH40 90 DEGREE PRESSURE LINE FITTING ELBOWS, SIZE PER 2 D. SET VALVE BOXES PARALLEL TO ONE ANOTHER 9 4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID PVC SCH. 40 TEE OR
STREET ELL DRAWINGS. 1 AND PERPENDICULAR TO EDGE. BASKET WEAVE CANISTER (INCLUDED) ELBOW
STREE 90 DEGREE 10 OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS NOTES:
STREET ELL NOTES: 1. INSTALL CONTROL AND VALVES MINIMUM 2' APART, 2' FROM
1. GATE VALVES 2 1/2- AND LARGER SHALL BE WWA E. AVOID HEAVY COMPACTION OF SOIL / F APPROVED AND 01 AROUND VALVE NOTES: 11 TREE LOCATION STRUCTURES OR HARDSCAPE IN SHRUB AREAS.
HAVE A 2" SQUARE OPERATING I
Q N NUT N LIEU OF BRASS HANDWHEEL
If BOXES TO PREVENT THEIR DEFORMATION COLLAPSE.
SCH80 AND FLANGE CONNECTIONS IN LIEU OF UNIONS. 1. 4" (10,2 CM) GRATE IS ALSO AVAILABLE IN PURPLE (RWS-GRATE-P). 2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX.
PLAN VIEW
2
3. PLACE BOXES AT RIGHT NIPPLE LENGTH AS 2. GATE VALVES 8" AND LARGER SHALL HAVE TRANSIT ADAPTERS. 2. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF MULCH.
R ANGLES TO HARDSCAPE OR STRUCTURES.
/�4 REBAR STAKE 36" LONG REQUIRED 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX F. ALL BOXES TO BE PURPLE IN COLOR 4. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO
3. OPTIONAL SAND SOCK (RWS-SOCK) IS 34" (86,4 CM) IN LENGTH TO COVER MESH BASKET AREA.
4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD
NOTE: OTHERWISE APPROVED 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND REDUCE -BUSHING TO BRING PIPING DIAMETER TO REMOTE CONTROL
PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX NOTE: CONTRACTOR TO USE PURPLE LIDS WHEN NON -POTABLE WATER AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. VALVE SIZE. REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR
WATER SOURCE IS USED SEE PLAN 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. PIPING SIZE.
O QUICK COUPLING VALVE O BALL _JPA VALVE O VALVE BOX INSTALLATION 9 ROOT WATERING SYSTEM 10
O REMOTE CONTROL VALVEO
PVC SCH 40 ELL TOP OF MULCH Data
PVC SCH 80 NIPPLE (TYPICAL,
LENGTH AS REQUIRED) 6 -INCH ROUND VALVE BOX:
RAIN BIRD VB-6RND PURPLE
30 -INCH LINEAR LENGTH AIR RELIEF VALVE KIT: O Reference Evapotranspiration (Eto) Amounts:
OF WIRE, COILED RAIN BIRD ARV050 1 (PURPLE)
BOX
Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec
WATER PROOF CONNECTION: AR VALVE KIT 2 2.00 2.70 3.80 4.60 5.70 6.90 7.90 7.40 5.90 4.20 2.60 2.00
RAIN BIRD SPLICE -1
(1 OF 2) -111==III III- O FINISH GRADE OR
VALVE BOX WITH COVER 'III -III -III III = - MULCH
RAINBIRD VB-JMB (PURPLE) Total Yearly Etc: 55.60 inches
- = = =
OF MULC LINE g Y
FINISH GRADE =III III= -III=- O3 1/2" DRIP LATERAL
TOP O
ID TAG: RAIN BIRD VSERIES / - - - 3 Irrigation System Information:
,`%
FINISH GRADE . 1111111 - I, Station 'Plant Facto? Irr Type ' sq It area® ppt ' Efficiency° GPM Run Days' Cycle/Day' Hydrozone' Notes '
O FLUSH VALVE B1 0.2 Drip -18" 3,571 0.43 o
�..:. y 4 4 90/o 17.90 5 2 Low Potable
RAINBIRD MDCFPCAP/
yt r � =111 B2 0.5 Drip - 18" 2,318 0.43 90% 11.60 5 2 Moderate Potable
___ MDCF COUP
CONTROL ZONE KIT: 1 3" MIN i LANDSCAPE DRIPLINE TUBING: B3 0.5 Bubbler 26 1.00 90% 13.00 5 2 Moderate Potable
SEE LEGEND FOR ASSEMBLY I I (SEE LEGEND FOR TYPE) B4 0.2 Drip - 18" 2,049 0.43 90% 10.20 5 2 Low Potable
O PEA GRAVEL B5 0.5 Drip - 18" 2,740 0.43 90% 13.70 5 2 Moderate Potable
I
86 0.5 Bubbler 25 1.00 90% 12.50 5 2 Moderate Potable
00000 O O O O O B7 0.5 Drip - 1 S" 2,389 0.43 90% 12.00 5 2 Moderate Potable
PVC LATERAL ° O 0 OOOOOOO000 0 0&S,' �/ B8 0.2 Drip - 18" 3,955 0.43 90% 19.80 5 2 Low Potable
PVC SCH 40 MALE ADAPTER pO O O O O O O O
PVC SCH 80 NIPPLE, CLOSE (1 OF 3) n ^n n, --,n n„n n0 California Water Efficient Landscape Worksheet
PVC SCH 80 UNION FOR Reference Evapotranspiration (ET.) 1 55.61 Project Type I Non -Residential 1 0.45
SERVICING ASSEMBLY Hydrozone # / Planting Plant Factor Irrigation Irrigation ETAF Landscape ETAF x Estimated Total
PVC MAINLINE PVC LATERAL PIPE 3 -INCH MINIMUM DEPTH OF Descriptions (PF) Methodb Efficiency (IE)` (PFAE) Area (Sq. Ft.) Area Water Use
3 -INCH MINIMUM DEPTH OF SEE LEGEND 3/4 -INCH WASHED GRAVEL
3/4 -INCH WASHED GRAVEL Regular Landscape Areas
BRICK (1 OF 4) Drip- Mod (Potable) 0.5 Drip 0.81 0.62 7447 4597 158465
PVC SCH 80 NIPPLE (2 -INCH Drip - Low(Potable) 0.2 Drip 0.81 0.25 9575 2364 81499
LENGTH, HIDDEN) AND
PVC SCH 40 ELL NOTE: Bubbler- Mod (Potable) 0.5 Drip 0.81 0.62 51 31 1085
PLACE ALL AIR RELIEF ASSEMBLY 0.75 0.00 0 0
PVC SCH 40 TEE OR ELL AT HIGHEST SPOT IN THE FIELD FOR
EACH SYSTEM. 0.75 0.00 0 0
0.75 0.00 0 0
11 CONTROL ZONE KIT 12 AIR RELIEF VALVE 13 FLUSH VALVE ASSEMBLY 0J5 D
0.75 0.00 0 0 0
0.75 0.00 0 0
0.75 0.00 0 0
0.75 0.00 0 0
0.75 0.00 0 0
0.75 0.00 0 0
Establishment Irrigation Schedule 0.75 0.00 0 0
0.75 0.00 0 0
BACKFILL TRENCH
PER SPECIFICATIONS
-III 1-11. CONCRETE THRUST
BLOCK, TYPICAL VIII
� 1=1
MAINLINE PIPE - IIII
Station
Run Days
per week
Cycles
(Start times)
Jan
Feb
Mar
Apr
Minutes per Cycle
May I June July
Aug
Sept
Oct
Nov
Dec
B1
5
2
2
3
4
4
5 6 7
7
5
4
2
2
B2
5
2
5
6
9
11
13 16 18
17
14
10
6
5
B3
5
2
2
3
4
5
6 7 8
7
6
4
3
2
B4
5
2
2
3
4
4
5 6 7
7
5
4
2
2
B5
5
2
5
6
9
11
13 16 18
17
14
10
6
5
B6
5
2
2
3
4
5
6 7 8
7
6
4
3
2
B7
5
2
5
6
9
11
13 16 18
117
14
10
6
5
B8
5
2
2
3
4
4
5 6 1 7
1 7
1 5
4 1
2
2
1 0 0
O = III= NOTES: 1 0 0
III1 0 0 IRRIGATION DESIGN CRITERIA -1131 (POTABLE WATER)
1 -III -111,111 1 ALL CONCRETE USED IN THRUST BLOCKS SHALL BE
-III 1 470-C-2000. Established Irrigation Schedule Totals 0 0 0 Name of Water Supplier: West Valley Water District 1-4-2017
=III_ UNDISTURBED SOIL =1
ETWU Total 241049 Pressure Given By : Angela @ Engineering (909) 875-1322
1- -1 SUPPLY LINES 2 1/2" IN DIAMETER AND LARGER
SHALL RECEIVE CONCRETE THRUST BLOCKING. Maximum Allowed Water Allowance (MAWA)e 264843 AVAILABLE WATER PRESSURE - 114 PSI
45 DEGREE ELL-Iii=i =1 i -III -I -i -III- 90 DEGREE ELL
=III=III=1 -UlgI1 1��IJL_I THRUST BLOCKS SHALL BE A MINIMUM OF 1 CUBIC
® CONCRETE THRUST FT. OF CONCRETE. PIPE SHALL NOT BE ENCASED IN
BLOCK, TYPICAL CONCRETE.
O MAINLINE PIPE ALL MAINLINES SHALL BE INSTALLED AND TESTED
ACCORDING TO THE MANUFACTURER'S INSTALLATION
SPECIFICATIONS.
I I r_T�
UNDISTURBED SOIL ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE
SPECIFICATIONS.
BACKFILL TRENCH
PRESSURE LOSS CALCULATIONS
Run Days
per week
VALVE #
'138'
0.75
0.00
WATER METER'B' (1 1/2")
0
0
1.5
BACKFLOW PREVENTER (2")
12.0
FLOW METER
1.2
0.75
0.00
VALVE
0
0
4.6
LATERAL LINE
(5.0 MAX.)
ELEVATION CHANGE (UP GRADE 0')
+0.0
0.75
0.00
TOTAL PRESSURE LOSS
0
0
30
DESIGN PRESSURE REQUIRED
61.7
AVAILABLE PRESSURE (P.O.C.)
114.0
0.75
0.00
RESIDUAL PRESSURE REMAINING
1 0
0
B3
5
2
2
2
0.75
0.001
5 6 7
6
0
4
2
2
Totals
17073
1 6993
241049
2
3
Special Landscape Areas
1 0 0
4 5 6
1 0 0
O = III= NOTES: 1 0 0
III1 0 0 IRRIGATION DESIGN CRITERIA -1131 (POTABLE WATER)
1 -III -111,111 1 ALL CONCRETE USED IN THRUST BLOCKS SHALL BE
-III 1 470-C-2000. Established Irrigation Schedule Totals 0 0 0 Name of Water Supplier: West Valley Water District 1-4-2017
=III_ UNDISTURBED SOIL =1
ETWU Total 241049 Pressure Given By : Angela @ Engineering (909) 875-1322
1- -1 SUPPLY LINES 2 1/2" IN DIAMETER AND LARGER
SHALL RECEIVE CONCRETE THRUST BLOCKING. Maximum Allowed Water Allowance (MAWA)e 264843 AVAILABLE WATER PRESSURE - 114 PSI
45 DEGREE ELL-Iii=i =1 i -III -I -i -III- 90 DEGREE ELL
=III=III=1 -UlgI1 1��IJL_I THRUST BLOCKS SHALL BE A MINIMUM OF 1 CUBIC
® CONCRETE THRUST FT. OF CONCRETE. PIPE SHALL NOT BE ENCASED IN
BLOCK, TYPICAL CONCRETE.
O MAINLINE PIPE ALL MAINLINES SHALL BE INSTALLED AND TESTED
ACCORDING TO THE MANUFACTURER'S INSTALLATION
SPECIFICATIONS.
I I r_T�
UNDISTURBED SOIL ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE
SPECIFICATIONS.
BACKFILL TRENCH
PRESSURE LOSS CALCULATIONS
Run Days
per week
VALVE #
'138'
GPM
19.8
WATER METER'B' (1 1/2")
0.8
BALL VALVES (2")
1.5
BACKFLOW PREVENTER (2")
12.0
FLOW METER
1.2
MASTER VALVE (2")
0.5
VALVE
2.6
MAINLINE (1,235'@ 2")
4.6
LATERAL LINE
(5.0 MAX.)
ELEVATION CHANGE (UP GRADE 0')
+0.0
FITTING LOSS (10%)
2.8
TOTAL PRESSURE LOSS
31.0
MINIMUM OPERATING PRESSURE
30
DESIGN PRESSURE REQUIRED
61.7
AVAILABLE PRESSURE (P.O.C.)
114.0
SET PRESSURE REGULATOR @:
85.0
RESIDUAL PRESSURE REMAINING
+23.3
Station
Run Days
per week
Cycles
(Starttimes)
Jan
Feb
Mar
Apr
Minutes per Cycle
May June July
Aug
Sept
Oct
Nov
Dec
B1
5
2
2
2
3
4
4 5 6
6
5
3
2
2
B2
5
2
4
5
7
9
11 13 15
14
11
8
5
4
B3
5
2
2
2
3
4
5 6 7
6
5
4
2
2
B4
5
2
2
2
3
4
4 5 6
6
5
3
2
2
5
2
4
5
7
9
11 13 15
14
11
8
5
4
ff
5
2
2
2
3
4
5 6 7
6
5
4
2
2
5
2
4
5
7
914
11
8
5
4
5
2
2 1
2 1
3
4
1 4 5 1 6 1
6
1 5 1
3 1
2 1
2
ETAF Calculations ZONE 7
Regular Landscape Areas Average ETAF for Regular Landscape HIGHEST ELEVATION ON THIS SYSTEM 36.2 114.0 PSI
Total ETAFx Area 6993 Areas must be 0.55 or below for LOWEST ELEVATION ON THIS SYSTEM 30.9 116.3 PSI
Total Area 17073 residential areas, and 0,45 or below WATER METER ELEVATION = 36.2 114.0 PSI
Average ETAF 0.41 for non-residential areas. Contractor shall verify the static water pressure with supplier prior to installation. If different
from PSI noted above, Contractor to notify Owner for instructions. Failure to do so will result in
contractor being responsible for changes that might occur.
AI I Landscape Areas APPRE
Total ETAFxArea 6993
90 DEGREE ELL PER SPECIFICATIONS WRAP PLASTIC FITTINGS IN CONTACT WITH CONCRETE Total Area �C 17073 p' p
SECTION VIEW - N.T.S. USING BLACK PIPE TAPE. NOTE: Average ETAF 0.41 CITY OF F O N T A N A
Call Underground Service Alert FOR THE ESTABLISHMENT PERIOD, THE CONTRACTOR IS TO SELECT THE APPROPRIATE NOTE: CFD LANDSCAPE PLANS (TR: 19962 LOT
90 DAY PERIOD (LE. MAY,JUNE,JULY) FROM THE ANNUAL SCHEDULE PROVIDED - TOTAL AREA ABOVE IS AN ADJUSTED TOTAL FOR IRRIGATION CALCULATION
DRAWN BY- CYPRESS AVENUE SCALE'
at least 2 days RUN TIMES COMPLY WITH RECLAIMED WATERING WINDOW REQUIREMENTS PURPOSES ONLY (WEST SIDE -STA. 38+35 TO 49+00) AS SHOWN
before you dig - ACTUAL TOTAL LANDSCAPE AREA IS 17,022 SQ. FT. neslelEn BY. DATE,
Knowall before
you
14 THRUST BLOCKS 15 IRRIGATION CALCULATIONS & SCHEDULES IRRIGATlo DET S, CALCS. s ICHED' DWG, NO. -
Call before you dig.
APPRDVED BY,//// 7
° CI EN EER R.C.E. 91152 EXP. DATI 5591 10
S I T e i C A P@ S
Landscape Architecture
and Planning
3190 B2 Airport Loop Drive
Costa Mesa, CA 92626
Richard Polhamus, License CA -#2752
(949) 644-9370 (714) 210-3140 FAX
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PLAN CHECK NO.
DATE 01/16/17
JOB #
16-026
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OF 10
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