HomeMy WebLinkAbout5781-3IRRIGATION GENERAL NOTES
1. IRRIGATION SYSTEM AS DRAWN ON PLANS IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN
PLANTING AREAS.
2. DISCREPANCIES BETWEEN PLANS AND ACTUAL FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT
THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. CONTRACTOR SHALL NOT INSTALL THE IRRIGATION
SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST.
3. IRRIGATION HEADS SHALL BE LOCATED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALKS, AND STRUCTURES AND NOT SCALED OFF OF DRAWINGS. DO NOT LOCATE TREES OR TALLER
SHRUBS IN LOCATIONS WHERE THEY WILL BLOCK IRRIGATION HEADS AND PREVENT ADEQUATE COVERAGE.
4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MAINTAINING THE LATEST EDITION OF LOCAL GUIDELINES AND SPECIFICATIONS FOR LANDSCAPE DEVELOPMENTS AT THE SITE AT ALL
TIMES.
5. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZE THEMSELVES WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, FENCES, WOOD
STRUCTURES, CONCRETE STRUCTURES, BUILDINGS, UTILITIES, ETC. THE CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS
FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND OTHER STRUCTURES. CONTRACTOR SHALL NOT INSTALL ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN
DIRECT CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, PERMANENT IMPROVEMENTS OR PEDESTRIAN AND VEHICULAR SAFETY CONSIDERATIONS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SLEEVES UNDER ALL PAVED AREAS PRIOR TO PAVING INSTALLATION. SLEEVING SHALL BE SCH. 40 PVC PIPE, TWICE THE LINE
SIZE CARRIED, AND GROUPED TOGETHER WHERE FEASIBLE. SLEEVING SHALL ALSO BE BURIED MIN. 24" UNDER PEDESTRIAN PAVEMENT, AND MIN. 30" UNDER VEHICULAR PAVEMENT, OR PER
LOCAL GOVERNING CODES AND REGULATIONS, WHICHEVER IS MORE STRINGENT. REFER TO IRRIGATION LEGEND/NOTES FOR SPECIFICATIONS.
7. CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION AND PROVIDE THESE TO THE OWNER'S AUTHORIZED REPRESENTATIVE IN WRITING. IF AVAILABLE STATIC
P.S.I. EXCEEDS 75 P.S.I., THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF A PRESSURE REGULATOR AND IF INADEQUATE OR NONE EXISTS, INSTALL A WILKINS PRESSURE REGULATOR (OR
APPROVED EQ.) AND WYE FILTER DOWNSTREAM OF BACKFLOW ASSEMBLY.
8. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW UNIT TO BE OF MATERIAL AS REQUIRED BY CURRENT WATER DISTRICT.
9. CONTRACTOR SHALL VERIFY IN THE FIELD WITH THE OWNER'S AUTHORIZED REPRESENTATIVE, AND THE LOCAL GOVERNING AGENCY REPRESENTATIVE, ALL LOCATIONS OF POINT OF
CONNECTIONS, WATER METERS, MAIN WATER SUPPLY LINE, BACKFLOW PREVENTER, AUTOMATIC CONTROLLER RAIN SWITCH, AND VALVES, PRIOR TO CONSTRUCTION.
10. POINT OF CONNECTION TO BE AT SERVICE LINE DOWNSTREAM OF WATER METER, VERIFY LOCATION, TYPE AND SIZE PRIOR TO CONSTRUCTION.
11. CONTRACTOR SHALL THOROUGHLY FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM SYSTEM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND
STRUCTURES SUCH AS BUILDINGS, WALLS, FENCES, ETC. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE
COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS.
12. ALL SHRUB HEADS ADJACENT TO LAWN AND PAVED AREAS SHALL BE MOUNTED ON 6 BODIES MIN. OR PER LOCAL GUIDELINES. ALL OTHER SHRUB SPRAY HEADS MAY BE MOUNTED ON
RISERS 12" ABOVE FINISH GRADE WITH OWNER'S PRIOR APPROVAL. ALL LAWN HEADS SHALL BE MOUNTED ON 4" POP-UP BODIES MIN. OR PER LOCAL GUIDELINES. ALL LAWN ROTOR HEADS
SHALL BE MOUNTED ON 4" POP-UP BODIES OR PER LOCAL GUIDELINES.
13. ALL CONTROL EQUIPMENT, SUCH AS REMOTE CONTROL VALVES, BALL VALVES, AND QUICK COUPLER VALVES SHALL BE LOCATED IN SHRUB PLANTER AREAS.
14. CONTRACTOR SHALL COORDINATE THE LOCATION OF IRRIGATION PIPING WITH THE LOCATION OF TREES (REFER TO PLANTING PLAN) AND SHALL MAINTAIN A MIN. OF 5 FEET CLEARANCE
BETWEEN PIPING AND TRUNKS OF TREES WHEREVER POSSIBLE. CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
15. CONTRACTOR SHALL INSTALL BELOW HEAD CHECK VALVES AND/OR IN -LINE CHECK VALVES (SIZE AS REQUIRED) AS REQUIRED TO ELIMINATE ALL LOW HEAD DRAINAGE.
16. ALL IRRIGATION CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL AND REGIONAL GOVERNING CODES.
17. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
18. LOCATE ALL IRRIGATION HEADS AND LINES 8" FROM SIDEYARD PROPERTY LINES ADJACENT TO FENCES, WALLS, ETC. AND 2" FROM SIDEYARD PROPERTY LINES IN LAWN AREAS WHERE
OCCURS.
19. FOR ALL SPRAY HEADS THAT REQUIRE GREATER THAN 30% REDUCTION OF FULL FLOW RADIUS, THE CONTRACTOR SHALL USE THE APPROPRIATE PRESSURE COMPENSATING DEVICE
(RAINBIRD PCS-XXX).
20. CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR/ OPERATOR APPLY
WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION.
21. CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. MEASUREMENTS FOR
PROPER GROUND SHALL BE VERIFIED AT LEAST ONCE PRIOR TO HOMEOWNER OCCUPANCY, AND NECESSARY ADJUSTMENTS SHALL BE MADE TO COMPLY WITH MANUFACTURER'S
SPECIFICATIONS.
22. MAINLINE CROSSINGS SHALL BE MARKED WITH "IR" STENCIL ON WET CONCRETE AT BOTH SIDES OF EACH HARDSCAPE CROSSING ON CURB FACE.
PRESSURE NOTE:
WATER PRESSURE WAS OBTAINED FROM LIUZONG ZHOU. P.E. DESIGN MANAGER
SAN GABRIEL VALLEY WATER COMPANY IN A LETTER DATED SEPTEMBER 251 2018.
IF ADDITIONAL INFORMATION IS NEEDED PLEASE CONTACT:
LIUZONG ZHOU
(909)201-7347
Izzhou@sgvwater.com
STATIC PRESSURE.................110 PSI
PITOT READING......................65 PSI
OBSERVED FLOW...............3465 GPM
RESIDUAL WATER PRESSURE ... 98 PSI
WEILAND bSSIGN GROUP, INC.
LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENT
28924 OLD TOWN FRONT STREET, SUITE 202 TEMECULA, CA 92590
P (844) WEILAND, XT 701 F (619) 675-3426
EMAIL - KLONIGRO@W-D-G.COM
CORPORATE OFFICE
291 SIERRA WAVE SWALL MEADOWS, CA 93514
WATER PRESSURE CALCULATIONS
POC NUMBER
A
JPOCSIZE i
1.5"
HYDRAULIC GRADE LINE
NIA
POC ELEVATION
NIA
ELEVATION DIFFERENCE
N/A
MINIMUM PRESSURE REQUIRED
98
REMOTE CONTROL VALVE #
Al REMOTE CONTROL VALVE SIZE
1.5"
R.C.V DEMAND (GPM)
24 ITOTAL DEMAND (GPM)
24
RCV. ELEVATION
NIA ISTATIC PRESSURE AT R C.V.
N/A
SIZE
DESCRIPTION
PSI LOSS
2'
SERVICE LINE
1
Q=2
PSI
1.5"
WATER METER
1
1.2
PSI
1.25"
BACKFLOW PREVENTER 2
9.0
PSI
2"
BALL VALVES '', 4
1.0
PSI
1.5"
MASTER CONTROL VALVE 5
35
PSI
2"
150 FEET OF MAINLINE: TYPE CL 315 6
1-0
PSI
1.5"
REMOTE CONTROL VALVE
8
1.AOP
PSI
10%
LATERAL LINE LOSS
9
3.SI10%
FITTING'LOSS 10
2.PSI0
ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) 11
0.PSI
TOTAL SYSTEM PRESSURE LOSS (SUM OF 41 THRU #11) 12
22.9
PSI
PRESSURE REQUIRED AT HEAD 13
30.0
PSI
TOTAL PRESSURE REQUIRED (SUM OF #12 AND # 13) 14
52.9
PSI
STATIC WATER PRESSURE (FROM ABOVE) 15
98.0
PSI
RESIDUAL PRESSURE (SUBTRACT # 14 FROM # 15) a 16
45.1
PSI
SET PRV OR MCV AT W 14 PLUS 10 PSI) 17
629
PSI
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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
REV. PLANS TO BRING THEM INTO CONFORMANCE WITH
REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
MAT
6" CONCRETE
MOW CURB -
TYP. SYM.
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RAINBIRD DRIPLINE NOTE
ALL RAINBIRD DRIPLINE SHALL BE INSTALLED WITH BE50, BT50 & BC50
CONNECTORS
IRRIGATION LEGEND (FUTURE RECLAIMED)
SYM.
MANUF.
MODEL#
RATDSI
EC
PTE
GPM
DESCRIPTION
Q
RAINBIRD
RWSM-B-1402
0
.63
,
Q5
ROOT ZONE WATERING
SYSTEM (2 PER SYMBOL)
RATE P
RAINBIRD
XFS-P-06-18
18'
30
.9
0,61
PURPLE DRIPLINE W/18"
SPACING (SHRUB)
RAINBIRD
OPERIND
ITEM#X17500
DRIP SYSTEM
INDICATOR
QF
RAINBIRD
FLUSH POINT
SEE DETAIL
MANUAL FLUSH VALVE
®
RAINBIRD
ARV050
SEE DETAIL
AIR RELIEF VALVE
ADDITIONAL EQUIPMENT
SYM. MANUF. MODEL#
RAINBIRD EFB-CP-PRS-D-XXX REMOTE CONTROL VALVE W/PURPLE HANDLE, SEE PLAN FOR SIZE
RAINBIRD EFB-X)(X-PRB DRIPITMOTE ZONE KIT CONTROL VALVE, SEE PUM
FOR SIZE
(�
RAINBIRD
33DNP QUICK COUPLER VALVE
H
WILKINS
850 SERIES BALL VALVE, LINE SIZE
FM
TORO EVOLUTION
TWO (2) INSTALL SENTINEL ANTENNA ON THE TOP OF THE RAIN
BUCKET POLE
❑C
TORO SENTINEL
TWO (2) ESB48-U2-MPEA1610K-0B1-VRA SMART CONTROL SYSTEM
W/HANDHELD REMOTE, TURNED OVER TO CITY OF FONTANA AT
TIME OF FINAL ACCEPTANCE LUIS MURIEL 714 696-7535
WILKINS
375 XL R/P BACKFLOW PREVENTION ASSEMBLY W/ MODEL SXL WYE
STRAINER & (IF REQUIRED) 600 XL-HLR-G PRESSURE REGULATOR
0DATA
INDUSTRIAL
TWO (2) 228PV2006, LINE SIZE, FLOW METER
O
EZ FLOW
TWO (2) EZFLO-EZ003-0X - DAVID AVILA (951) 473-3163
QM
RAINBIRD
TWO (2) EFB-CP-PRS-D-150 NORMALLY CLOSED MASTER CONTROL VALVE
Q AS APPROVED TWO (2) 1.5" WATER METER PER DEVELOPER
PIPE / NOTES
SYM.
MANUF.
MODEL#
PWP
SCH 40 PURPLE PVC LATERAL LINE - SIZE AS NOTED W/12" COVER
- - -
PWP
2" CL 315 PURPLE PVC MAINLINE - SIZE AS NOTED W/18" COVER
=
PWP
SCH 40 PURPLE PVC SLEEVE - TWICE LINE SIZE CARRIED WITHIN
VALVE NUMBER
A20 20 / 2,000--Q.P.M. /SQ. FT.
1.5" SHRUB DRIP ---HYDRO ZONE
I VALVE SIZE
PIPE SIZING
CHARI
0 TO 5
GPM
3/4" SCH. 40 PVC PIPE
5 TO 10
GPM
1" SCH. 40 PVC PIPE
10 TO 15
GPM
1-1/4" SCH. 40 PVC PIPE
15 TO 25
GPM
1-1/2" SCH. 40 PVC PIPE
25 TO 35
GPM
2" SCH. 40 PVC PIPE
35 TO 50
GPM
2-1/2" SCH. 40 PVC PIPE
NOTE:
CONTRACTOR SHALL SIZE ALL LATERAL LINES PER
PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE
SIZE EXCEED DESIGNATED GPM RANGE.
HYDROZONE NOTE
SHRUB DRIP = LOW WATER USE SHRUBS WITH DRIP IRRIGATION.
TREE BUBBLER = MEDIUM WATER USE TREES WITH BUBBLER IRRIGATION.
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SEE SHEETS LI-03-LI-07 FOR IRRIGATION DETAILS
SEE SHEET LI-08-LI-09 FOR IRRIGATION NOTES
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Prepared Under The Supervision of :
CITY
OF
FONTANA,
CALIFORNIA
CFD STREETSCAPE LANDSCAPE PLANS T946%
DRAWN BY:
K1��13311"�i
EL
PASEO TR20082
SCALE:
As Noted
KEI
HOME
SOUTHERN
CALIFORNIA
DESIGNED BY:
DATE.
KT/t3PlfA
IRRIGATION
PLAN
01/09/2019
'4�2:�- Date : 01/09/19
CHECKED BY:
WdG
APPROVED
BY-
DA R C.
DRAWING NO.:
LI-01
3
CITY
C
KIM T. LONIGRO L.L.A. 5508
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