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IRRIGATION
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POP-ADJ-07 07 Shrub rotor on riser 30 2.6
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PGP-ADJ-00 00 Shrub rotor on rNer 30 4.2
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Rainbird EFB-CP series remote control va" Sins as noted on piens. Refer to dowL _
PIPE
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'Brownngne' or appwved equal LWR pVC arfpvmb i@WW line. Refer to debt!.
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'Lasco' or approved equal PVC main line:
Mainline 1-1 W and smaller shall be schedule 40 PVC.
Mainlihe 2' an j larger shag be class 315 PVC.
Bury minimum 18' below *Wh grads. 1A hage rlNaislisws passes under alln @L nm*** dW be buried
24' below subgraft.
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Schedule 40 PVC electrical oonduL Barry 1I'/24• below finish grads / sub -grads. Extend 1r
beyond edge of paving. Size as required. Piping, controller wiring and communication cable under
asphauk or concrete shag be sleeved separately through Sch. 40 PVC pipe. Sleeving shall be
installed a minimum of 24' below street or parking lot paved surfaces. sleeving shag be installed a
minimum of 1I' under ways,
Schedule 40 PVC sleeving (2x size of pipe imide). Bury minimum 1r/Z4 below firWh gratis / Sul, -
grade. Extend 12D beyond edge of paving.
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Ag p4m shall be installedg n9pacW and beddilled per City of Fontana Specifications.
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LAIMriGS 750 LLC
C/O SUN CAL
M W. ORANGETHOF PE AVE
PLACENTIA, CA. 92670
ATTN: BEN ANDERSON
(714) 99"700
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Notes:
Call Dig Alert, underground service alert, prior to digging at street.
Phone: 1 (800) 422-4133.
Coordinate location of bubbler heads with vine locations.
Contractor / operator shall only apply sufficient water to promote healthy growth of the piano mate I
At no time will the Contractor / operator apply water at a rat* or frequency which causes runoff or
soil saturation.
HGL for site is at 1,638' (top of tank). Hydraulic calcutattorts taken from mid tank at 1,00. Rater to
hydraulic calculations for each meter location for static water pressure at each point of connection.
Information obtained from Maricio Guardado at San Gabriel Valley Water Company on 9p2&'9d. .
Phone number (a is) 448-6183 ext. 235. .
r meter on Beech Street at station 29+00:
POC elevation: 1410.0'. Static pres err: 94 psi.
If pressures are not as stated, Contractor shag contact L.andaaape Archiied in writing prior to work
for direction. Failure to do so will result in Contractor being responsible for any changes that may
result.
inCRY8
IRRIGATION PLAN
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• TILT ROTOl1 HEAD TO BEST SUIT sm CONDITIONS AND 1NWV"COVERAGIL
• USE WMM TME ON ALL MALE P" TMAOI,
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M HOLD LATERAL PM 01 PLACE, 10' OQ
'.r HOOM BAR ga+AI.L. BE PLAM ON
801IIH Sm CW MM NO "THO THAN
12' FROM C84M UNE Cr RISC -IL
LONGER LEG of •,r Hoon SHALL a
LocAT® ON THE DOWN am Cr LA►T>wft
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1• ALL IIII LW PIPM AM CONTROL. WIRES UNDER PAVMR! OWL BE INSTALLED w.>lIEMMti__....•,....
SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE
PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SLZE FOR TIME
REQUIRED NUMBER OF WIRES UNDER PAVING.
Z. ALL LATERAL UNE PIPING UNDER PAVING SHALL 6E PVC 8CHEM" 40 PIPE AND SHALL K
INSTALLED PRIOR TO PAVING.
& PIPE SIZES SHALL CONFORM TO THOSE SHOMM ON THE DRAWINGIL No SL4N TTrUTXM Of
SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTIMiONS OF LARGER SIZES MAY BE
APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FORM THE SITE AT THE
TIME OF SAID REJECTION.
L 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY AND,
INSTALLED BY OWNER PER ENGINEERS PLANS. THE IRRIGATION CONTRACTOR SK4iLL MAKE THI
FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER.
L ALL SPRINKLER HEADS SHALL BE SET PERPEN)ICLAAA TO A&NSH GRADE UNLESS OTHERVM
SPECIFIED.
T. THE IRRIGATION CONTRACTOR SHALL. FLU19H AND ADJUST ALL SPRINKLER HEADS AND
VALVES FOR OPTIMUM COVERAGE WITH NO OVER -SPRAY ONTO WALKS, STREETS, WALL. ETC.
L THE DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS ARE
FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED W PLANTING AREAS WHEREVER
POSSIBLE- THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. .
•: IT IS THE RESPOIMSIBILRY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE H11 MBF WKTI4 Au
GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES,
THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS 1I OML
HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND
INSTALLATION OF PIPE SLEEVES AND LATERALS THROLI WALLS. UNDER ROADWAYS AND PAVN&
ETC.
14L DO NOT WIL LIFIALY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN RIS
OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS. GRADE DIFFERENCES OR
IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE
ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTKON
OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION is NOT
PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESSPONSISg Y Fad ANV
REVISIONS NECESSARY.
11. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AG
PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
11L ADV (ANTI DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL NMTALLAITION
ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR
SHALL VERIFY WITH THE ON-SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24' OR
MORE BETWEEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM. THE ADV'S SHALL BE
INSTALLED PER THE DETAIL.
1Z CONTRACTOR SHALL CONTACT CRY BMONMEERMKO DNNWM LANDSCAPE WWI 161 M
HOURS PRIOR TO DESIRED INSPECTION OF AN ITEM AT EXTENSION (Noe) 360•81ft ,
14. REFER TO IRRIGATION SPECIFICATIONS FOR STANDARDS OF MATERIALS AND WORKMANSKM.
INSTALLTION OF ALL IRRIGATION EQUIPMENT IN THE PUBLIC RIGHT OF WAY SHALL COWFORM To
SECTIONS 308 AND 212 OF THE 'STANDARD SPECIFICATIONS FOR PUBLJC WORKS
CONSTRUCTION LATEST EDITION" AND THE CITY OF FONTANA PARK PLANNING AND LANDWAPE
DEWSLOPMENT SECTION, Bi4iINEERING OMa66ON LANDSCAPE CONSTRUCTION STANDARD DETALS
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REFER TO SHEETS 32,33 AND 34 OF LANDINGS 750
LLC TRACT 15655 FOR IRRIGATION SPECIFICATIONS � °F cAL�
AND DETAILS.
gored By CIlY OF FW" CAUFORM
COMMUNITY DEVELOPMENT DEPT.
L4YMON
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