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Home My WebLink About3457-2i 'Ft�POINT 24 23 uG�T POST -v2 -�/2 H tit -1 A83-_,- - - "_ - - - - _ 4 1 1• 3�- - - - - - - a 7z4, i ~ 1 I -_—__ A _ 1" a 14 a 1� 4� 3 Prta a �1 � !� w.' 1 C 4 I GN 4 1 ,.,..t ti' .+ t � �k4i j a _'�/'1u T � Vi -C /� � ✓f rte. ��_��_ti�s®��o ® z 4 — - - - 4 _ .... —� / 1.....�� -: � -J 3 u�-,�•u �• � ., � . . ,�` �"-" '—�': -^p- �'�°.-.,t-*.....,-,.��..•-......a./:P'/,..t,,,•aM:,j-.,..-„�.��-r�,w/ - ... ._ _. r-sr�S. 7T -/t_'_— _�,�� na / R � f � S �,4....,.._....._iC�J..........,-�...,...,—.._,._. I 1! t i{I,� v ___.._l I � ...__._.... _.... .•t ...._� 1�.Tglluikl�flll I• \ i -_- G__! i•�' 1 ' .,� 1 i� 1 ' 'I U}t -1- ' I -L. �-r ` Ji1 !` 1 'i �_.1=-'t''S`?'t"s_'... _.:'<� __ ._- �. ._.. _ __ --• --I -- — -_. _... __ _. _J __.._...._ — ......i _�._:`•L'"^-^'..�....'.ttj _-�=4 ..._ .- -_ .._t _... _ ..- __ .— _.. -._.� _� r"_'_._..--._...�_. -..._1 /J i t t l T L., DETAIL. IF-' F ^�r •� � 7 ._. 0 PARKWAY IRRIGATION CONTRACTOR SHALL MAKE POINT OF CONNECTION AT 2" MAINLINE, INSTALL NEW 1" IRRIGATION WATER METER AND 1 1/4" REDUCED PRESSURE BACKFLOW PREVENTER PER DETAIL 'A' SHT. L-4 EXISTING: STATIC WATER PRESSURE -t0 PSI SYSTEM DESIGN PRESSURE 30 PSI PEAK IRRIGATION DEMAND 36 GPM SCH 40 PVC SLEEVING CHAR, 1 1/4" SLEEVE 1-4 WIRES 1' 1 1/2" SLEEVE 5-10 WIRES 3/4" PIPE i 'Ft�POINT 24 23 uG�T POST -v2 -�/2 H tit -1 A83-_,- - - "_ - - - - _ 4 1 1• 3�- - - - - - - a 7z4, i ~ 1 I -_—__ A _ 1" a 14 a 1� 4� 3 Prta a �1 � !� w.' 1 C 4 I GN 4 1 ,.,..t ti' .+ t � �k4i j a _'�/'1u T � Vi -C /� � ✓f rte. ��_��_ti�s®��o ® z 4 — - - - 4 _ .... —� / 1.....�� -: � -J 3 u�-,�•u �• � ., � . . ,�` �"-" '—�': -^p- �'�°.-.,t-*.....,-,.��..•-......a./:P'/,..t,,,•aM:,j-.,..-„�.��-r�,w/ - ... ._ _. r-sr�S. 7T -/t_'_— _�,�� na / R � f � S �,4....,.._....._iC�J..........,-�...,...,—.._,._. I 1! t i{I,� v ___.._l I � ...__._.... _.... .•t ...._� 1�.Tglluikl�flll I• \ i -_- G__! i•�' 1 ' .,� 1 i� 1 ' 'I U}t -1- ' I -L. �-r ` Ji1 !` 1 'i �_.1=-'t''S`?'t"s_'... _.:'<� __ ._- �. ._.. _ __ --• --I -- — -_. _... __ _. _J __.._...._ — ......i _�._:`•L'"^-^'..�....'.ttj _-�=4 ..._ .- -_ .._t _... _ ..- __ .— _.. -._.� _� r"_'_._..--._...�_. -..._1 /J i t t l T L., DETAIL. IF-' F ^�r •� � 7 ._. 0 PARKWAY IRRIGATION CONTRACTOR SHALL MAKE POINT OF CONNECTION AT 2" MAINLINE, INSTALL NEW 1" IRRIGATION WATER METER AND 1 1/4" REDUCED PRESSURE BACKFLOW PREVENTER PER DETAIL 'A' SHT. L-4 EXISTING: STATIC WATER PRESSURE -t0 PSI SYSTEM DESIGN PRESSURE 30 PSI PEAK IRRIGATION DEMAND 36 GPM SCH 40 PVC SLEEVING CHAR, 1 1/4" SLEEVE 1-4 WIRES 1/2" PIPE 1 1/2" SLEEVE 5-10 WIRES 3/4" PIPE 2" SLEEVE 11-20 WIRES 1" PIPE 2 1/2" SLEEVE 21-30 WIRES 1 1/4" PIPE 3" SLEEVE 31-40 WIRES 1 1/2" PIPE 4" SLEEVE 41-60 WIRES 2" PIPE 6" SLEEVE 61-99 WIRES 2 1/2"/3" PIPE 8" SLEEVE 100+ WIRES 4" PIPE 10" SLEEVE N/A 6" PIPE MAIOu0e-, is I,.oC46MIM �b1 aV U06 -RV -110 CLASS 200 LATERAL SIZING CHART SYM5. PIPE SIZE CPM 3/4” PIPE 1-10 V PIPE 11-16 1 1/4" PIPE 1-1-26 1 1/2" PIPE 21-35 2" PIPE 36 -55 T 2 1/2" PIPE 56-80 3" PIPE 81-120 4" PIPE 121-200 6" PIPE 201-500 t'< OR HEAD TO HEAD COVERAGE DETAIL. A I r `_,1 1 Cl I I- I_ II_ I MATCH I i JF i LINO , JCC 01-111 1 L-0 CD 1 L PRESSURE LOSS CALCULATIONS SYMBOL MANUFACTURER/MODEL (VALVE Al 61 31 GPM) DETAIL NOTES LOSS THRU i" WATER METER 3.4 PSI LOSS THRU 2" R/P DEVICE 12.00 PSI LOSS THRU 553' OF 2" MAIN 2.16 PSI LOSS THRU 2 GATE VALVES 2.00 PSI LOSS THRU 2" VALVE 4.15 PSI LOSS THRU LATERAL LINES 2.0 PSI ELEVATION GAIN (6) PSf MISC. LOSS THRU FITTINGS 2b3 PSI TOTAL SYSTEM LOSSES 28.94 PSI PRESSURE REQUIRED AT HEAD 30 PSI . REGULATED STATIC PRESSURE -T0 PSI I RESIDUAL PRESSURE EQUIPMENT LEGEND SYMBOL MANUFACTURER/MODEL SIZE . DETAIL NOTES j� IRRIGATION WATER METER - BY bTHERS 1" PER CITY - ' NiBCO T585 BALL VALVE 2" 4 SMALLER LINE SIZE SPRAY HEADS 8 8 ® A TORO 5"TOZ-12P PRX-COM-5-Q/F/H N15CO WD2000 BUTTERFLY VALVE 21/2" 4 LARGER 5' 30 .013.19 FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER, 2" 'A'/L-5 (6) O TORO NETWORK 8000 MODEL* 132-860832 STATION FIELD SATELLITE 32 ST. 10','E','F'/L-6 (2, 3, 4 ) 24 CONTROLLER IN MEYERS CABINET MODEL MEUGD-1 1.0 'H'/ L-5 l6) SUPERIOR 950 -WD ELECTRIC CONTROL VALVE PER PLAN 'C'/L-5 _ � RAINBIRD 33D QUICK COUPLING VALVE 3/" 4 'B'/L-6 _ 'H' / L-5 HOUSED INA 10" ROUND LOCKABLE PLASTIC VALVE BOX Q ® ® ® TORO 5102-12F PRX-COM-12-Q/F/H Q/H/F [� GRISWOLD 2250 MASTER VALVE LINE SIZE '57L-5 (2,3) LD RAINMASTER EVFM-P200 FLOW SENSOR LINE SIZE 15'/L-5 (2,3) t�S # SPARE PILOT WIRES, COLOR TO DIFFER FROM SITE WIRING *4 PILOT 'G'/L-5 - s ®®� SEE DETAILS SHEET M DETAIL M CL315 PVC -18" MINIMUM COVER 2" 'A'/L-6 (2,3) 0 CL 200 PVC NON -PRESSURE LATERAL LINE - 12" MIN. COVER PLAN SIZE 'A'/1_46, (2,3) .09 SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE - 24" MIN. COVER SEE CHART 'G'/L-5 NOT SHOWN OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT - 18" MIN. COVER 12/14 GA - F (1) INSTALL BACKFLOW PREVENTER IN GROUND COVER OR SHRUB AREA ONLY AND PARALLEL TO STREET. (2) PIPES AND VALVES ARE SHOWN IN HARDSCAPE FOR CLARITY ONLY. (3) ALL MAINLINE TEES AND SO'S ARE TO BE SCH 40 PVC. (4) COORDINATE ELEC. POINT OF CONNECTION WITH ELECTRICAL CONTRACTOR. (5) VALVE TO BE HOUSED IN A 10" ROUND LOCKABLE PLASTIC BOX (6) CONTRACTOR SHALL ADJUST HEADS WHEN VERTICAL OBJECTS (TREES, FIRE HYDRANTS, STREET LIGHTS, ETC.) INTERRUPT R THE SPAY PATTERN OF THE SPRINKLER THE CONTRACTOR SHALL INSTALL A QUARTER OR HALF CIRCLE SPRINKLER HEAD TO ACHIEVE HEAD TO HEAD COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER NOTE: ALL VALVE BOX COVERS TO BE CA C:REEN VALVE BOXES OR EOJAL. IRRIGATION LEGEND SYMBOL MANUFACTURER/MODEL 0 NOZZLE RAD. PSI FLOW (GPM) DETAIL NOTES Q I N I F I VAN SHRUB HI -POP SPRAY HEADS 8 8 ® A TORO 5"TOZ-12P PRX-COM-5-Q/F/H Q/H/F 5' 30 .013.19 38 'H'/ L-5 (6) A V 'V A TORO 510Z -12P PRX-COM-8-0/F/H Q/H/F 8' 30 24 _50 1.0 'H'/ L-5 l6) 8 ® M ® TORO 5 -10Z -12P PRX-COM-10-Q/F/H Q/HIF l0' 30 .40 .11 IAS 12/1.9/3.9 'H' / L-5 (6) Q ® ® ® TORO 5102-12F PRX-COM-12-Q/F/H Q/H/F 1 12' 1 30 .50 1.09 2.19 .SS/lb5/3.22 'H'I L-5 (6) ® ® ® ® TORO 510Z -12F PRX-C0M-15-Q/F/H Q/H/F 15' 30 .85 ib5 b0 134/222/3.82 'H'/ L-5 (6) TURF HI -POP SPRAY HEADS 0 TORO 5i0Z-6P PRX-COM-S-Q/F/H f Q/H/F 5 30 .09 .19 I -Be I BUBBLER p TORO BUBBLER FB -25 -PC F 40 125 1 L-5 (6) OWNER / DEVELOPER: BENCHMARK: �.U• ' ° CALT ANS WEST BRASS RCAP IN CONCRETE S.C.ERNEW . TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN HOME SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG 369 SAN MIGUEL DRIVE, SUITE 375-A HIGHLAND AVE. FROM SIERRA AVE. NEWPORT BEACH, CA 92660 (949) 640-6420 * FAX: (949) 640-6484 MARK BY DATE ELEV.= 1428.6090 ENGINEER APPR-1 DATE COUNTY �NDSC W a: ! unse enew• Da e s �qT a e a £ OF. THIS SHEET 11 j PIA I I � �/}J��t L(�<..s �_...� j5l1�i1 ' SCJ., f•" r ' i -ltd w� 2.0 } �,J� +--._..,� L'Ga:azn�str:,czci.G.cs.T i«�• :',:Y.`. -stiff -;+i+ {G �d U UAIN VAN'N O WAY rn 10 c=� 0 U {j Flr27S � O N C O L.L. N N CITY OF FONTANA CALIFORNIA 3612 M/SS/ON /NN AVE 92501 ' z o PUBLIC WORKS DEPARTMENT v 5% LARD6CAPL LIC. #151�2CAL/F. •:QUIT■es. PH. (909) 781-1930 muOmm DA FAX (909) 686-8091 1 2 1 3 DRAWN BY:PARKWAY JE LANDSCAPE PLAN FOR TRACT 16210 SCALE: 1" = 30'-0" AIJ rw is siwtao.a• rx�rrs ea+ 1 �m+wva aux w.eewrom eax t �6 a r n,...�.... 0 U {j Flr27S � O N C O L.L. N N CITY OF FONTANA CALIFORNIA IGATIO. PLAN ' DATE: CHECKED BY APPROVE -BY: Z DWG. NO. SHEET 3457 2 OF 8 cu CITY ENGINEER: RICARDO SANDOVAL, R.0 -E. 51 52 0 3612 M/SS/ON /NN AVE 92501 ' z o PUBLIC WORKS DEPARTMENT v 5% LARD6CAPL LIC. #151�2CAL/F. •:QUIT■es. PH. (909) 781-1930 muOmm DA FAX (909) 686-8091 M ; s ff z DRAWN BY:PARKWAY JE LANDSCAPE PLAN FOR TRACT 16210 SCALE: 1" = 30'-0" DESIGNED BY:,u JE DATE: AUG 21 2003 PREPARED BY: IGATIO. PLAN ' DATE: CHECKED BY APPROVE -BY: Z DWG. NO. SHEET 3457 2 OF 8 cu CITY ENGINEER: RICARDO SANDOVAL, R.0 -E. 51 52 0