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Home My WebLink About3628-23PRESSURE LOSS CALCULATION PROJECT: FOOTHILL BLVD. MEDIANS (EAST AVE. TO CONC. WALK STATIC PRESSURE: 75 PSI CLEAN BACK: FILL SATURATE AND COMPACT TO 90% SUPPLIER: FONTANA WATER COMPANY FINISHED GRADE PHONE NUMBER: (909) 822-2201 VALVE STATION/GPM: E-12 GPM: 35 ITEM: P.S.I. LOSS OR CURD 1 J7� .95 �1� 10.00 6" MIN FROM HARDSCAPES 1.00 MAINLINES: 3" CL. 315 508 L.F. ® 35 GPM .56 2-1/2" CL. 315 525 L.F. ® 35 GPM 2.04 2" CL. 315 460 L.F. @ 35 GPM 4.60 AUTOMATIC VALVE SIZE: 2" ® 35 GPM 1.40 LATERAL LINES: 3/4" CL. 200 165 L.F. ® 8 GPM 2.35 1" CL. 200 10 L.F. ® 8 GPM ,09 VALVE BOX W/LOI~K ,02 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: FINISH GRADE i, " j ,0 ,� "' 2.30 NON PRESSURE LATERAL LINE - 7.87 TOTAL SYSTEM LOSSES: 63.18 AVAILABLE PRESSURE: 75.00 (_) DEFICIT OR (+) RESIDUAL PRESSURE: +, NATIVE BACKFILL 2" MINUS z LATERAL UNE • # • • • ' •' - NON PRESSURE LATERAL LINE w/SLEEVE " N PRESSURE SUPPLY LINE FINISH GRADE p • HI POP SHRUB HEAD C PRESSURE SUPPLY LINE W/SLS coNTRDU. WIRES LEAN BACKFILL 18 j CONTROL WIRE SLEEVE R 10 " $ CW,,••''"'� SAND BACK FILL F _ PVC STREET ELL" MI ' s"MIN BRASS PVC MALE ADAPTOR FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO GATE VALVE LATERAL LINE WITH hflN LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED 6" FROM .THE TOP OF PIPE. THE REMAINDER PVC TEE OR ELL OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. DOUBLE SWING JOINT INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE P ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90X INSTALER PVC PE WITH LABEL UP, LALL LP '- MAINLINE 2 EA. PVC STEET ELLS SPEC. SNAKE PE IN TRENCH. ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE EINE TO BE BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE SLEEVED. SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE 2" % 4" RWD BLOCK • INCREASE THIS DISTANCE TO 36` WHEN SLEEVING UNDER RQAwAYS AND COMMERCIAL CHANGES IN DIRECTION, NOTE: TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40, INSTALL HI -POP IRR. HEAD 1 1/2" ABOVE F.G. SLEEVES SHALL 19E EXTENDED BEYOND HAROSCAPE TO POINTS AS REQUESTED 81' CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN F.G. 1 1/2" BELOW HARDSCAPE INSPECTOR MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. i CU. FTI SEA GRAVEL INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE IF SLEEVES ARE TO BE USED AT A LATER DATE CONTRACTOR SHALL TAPE ENDS AND CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. 3" AND LARGER. (J) HI -POP SHRUB HEADS G SLEEVING DETAIL D TRENCHING DETAIL A GATE VALVE 24" PRESSURE REGULATOR IF SPRINKLER HEAD LEGEND LOCATION OF CONTROLLER SHALL BE AGREED REQUIRED. SET AS SHOWN ON SITE DRAWING REDUCE PRESSURE SYMBOL DESCRIPTION MNFTR. MODEL ARC P.S.I. BAR G.P.M. L.P.M. RADIUS UPON BY EDISON. CITY LANDSCAPE INSPECTOR AND BACKFLOW PREVENTER SHRUB POP-UP SPRAY TORO 5702 -12P -COM 90 Q 30 2 .10 .36 5 FT. 1.53 M TEXACT CONTRACTOR PRIOR TO ANY TRENCHING OR WIRE PLACEMENT STRAINER 140 BRASS NIPPLE MESH MODEL- 4 PLACES ♦ SHRUB POP-UP SPRAY TORO 570Z -12P -COM 180 H 30 2 .20 .72 5 FT. 1.53 M BRASS ELBOW BRASS ELBOW Q SHRUB. POP-UP SPRAY TORO 570Z -12P -COM 180. H 30 2 .50 1.89 8 FT. 2.44 M 36" BRASS UNION RELV `t PST BRASS PIPE 8 SHRUB POP-UP SPRAY TORO 570Z -12P -COM 90 Q 30 2 .40 1.51 10 FT. 3.05 M BRASS BALL V SHRUB POP-UP SPRAY TORO 570Z -12P -COM 180 H 30 2 .71 2.68 10 FT. 3.05 M VALVE BALL � g � is VALVE GENERAL NOTES: BRASS PIPE COCK BOX SHRUB POP-UP SPRAY TORO 570Z -12P -COM 90 Q 30 2 .50 1.89 12 FT. 3.66 M T SHRUB POP-UP SPRAY TORO 570Z -12P -COM 180 H 30 2 1.09 4.12 12 FT. 3.66 M PROVIDE CODA METER AND SOA/2P MAIN C/O WHERE INDICATED .S 12" ON DRAWINGS �_. t 8 /4 REBAR SHRUB POP-UP SPRAY TORO 5702 -12P -COM 90 Q 30 2 .85 3.25 15 FT. 4.57 M PROVIDE PANELBOARD WHERE INDICATED ON :DRAWINGS. t$` ® SHRUB POP-UP SPRAY TORO 570Z -12P -COM 180 H 30 2 1.65 6.24 15 FT. 4.57 M 10 VALVE BOX MAR � KED W f 2" f � a PROVIDE IRRlC1tTIQN CONTROLLER CABINET WHERE INDICATED tib.=. iii• ,�SI��C. : ..k: •`r` .:•'�: •'•� l...J .• : 5;• -;y .«.� i a TIN / UNOATION F(� G LETTERS READING Q.C. QUICK COUPLER VALVE ON DRAWINGS. GENERAL IRRIGATION LEGEND W/ LOCKING BOLT LID w TERMINATE AT EXISTON HIWDHOLE. PER S.C.E. COMPANY REO. 90 VERIFY EXACT LOCATION AND TERMINATION REO, WITH S.C.E. CO. PRESSURE ONC. STABILI ER PRESSURE UPPLY UNE FRONT 50mm 2") WATER METERS POINT OF CONNECTION; VERIFY EXACT LOCATIONS IN FIELD. 12 MIN. FROM HARDSCAPE MATERIAL' SWEEP CONDUIT FOR PRIOR TO TRENCHING TRUST BLocK SUPPLY UN (IINTAKE) �OISCHARGE� WM (OR . FINISH GRADE ELLS CONTROLLER SUPERIOR MASTER VALVE; 950 DW SERIES BRASS; SIZE AS NOTED ON PLAN. WIRES CONDUIT AND CONDUCTOR SIZES ARE BASEO ON NONMETALLEC CONDUI "THHN/THWN" MV INSTALL WITH 50mm (OR 2") FLOW SENSOR; DATA INDUSTRIAL IR SERIES, BRASS. AND COPPER CONDUCTORS WITH TYPE INSULATION, ® SUPERIOR REMOTE CONTROL VALVE; 950 DW SERIES BRASS; SIZE AS NOTED ON PLAN. FRONT. VIEW - NTS OACKFLOW ENCLOSURE (SEE NOTE BELOW 04 NIBCO T-136 SERIES GATE VALVE. LINE SIZE. RAVE 6" MIN PEA GL 18' 3/4" GRAVEL BRASS ELBOW T CAMPBELL SCIENTIFIC INC. TE525 TIPPING BUCKET -HEAVY DUTY MODEL. - M 2 X 4 RWD OR BRICK. " 0 RAINBIRD 33DRC 19mm OR 3/4") QUICK -COUPLING VALVE WITH LOCKING COVER. BRASS STREET ELL TYP. w IRRIGATION CONTROL , " • • .. BRASS UNION _ RP FEBCO 825YA 50mm (OR 2") REDUCED PRESSURE BACKFLOW PREVENTER. BASS NIPPLE 6 MIN BOARD j7 METER FACES �� ® ® BRASS BALL INSTALL PER MANUFACTURER'S SPECIFICATIONS AND PER LOCAL CODE. ' U STREET VALVE INSTALL WITH VANDAL -RESISTANT STEEL ENCLOSURE BY LEMEUR OR EQUAL. PVC SHG 40 TEE OR ELL LATERAL LINE SIZE TO BE NOTED ON PLAN METER � i t 36" STRONG BOX Ui2 PLAN U12 I 14 REBAR LASCO SCHEDULE 40 PVC MAINLINE 1-1 2 & SMALLER; CL. 315 PVC 2 & LARGER; SIZE AS NOTED ON PLAN. / " " MODEL N0. SB- 24SS/120V ----� ;..t • LASCO CLASS 200 PVC LATERAL LINE. BURY MINIMUM 305mm (OR 12") BELOW FINISH GRADE. /\ 24" MIN. #4 REBAR. ATTACH I - i/ -~' SCH. 40 PVC SLEEVING - ( H= 150mm OR 6" DIA.) EXTEND 305mm (OR 12") BEYOND W/(2) STAINLESS STEEL BANDS I OF PAVING. I NOTE: BACKFLOW ENCLOSURE.LE MEUR END 1 12" OR EQUAL 24"x60`X36" HIGH Q TORO NETWORK 8000 32 -STATION CONTROLLER "E". NOTE: I HINGE AT NG Wf4 JECURE TO " " " VERIFY EXACT LOCATION WITH AGENCY'S REPRESENTATIVE. INSIDE HOUSI O BE CENTERED CONTROLLER TO BE INSIDE STEEL ENCLOSURE BY V.I.T. STRONG BOX. USE TEFLON TAPE ON ALL THREADED FITTINGS • ' r STATION # 9d' GENERAL NOTES SWEEP CONDUIT FOR GALLONS PER MINUTE PIPE & SLEEVE SIZING ELLS CONTROLLER - 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION VALVE SIZE - IMPERIAL A = 3/4" OR 19mm E = 2" OR 50mm WIRES END VIEW PRIOR TO POURING FOOTING/FOUNDATION 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE. VALVE SIZE - METRIC B = 1" OR 25mm F = 2-1/2" OR 63mm C = 1-1/4" OR 32mm G = 3" OR 75mm LITERS PER MINUTE D = 1-1/2" OR 38mm H = 6" OR 150mm K QUICK COUPLER VALVE rH CONTROLLER ENCLOSURE rE BACKFLOW PREVENTER B IRRIGATION LEGENDS PRESSURE LOSS CALCULATION PROJECT: FOOTHILL BLVD. MEDIANS (EAST AVE. TO HEMLOCK AVE.) STATIC PRESSURE: 75 PSI SUPPLIER: FONTANA WATER COMPANY PHONE NUMBER: (909) 822-2201 VALVE STATION/GPM: E-12 GPM: 35 ITEM: P.S.I. LOSS WATER METER SIZE: 2" ® 35 GPM .95 BACKFLOW DEVICE: 2" @ 35 GPM 10.00 GATE VALVE: 2" @ 35 GPM 1.00 MAINLINES: 3" CL. 315 508 L.F. ® 35 GPM .56 2-1/2" CL. 315 525 L.F. ® 35 GPM 2.04 2" CL. 315 460 L.F. @ 35 GPM 4.60 AUTOMATIC VALVE SIZE: 2" ® 35 GPM 1.40 LATERAL LINES: 3/4" CL. 200 165 L.F. ® 8 GPM 2.35 1" CL. 200 10 L.F. ® 8 GPM ,09 2" CL. 200 2 L.F. ® 35 GPM ,02 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 23.01 FITTING LOSSES (10% OF SUBTOTAL): 2.30 ELEVATION LOSSES/GAINS - 7.87 TOTAL SYSTEM LOSSES: 63.18 AVAILABLE PRESSURE: 75.00 (_) DEFICIT OR (+) RESIDUAL PRESSURE: + 11.82 LPR_-SSURE LOSS CALLS"MRmw 1. TORO NETWORK 8000 MODEL #132-86-08, 32 -STATION FIELD SATELLITE CONTROLLER. CONNECT 110V POWER FROM EXISTING HANDHOLE LOCATION TO NEW METER AND CONTROLLER PER LOCAL CODE AND EDISON REQUIREMENTS. 2. MOUNT TORO NETWORK 8000 CONTROLLER IN V.I.T. STRONGBOX STEEL ENCLOSURE MODEL SB-24SS/120V WITH ELECTRICAL METER. 3. PROVIDE RAINMASTER 32 PC "PIGTAIL" FOR REMOTE CONTROL OPERATION. 4. PROVIDE SENSOR INPUT BOARD (SIB)MODE #995-63 TO INTERFACE WITH FLOW METER AND RAIN SHUT OFF DEVICE. 5. PROVIDE RADIO LINK KIT #89-7611 TO COMMUNICATE WITH CENTRAL COMMAND. ALL RADIO EQUIPMENT SHALL BE COMPATIBLE WITH VHF. 6. PROVIDE GROUND ROD AND SURGE PROTECTION FOR EACH SATELLITE CONTROLLER. 7. CONTACT: CURTIS NEWMAN, CALIFORNIA TURF, (619) 520-6181, (619) 793-3999 PAGER, (800) 774-8873 MAIN OFFICE; OR EQUIVALENT. 11 TORO CONTROLLER NOTES REFERENCE PLANS BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE w/ VALVE N ETCHED IN 12'X18' PLASTIC . 80X AND COVER WITH LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24-) WATERPROOF WIRE CONNECTION CHRISTY'S 1.0 TAG (STANDARD) SECURE TO SOLENOID PIGTAIL FINISH GRADE 3/4- I f4"i 2"MAX.I TOP OF VALVE 18" MIN COMMON WIRE CONTROL WIRE -� 12"OR AS NOTED HARDSCAPE 4 I.SO 010 12' PVC UNE PIPE / NON -PRESSURE "BUNION CONN LINE FITTING -PEA GRAVEL. (MIN.3 CU. FT:) PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR PVC ELBOW (1YP. 2' PLACES) PVC UNE PIPE PVC SUPPLY LINE FITTINGS(SXSXS) NOTES: 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 4. ONE VALVE PER VALVE BOX E REM OTE CONTROL VALVE mrr Hall & Foreman, I in Li , LlA Engineering • Surveying • Planning - Landscape Arch" .ecture 9130 Anaheim Place, Ste. 120 r Rancho Cucamonga, CA 91730 • (909) 48',,_9090 PREPARED UNDER THE SUPERVISION OF: REVISIONS APPROVAL DATE APPROVAL DATE ICHAEL T. HARADA R.L.A. N 38 WATERPROOF ALL WIRE C❑NNECTI❑NS AS PER STD. BLACK -D WHITE (COMMON) BLUE 7-- FLOW SENSOR DIAMETER SAME SIZE AS FLOW METER SIZE OF 14 WIRES JJ� MASTER CONTROL VALVE MINIMUM DISTANCE DOWNSTREAM SX DIAMETER OF FLAW METER SIZE MINIMUM DISTANCE UPSTREAM lOX DIAMETER OF FLOW METER SIZE C) MASTER VALVE WITH FLOW SENSOR CI TY Ur ION TAN A, CACI [OR N I A DRAWN BY LANDSCAPE IMPROVEMENTS EA: 317900 B.H.-"----W--•--- DESIGNED BY FOOTHILL BOULEVARD - ROUTE 66 S� AS SHOWN M.H. CHECKED BY LANDSCAPE IRRIGATION DETAILS DATE: M.H. JUL. 2004 JOB NO. APPROVED DR. NO. SHT. NO.LD-2 FHB 0238 CITY ENGINEER RCE #51152 DATE 3628 23 OF 23