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Home My WebLink About3459-4r"""' 'rD GRADE MIN. FROM HARDSCAPES 6" MIN. NON—PRESSURE LATERAL LINE LATERAL LINE PRESSURE SUPPLY LINE CONTROL WIRES ;LEAN BACKFILL FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2" MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%. INSTALL ALL PVC PIPE WITH LABEL UP. SNAKE ALL PIPES IN TRENCH. BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 dEGREE CHANGES IN DIRECTION. PRESSURE MAIN LARGER THAN 2" SHALL BE P.V.C. CLASS 315 SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. CONTRACTOR SHALL PROVIDE 24" OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. TRENCHING DETAIL ^'""'"^K FILL SATURATE AND COMPACT TO 90Zb ZDSCAPING NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL LINE W/SLEEVE PRESSURE SUPPLY LINE W/SLEEVE 31E ::.-•. ;�.:.; CONTROL WIRE SLEEVE SAND BACK FILL 211 M L NOTES: M INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER SPEC. ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE SLEEVED. * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL TRAFFIC WAYS. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY INSPECTOR IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON GROUND LEVEL. SLEEVING DETAIL BOX TO BE PLACED AT RIGHT ANGLE T 10' PLASTIC ROUND OF 14 HARDSCAPE EDGE w/ VALVE # ETCHED IN LID APPROVED VALVE 80 WHITE W/STRIPE WIRES 12"X18" PLASTIC BOX AND COVER WITH FINISH GRADE GATE VALVE (COMMON) LOCK TOP �' IN LAWN AREAS CURL TYPE EXPANSION LOOP (MIN.24" z PLANTER AREAS BLUE WATERPROOF WIRE CONNECTION 12"OR HARDSCAPEPr WATERPROOF ALL ( D WIRE CONNECTIONS SECURE , TO � TAG OLENOIDTPIGTAIL D (STANDARD) A6 NOTE AS PER STD. 12" MAX. FINISH GRAD 3/411 a RED - YELLOW MASTER CONTROL 4 VALVE — FLOW SENSOR 12"MAALv� WD 12" OP DIAMETER SAME SIZE PVC LINE PIPE • oe eoe• 1Qe°Q 8 AS FLOW METER SIZE opO °�°e�S e • Y e e RESSURE °° o • oo8yye��e ed O�0 e• D°l7e a°O •°° 18" MIN INE FITTING BRICK SUPPORTS UNION CONNECTIOt THREE REQUIRED PEA GRAVEL S •+. ee ebbe ' PVC MALE ADAPTOR (MIN.3 CU. FT.) BRASS OR COPPER TYP. TWO PLACES PW MINIMUM DISTANCE DOWNSTREAMpVC LINE NIPPLE & UNION 5X DIAMETER OF FLOW METER SIZE PVC ELBOW (TYP. PVC SCH. AOCE MALE ADAPTOR PRESSURE MAIN LINE MINIMUM DISTANCE UPSTREAM DEPTH WITH 45-DEGREE(MIN. 2 CU.11 PEA GRAVEL PVC LINE PIPE 1OX DIAMETER OF FLOW COMMON WIR PVC SUPPLY LINE FITTINGS(SXSXS) ELBOWS, SIZE PER DRAWINGS. METER SIZE CONTROL WIRE NOTES: 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED NOTES: VALVES 2 1- AND 1. BE AWWA APPROVED 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF HAVE A 2 SQUARE/2 QUARE O ERA NGGNUT LL NA EU OF BRASS HANDWHEELD 3 FT. APART. AND FLANGE CONNECTIONS IN LIEU OF UNIONS. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 3. GATE VALVES GRAY AND PRIOR TO INHSTAALLLL ATION VE of v LVE BOXES' 4. ONE VALVE PER VALVE BOX 4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE APPROVED FLOW METER TYP. BRASS REMOTE CONTROL E VALVE GATE VALVE V WALK OR CURB POP—UP SHRUB HEAD QUICK COUPLER VALVE t 1/2e 10 VALVE BOX MARKED W/ 2 1/2 LETTERS READING Q. C. 12" MIN. FROM HARDSCAPE MATERIALS 1 FINISH GRADE FINISH GRADE a a I— 1 11 T• a e. -- I I—I � I—I I i—I � I—I � 1=1 I I—I � I—I � I— � I—I � I—I � I—I I—I � I—III— —�—- 11- MAIN SUPPLY, LATERAL AND WIRING MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING LATERA_ r r { ss• r .. WIRING MAIN Ll ELEVATION VIEW PROVIDE A 20" LOOP } OF WIRE IN ALL CHANGES OF ALL MAINLINE INSTALL ALL 120 DIRECTION GREATER SHALL BE VOLT WIRE IN THAN 30 DEGREES INSTALLED CONDUIT PER LOCAL REMOVE TIES AFTER PER MFG'S CODE ALL CONNETIONS SPECIFICATIONS HAVE BEEN MADE TAPE AND SNAKE ALL PLASTIC PIPE BUNDLE WIRING INTO TRENCHES AS AT 10' O.C. SHOWN MAXIMUM TO PLAN VIEW MAINLAINE. NOTE: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING PIPING AND WIRING FINISH GR SCH 80 P THREADED 1A/A 1 v nn ni Inn F ii LP11L1\P1L LIIVL NOTE: 0 ALL BUBBLERS TO BE INSTALLED WITH TRIPLE SWING JOINTS 0 F.G. - 1 1/2" BELOW WALK OR CURB BUBBLER HEAD FINISH GRADE =1 11=1 11=1 I 11T tut EJ 1'7 1 [_ 111 111; III ;III ; I i l III -1 RISER — — — MAIN OR LATERAL LINE TEE OR ELL ELEVATION 12" NIPPLE TEE OR ELL — — — — — MAIN OR LATERAL LINE PVC STREET ELL(PUBLIC) 12" NIPPLE PLAN MARLEX STREET ELL(PRIVATE) PVC STREET ELL(PUBLIC) SCHEDULE 40 STREET ELL SCHEDULE 80 PVC RISER NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE SPECIFIED USE PVC STREET ELLS W/TEFLON TAPE FOR ALL PUBLIC JOBS SWING JOINT CONC. WALK 1 1/211 OR CURB ' '''.'�•• .:III II • •� e I I I— )E t2 HI POP SHRUB HEAD PVC STREET ELL LATERAL LINE WITH PVC TEE OR ELL DOUBLE SWING JOINT 2 EA. PVC STEET ELLS NOTE: INSTALL HI—POP IRR. HEAD 1 1/2" ABOVE F.G. F.G. 1 1/2" BELOW HARDSCAPE HI -POP SHRUB HEAD PRESSURE REGULATOR 11/2" WILKENS 600 HR SERIES SET PER P.O.C. DESIGN PRESSURE. STRAINER #40 MESH MODEL --\ BRASS ELBOW �C X o RELIEF PORT BRASS BALL LOOSE OSE KEY 18,1 OSE BIB BRASS PIPE a . iae CUT I PRESSURE SUPPLY CONC- STABILIZER PRESSURE — LINE (INTAKE) (TRUST BLOCK) FRONT SUPPLY LINE (DISCHARGE) REDUCE III=1 I I=1 I I-1 I I I 11=1 II I I--1 11-1 11-1 11-1 11-1 I 6" MIN PEA GRAVEL NIP LE 4 PLACES -BRASS ELBOW I—) I Mi I UNION .BRASS PIPE ISI- 2 x 4 RWD OR BRICK VALVE =III= =III= Q BRASS STREET ELL TYP. D o cis [� RASS NIPPLE 6" MIN SCH 80 PVC NIPPLE -� THREADED BOTH ENDS O Cd 00 o PVC SHC 40 TEE OR ELL 1-2 PVC STREET ELLS LATERAL LINE SIZE TO BE NOTED ON PLAN 24" MIN. #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS NOTE: NOTE: 0 USE TEFLON TAPE ON ALL THREADED FITTINGS INSTALL 12" SHRUB POP—UP HEAD 1 1/2" IN GROUNDCOVER/MULCH, 3/4" TO 1-, ABOVE F.G. 0 F.G. — 1 1/2" BELOW WALK OR CURB LA)N N/4"6" SHRUB POP-UP HEAD QUICK COUPLER MAIN SUPPLY, LATERAL AND WIRING MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING LATERA_ r r { ss• r .. WIRING MAIN Ll ELEVATION VIEW PROVIDE A 20" LOOP } OF WIRE IN ALL CHANGES OF ALL MAINLINE INSTALL ALL 120 DIRECTION GREATER SHALL BE VOLT WIRE IN THAN 30 DEGREES INSTALLED CONDUIT PER LOCAL REMOVE TIES AFTER PER MFG'S CODE ALL CONNETIONS SPECIFICATIONS HAVE BEEN MADE TAPE AND SNAKE ALL PLASTIC PIPE BUNDLE WIRING INTO TRENCHES AS AT 10' O.C. SHOWN MAXIMUM TO PLAN VIEW MAINLAINE. NOTE: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING PIPING AND WIRING FINISH GR SCH 80 P THREADED 1A/A 1 v nn ni Inn F ii LP11L1\P1L LIIVL NOTE: 0 ALL BUBBLERS TO BE INSTALLED WITH TRIPLE SWING JOINTS 0 F.G. - 1 1/2" BELOW WALK OR CURB BUBBLER HEAD FINISH GRADE =1 11=1 11=1 I 11T tut EJ 1'7 1 [_ 111 111; III ;III ; I i l III -1 RISER — — — MAIN OR LATERAL LINE TEE OR ELL ELEVATION 12" NIPPLE TEE OR ELL — — — — — MAIN OR LATERAL LINE PVC STREET ELL(PUBLIC) 12" NIPPLE PLAN MARLEX STREET ELL(PRIVATE) PVC STREET ELL(PUBLIC) SCHEDULE 40 STREET ELL SCHEDULE 80 PVC RISER NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE SPECIFIED USE PVC STREET ELLS W/TEFLON TAPE FOR ALL PUBLIC JOBS SWING JOINT CONC. WALK 1 1/211 OR CURB ' '''.'�•• .:III II • •� e I I I— )E t2 HI POP SHRUB HEAD PVC STREET ELL LATERAL LINE WITH PVC TEE OR ELL DOUBLE SWING JOINT 2 EA. PVC STEET ELLS NOTE: INSTALL HI—POP IRR. HEAD 1 1/2" ABOVE F.G. F.G. 1 1/2" BELOW HARDSCAPE HI -POP SHRUB HEAD PRESSURE REGULATOR 11/2" WILKENS 600 HR SERIES SET PER P.O.C. DESIGN PRESSURE. STRAINER #40 MESH MODEL --\ BRASS ELBOW �C X o RELIEF PORT BRASS BALL LOOSE OSE KEY 18,1 OSE BIB BRASS PIPE a . iae CUT I PRESSURE SUPPLY CONC- STABILIZER PRESSURE — LINE (INTAKE) (TRUST BLOCK) FRONT SUPPLY LINE (DISCHARGE) REDUCE PRESSURE BACKFLOW PREVENT RASS NIP LE 4 PLACES -BRASS ELBOW -BRASS UNION .BRASS PIPE -BRASS BALL VALVE ►""{ .LOCK BOX C • •1 ACKFLOW ENCLO URE 3/4" GRAVEL SEE NOTE BELOW BRASS ELBOW F.' :•' •'• .: �... BRASS UNION *• • t r BRASS BALL .. VALVE 1211 PLAN 121, #4 REBAR NOTE: BACKFLOW ENCLOSURE,LE MEUR OR EQUAL 24"X60"X36" HIGH HINGED AT ONE END SECURE TO E N D 6"X8" FOOTING W/4" J BOLTS (EQUIPMENT TO BE CENTERED INSIDE HOUSING) GENERAL NOTES: 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR PRIOR TO POURING ENCLOSURE 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE BACKFLOW PREVENTER VIN SC4 I.Pot .� CITY OF FONTANA !� 27a2 `` y'� LANDSCAPE PLANS * -� * DPJM I: LYTLE CREEK ROAD MillAS SHOWN aESIM1m Or 9lF OF CA`�F��` all APPRMM DmN0_ 4 an 8=1411111i Ill 151 IM oar. WE 3459 1 S I T IE S C A P IE Landscape Architecture and Planning 3195 B Airport Loop Dr. Costa Mesa, CA. 92626 Richard Polhamus, License CA -#2782 (949) 644-9370 (714) 210-3140 FAX NO. REVISION n H a W Wo�u t— oho v W 6� W H W 012 a U o p u 00 1--I Op u o O �H H DVM CHK DATE 6/11/03 JOB # 03-017 L 3 of 10 ZLu � 11-- z Q o V Z 0 00 ZIm ►""{ Q D o cis [� I� cis (7) O Cd 00 o qu o ''i p1 u DVM CHK DATE 6/11/03 JOB # 03-017 L 3 of 10 ZLu H: 11-- z Q o V Z 0 o ZIm ►""{ Q D H DVM CHK DATE 6/11/03 JOB # 03-017 L 3 of 10 3/9/2004 i