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HomeMy WebLinkAbout3556-7r'"""' '�D GRADE MIN. FROM HARDSCAPES NON—PRESSURE LATERAL LINE LATERAL LINE PRESSURE SUPPLY LINE CONTROL WIRES LEAN BACKFILL (01i MINI, 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 CLEAN BACK FILL SATURATE AND COMPACT TO 907c HARDSCAPING NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL LINE W/SLEEVE n - PRESSURE SUPPLY LINE W/SLEEVE ::.:•t•;:, CONTROL WIRE SLEEVE k SAND BACK FILL 2" MIN ' e" NOTES: 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 MAIN SUPPLY, LATERAL AND WIRING MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING 3 ; ssre LATERA w a{• WIRING? MAINLIN 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 SHOWN AT 10' O.C. MAXIMUM TO PLAN VIEW MAINLAINE. NOTE: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING WATERPROOF ALL WIRE CONNECTIONS AS PER STD. RED YELLOW e OF 14 WHITE W/STRIPEWIRES (COMMON) BLUE ` ` � FLOW SENSOR DIAMETER SAME SIZE AS FLOW METER SIZE MINIMUM DISTANCE UPSTREAM 1OX DIAMETER OF FLOW METER SIZE �. MASTER CONTROL VALVE MINIMUM DIS ANCE DOWNSTREAM 5X DIAMETER OF FLOW METER SIZE FLOW METER WALK OR';>7 B POP—UP SHRUB HEAD ' 1 1/2" FINISH GRADE •d p A 4A I= I 1 I=1 I I=I I I=11 I= —_ =1 I1= I I- I I- . , ,11 11 -I I I-1 I m 116' IIII(� (�IIII SCH 80 PVC NIPPLE THREADED BOTH ENDS PVC STREET ELLS NOTE: O INSTALL 12" SHRUB POP—UP HEAD 1 1/2" IN GROUNDCOVER/MULCH, 3/4 TO 1,t , ABOVE F.G. 0 F.G. — 1 1/2" BELOW WALK OR CURB LAWN/"6" SHRUB PC -UP HEAD WALK OR CURB FINISH GRADE 4" MAX II--III=III--III „ IIII -- I I I II II II I —IIIiI,—l—igi,a l_ 111_=III_ --IIIa_ —III— —III— MARLEX STREET ELL SCH 80 PVC NIPPLE THREADED BOTH ENDS - O PVC LATERAL LINE NOTE: O ALL BUBBLERS TO BE INSTALLED WITH TRIPLE SWING JOINTS O F.G. – 1 1/2" BELOW WALK OR CURB BUBBLER HEAD FINISH GRADE =1 I I=1 I I=1 I I=1 11=1 11=111= � � �= 111 ; 111„III III1,;,111 -1 RISER =11 — — — —MAIN OR LATERAL LINE — — — — TEE OR ELL ELEVATION 12” NIPPLE — TEE OR ELL — — — — — T--- 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 SPE=CIFIED USE PVC STREET ELLS W/TEFLON TAPE FOR ALL PUBLIC JOBS SWING JOINT BOX TO BE PLACED AT RIGHT ANGLE T HARDSCAPE EDGE w/ VALVE # ETCHED IN LID 12"X18" PLASTIC BOX AND COVER WITH LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24" WATERPROOF WIRE CONNECTION iZ'OR HARDSCAPE CHRISTY'S LD TAG (STANDARD) As NO 171; SECURE TO SOLENOfD PIGTAIL FINISH GRAD 3/4" a a 12"MAX TOP T S 1S ID 12" Orl VALVC PVC LINE PIPE — RESSURE 18" MIN UNION CONNECTIOtV INE FITTING L EA GRAVEL �bo� redo MIN.3 CU. FT.) PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR PVC ELBOW (TYP. 2 PLACES) PVC LINE PIPE COMMON WIRPVC SUPPLY LINE FITTINGS(SXSXS) CONTROL WIRE) 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 TYP. BRASS REMOTE CONTROL VALVE 10" VALVE BOX MARKED W/ 2" LETTERS READING Q.C. FINISH GRADE QUICK COUPLER VALVE 12" MIN. FROM HARDSCAPE MATERIALS 6" MIN PEA GRAVEL III= 2 x 4 RWD OR BRICK BRASS STREET ELL TYP. RASS NIPPLE 6" MIN PVC SHC 40 TEE OR ELL LATERAL LINE SIZE TO BE NOTED ON PLAN 24" MIN. #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS CONC OR Cl QUICK COUPLER C ?UB; HEAD (C STREET ELL ,TERAL LINE WITH tC TEE OR ELL IUBLE SWING JOINT L EA. PVC STEET ELLS NOTE: INSTALL HII—POP IRR. HEAD 1 1/2" ABOVE F.G. F.G. 1 1/2" BELOW HARDSCAPE FINISH GRADE f_ 12” MAX. PRESSURE MAIN LINE ANGLE TO SPECIFIED DEPTH WITH 45—DEGREE ELBOWS, SIZE PER DRAWINGS. GATE VALVE TrIvIa (f 0 BRICK SUPPORTS THREE REQUIREC PEA GRAVEL (MIN. 2 CU.FT) NOTES: 1. GATE VALVES 2 1/2" AND LARGER SHALL BE AWWA APPROVED AND HAVE A 2" SQUARE OPERATING NUT IN LIEU OF BRASS HANDWHEEL AND FLANGE CONNECTIONS IN LIEU OF UNIONS. 2. GATE VALVES 8" AND. LARGER SHALL HAVE TRANSIT ADAPTERS. 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE APPROVED GATE VALVE PRESSURE REGULATOR 11/2" WILKENS 600 HR SERIES SET PER P.O.C. DESIGN PRESSURE. STRAINER #40 MESH MODEL --\_ BRASSn ��►�`� ♦I�111 ©illlllltk�NllHllitii� BRASS BALL VALVE �.. �• ♦♦/ s •I BRASS PIPE tom! •� �!.� 4 _ n L LE REDUCE PRESSURE BACKFLOW PRESSURE SUPPLY CONC. STABILIZER FRONT PRESSURE LINE (INTAKE) (TRUST BLOCK) (DISCHARGE) ACKFLOW ENCLOSURE 3/4" GRAVEL (SEE NOTE BELOW BRASS ELBOW BRASS UNION e� O ® - r A. BRASS BALL e •• �.. ..:.°:.• ._ • �,:.• : • VALVE • • i • .. ... •..' y�' •' LL. •�.. t12" PLAN .L12„ #4 REBAR NOTE: BACKFLOW ENCLOSURE,LE MEUR OR EQUAL 24"X60"X36" HIGH HINGED AT ONE END SECURE TO END 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 CITY OF FONTANA LANDSCAPE PLANS KNOX AVENUE — EAST sem: AS SHOWN a,E OW N0_ 3556 7 CRY ENgWM R.C.E. 51152 W. MKIE 15 S I T@ i C A P IE S Landscape Architecture and Planning 3195 B Airport Loop Dr. Costa Mesa, CA. 512626 Richcrd Polhomus, License CA—X12782 (949) 644-9370 (714) 210-3140 FAX n ^w H �U W 00 'n + Uj O a �;" -<� 00 ®� + UH �^ N PREVENT N ,,—BRASS NIPPLE 4 PLACES) BRASS ELBOW BRASS UNION PORT BRASS PIPE BRASS BALL VALVE ,LOCK BOX PRESSURE SUPPLY CONC. STABILIZER FRONT PRESSURE LINE (INTAKE) (TRUST BLOCK) (DISCHARGE) ACKFLOW ENCLOSURE 3/4" GRAVEL (SEE NOTE BELOW BRASS ELBOW BRASS UNION e� O ® - r A. BRASS BALL e •• �.. ..:.°:.• ._ • �,:.• : • VALVE • • i • .. ... •..' y�' •' LL. •�.. t12" PLAN .L12„ #4 REBAR NOTE: BACKFLOW ENCLOSURE,LE MEUR OR EQUAL 24"X60"X36" HIGH HINGED AT ONE END SECURE TO END 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 CITY OF FONTANA LANDSCAPE PLANS KNOX AVENUE — EAST sem: AS SHOWN a,E OW N0_ 3556 7 CRY ENgWM R.C.E. 51152 W. MKIE 15 S I T@ i C A P IE S Landscape Architecture and Planning 3195 B Airport Loop Dr. Costa Mesa, CA. 512626 Richcrd Polhomus, License CA—X12782 (949) 644-9370 (714) 210-3140 FAX n ^w H �U W 00 'n + Uj O a �;" -<� 00 ®� + UH �^ N DVM CHK DATE 9/22/03 JOB * 03 —0 17 N 00 ® f� Cd � s O 4.4 oo oo ® Zl C� U DVM CHK DATE 9/22/03 JOB * 03 —0 17