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Home My WebLink About3570-9r►nc�_rr� GRADE MIN. FROM HARDSCAPES 61, 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. -11=11 If I I I i- ��•'FIX� ii'�!� II 11 �I I g,iggsi,��a%,4 11_II_91 �t,�ti�QQi�i�Qt�r:�7J1r` n -I li • - • ulr�li�•11=,1 , n=n=n=-:r�—n=nn-nor 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 N D WIRING MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING ':LsJ ' � • LATERAD WIRING MAINLIN a ELEVATION VIEW PROVIDE A 20" LOOP OF WIRE IN ALL M CHANGES OF ALL MAINLINE INSTALL ALL 120 DIRECTION GREATER SHALL BE VOLT WIRE IN THAN 30 DEGREES INSTALLED PER CONDUIT PER LOCAL REMOVE TIES AFTER MFG'S ALL CONNETIONS '' CODE 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 POP-UP SHRUB HEAD FINISH GRADE LL SCH 80 PVC NIPPLE THREADED BOTH ENDS BOXTO BE PLACED AT RIGHT ANGLE T HARDSCAPE EDGE w/ VALVE # ETCHED IN LID 12"X18" PLASTIC BOX AND COVER WIT LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24" WATERPROOF WIRE CONNECTION IZ "OR HARDSCAPE CHRISTY'S I.D TAG (STANDARD) Ab NOTEa SECURE TO SOLENOID PIGTAIL FINISH GRAD d.. 11= 12 "MAX. TOP I D 1211 OP VALME PVC LINE PIPE 11 ON - 10" MIN �T— INE FITTINGURE UNION CONNECTION PEA GRAVEL (MIN_3 CU. FT.) PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR PVC ELBOW (TYP. 2 PLACES) PVC LINE PIPE COMMON WIR PVC SUPPLY LINE FITTINGS(SXSXS) CONTROL WIRE) 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 TYP. BRASS REMOTE CONTROL VALVE WALK OR CURB �• 10" VALVE BOX MARKED W/ 2" QUICK COUPLER VALVE ill LETTERS READING Q.C. 12" MIN. FROM HARDSCAPE MATERIALS FINISH GRADE a � = I =1 I L=7W=7111=1 11=1 11=1 11=1 11- 1-I I I-- ° • . ' A. . a I 1=III=1 I I=L=1 I L=III-III-III-I 11=III=1 I I -III -I I III -I 11=1 11=111 -IIIA -I 11=1 I 1=1 I I III III= -� 1=1 I= -I I IH I ILI=1 I IEiILI =111-111= 11=1 11= I I I -I I -I 11=111=11-1 I I -III LII -1 11=11 I I I -I 11=1 11=11=111a 11-1 I I I 1 1=111=111-111=11 I III 111 11 111: 6" MIN PEA GRAVEL 1= J �—� 2 x 4 RWD OR BRICK BRASS STREET ELL TYP. S�Z.�RASS NIPPLE 6" MIN PVC SHC 40 TEE OR ELL PVC STREET ELLS LATERAL LINE SIZE TO BE NOTED ON PLAN 24" MIN. #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS NOTE: O INSTALL 12" SHRUB POP-UP HEAD 1 1/2" 1N GROUNDCOVER/MULCH, 3/4" TO 1- IN TURF, ABOVE F.G. O F.G. - 1 1/2" BELOW WALK OR CURB Iii 1 9 a I lilf i '� FINISH GF'^nr SCH 80 PVC NIPPLE — THREADED BOTH ENDS WALK OR CURB b" MARLEX STREET ELL PVC LATERAL LINE NOTE: 0 ALL BUBBLERS TO BE INSTALLED WITH TRIPLE SWING JOINTS O F.G. - 1 1/2" BELOW WALK OR CURB FINISH GRADE RISER MAIN OR LATERAL LINE TEE OR ELL 12" NIPPLE TEE OR ELL — — — — — MAIN OR LATERAL LINE MARLEX STREET ELL(PRIVATE) PVC STREET ELL(PUBLIC) 12" NIPPLE PLAN MARLEX STREET ELL(PRIVATE) PVC STREET ELL(PUBUC) SCHEDULE 40 STREET ELL SCHEDULE 80 PVC RISER NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE 40 & 80 PVC UNLESS OTHERWISE SPECIFIED USE PVC STREET ELLS W/TEFLON TAPE FOR ALL PUBLIC JOBS SWING JOINT NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS CONC. WALK 1 1/2° OR CURB FINISH GRADE !. •• + • I I( III I—I I 1=11 11 I I 1 I • ' >7• 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 VALVE BOX W/ LOCK FINISH GRADE -, IIIIIIIIIIIIIIIfiIIICI WATERPROOF ALL WIRE CONNECTIONS AS PER STD. RED BLACK GATE VALVE PVC MALE ADAPTOR 1 CU. FT. PEA GRAVEL MAINLINE 2" X 4" RWD. BLOCK GATE VALVE OF 14 WHITE WIRES (COMMON) BLUE FLOW SENSOR DIAMETER SAME SIZE AS FLOW METER SIZE MINIMUM DISTANCE UPSTREAM 1OX DIAMETER OF FLOW METER SIZE MASTER CONTROL VALVE MINIMUM DISTANCE DOWNSTREAM 5X DIAMETER OF FLOW METER SIZE 1 Rio C1 ita ♦I If `s, ►nlllult.IIIIIIIILI � �ni11� 111111►111, not I low PRESSURE SUPPLY -tONC. STABILIZER FRONT PRESSURE LINE (INTAKE) (TRUST BLOCK) LINE (DISCHARGE) REDUCE PRESSURE BACKFLOW 3/4" GRAVEL toll NIP LE (4 PLACES - BRASS ELBOW -BRASS UNION -BRASS PIPE -BRASS BALL VALVE r� I� • �C CIS 1 t2" PLAN WO NOTE: BACKFLOW ENCLOSURE,LE MEUR 00 OR EQUAL 24"X60"X36" HIGH HINGED AT ONE END SECURE TO 6"X8" FOOTING W/4" J BOLTS (EQUIPMENT TO BE WQ CENTERED INSIDE HOUSING) REDUCE PRESSURE BACKFLOW PREVENT -BRASS NIP LE (4 PLACES - BRASS ELBOW -BRASS UNION -BRASS PIPE -BRASS BALL VALVE LOCK BOX (ACKFLOW ENCLOSURE SEE NOTE BELOW BRASS ELBOW -BRASS UNION BRASS BALL VALVE -#4 REBAR GENERAL NOTES: 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR PRIOR TO POURING ENCLOSURE 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE 111 VAS I I 4_;j1fAj11 11111k I I "It etl�,N%DSC.4 CITY OF FONTANA 278 y% LANDSCAPE PLANS W"""'0 SULD SIERRA LAKES PAI&KWAY / S SHOWN Muslim �Q we MEDIAN ISL S tp�91Fy �0� MEMO= 301wrsw� »n � w+ OFCA�-� �►,� 9 i ��._V 3570 21 II T e C A P IC Landscape Architecture and Planning 3195-8 Airport Loop Dr., Costa Mesa, CA. 92626 Richard Palhamus. IJasnse CA—#2782 (949) 6"-9370 (714) 210-3140 FAX Dvm CHK DATE 06/04/03 JO'3 * 02-035 L8 of 25 V1 00 r� I� • �C CIS 1 WO .,.., 00 dN WQ O-z:s� M--oll Q Z cis z �10 I. Dvm CHK DATE 06/04/03 JO'3 * 02-035 L8 of 25