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Home My WebLink About3358-6IE cc FINISHED GRADE MIN. FROM HARDSCAPES 61, MINI. 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. 1 WIN I I wk, z I /%I CAAI oA�K FILL SATURATE AND COMPACT TO 90% ;DSCAPING NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL LINE W/SLEEVE PRESSURE SUPPLY LINE W/SLEEVE CONTROL WIRE SLEEVE SAND BACK FILL NU I tJ: 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. MAIN SUPPLY, LATERAL ND WIRING MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING �>, LATERAD: WIRINGV3 3 ELEVATION VIEW 7 7-7,711 PROVIDE A 20" LOOP OF WIRE IN ALL CHANGES OF ZALL MAINLINE INSTALL ALL 120 DIRECTION GREATER SHALL BE VOLT WIRE IN THAN 30 DEGREES INSTALLED PER CONDUIT PER LOCAL REMOVE TIES AFTER 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 ® GEAR DRIVEN SHRUB ROTOR 12" MIN PVC RISER FINISH GRADE -L=III—III=III=III— I—III—III—III—III—II II-III=111=III=III=11 =111=111=111=111=111= -I I I=I I I-111=1 I El I I- I-III-III=III-III-I I II I I I I i Ll I I �I I�LI IL it i I I�ITII i II i II i HEAVY DUTY GALV. STEEL PUNCH LOCK FASTENER (2 REQ'D) LATERAL LINE WITH PVC TEE OR ELL PVC STREET ELL SCH.80 NIPPLE 1 "X 1 "X30" GALV. ANGLE IRON L a • , . WALK OR CURB POP-UP SHRUB HEAD 1 Ian FINISH GRADE 1 1/211 l ll e a •d I-17=1 --- -- ► A ° to SCH 80 PVC NIPPLE THREADED BOTH ENDS PVC STREET ELLS NOTE: 0 INSTALL 12" SHRUB POP-UP HEAD 1 1/2" IN GROUNDCOVER/MULCH, 3/4" TO 1 ABOVE F.G. F.G. - 1 1/2" BELOW WALK OR CURB LAWN/4"6"8'° S11'r RUB POP-UP PIEAD FINISH GF SCH 80 F THREADED %iiA 1 Le nn nl Inn rVV Lr11 LI\/'1L LIIVL NOTE: 0 ALL BUBBLERS TO BE INSTALLED WITH TRIPLE SWING JOINTS 0 F.G. — 1 1/2" BELOW WALK OR CURB PLAN 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 L- MARLEX STREET ELL(PRIVATE) PVC STREET ELL(PUBLIC) SCHEDULE 40 STREET ELL SCHEDULE 80 PVC RISER NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE 80 PVC UNLESS OTHERWISE SPECIFIED USE PVC STREET ELLS W/TEFLON TAPE FOR ALL PUBLIC JOBS SWING JOINT BOX TO BE PLACED AT RIGHT ANGLE T PREVENT HARDSCAPE EDGE w/ VALVE # ETCHED IN LID 12"X18"" PLASTIC BOX AND COVER WIT PLACES LOCK TOP BRASS ELBOW CURL TYPE EXPANSION LOOP (MIN.24" BRASS UNION WATERPROOF WIRE CONNECTION BRASS PIPE BRASS ELBOW 12 "OR HARDSCAPE CHRISTY'S LD TAG (STANDARD) '46 NOT10 SECURE TO SOLENOID PIGTAIL 4MEBAR FINISH GRAD — I 12 'M4X TOP 1 1 I D 121 OF V01A.I..V18 •ct PVC LINE PIPE BRASS UNION -PRESSURE 18" MINI L INE FITTING UNION CONNECTION "��.i= b.i►;.. " _�IM N.3 GRAVEL BRASS BALL VALVE ,21 PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR PVC ELBOW (TYP. 2 PLACES) #4 REBAR PVC LINE PIPE COMMON WIR PVC SUPPLY LINE FITTINGS(SXSXS) CONTROL WIR-E/ OR EQUAL 24"X60"X36" HIGH NOTES: W 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. H 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 4. ONE VALVE PER VALVE BOX 10" VALVE BOX MARKED W/ 2" LETTERS READING Q.C. FINISH GRADE 6" MIN PEA GRAVEL BRASS STREET ELL TYP QUICK COUPLER VALVE 12" MI A aN. FROM HARDSCAPE MATERIALS —�Y � p L x 4 RWD OR BRICK BASS 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. WALK 1 1%2" OR CURB J!, .: .SII II I 12 FINISH GRADE 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 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 WHITE (COMMON) BLUE or FLOW SENSOR DIAMETER SAME SIZE AS FLOW METER SIZE MINIMUM DISTANCE UPSTREAM 1 O DIAMETER OF FLOW METER SIZE OF 14 WIRES MASTER CONTROL VALVE MINIMUM DISTANCE DOWNSTREAM 5X DIAMETER OF FLOW METER SIZE PRESSURE REGULATOR IF REQUIRED. SET AS SHOWNON SITE DRAWING STRAINER #40 MESH MODEL BRASS ELBOW VALVE BALL?HOSE OSE KEY BIB BRASS PIPE 8" loll1_ �.._ • ,__. .. PRESSURE SUPPLY "CONC. STABILIZE LINE (INTAKE) (TRUST BLOCK) REDUCE PRESSURE BACKFLOW FRONT SUPPLYRLINE (DISCHARGE) PREVENT BACKFLOW ENCLO URE -BRASS4 NIPPLE 3/4" GRAVEL PLACES BRASS ELBOW bpi BRASS UNION j BRASS PIPE BRASS ELBOW BRASS BALL VALVE LOCK BOX ' '' •• •' 4MEBAR FRONT SUPPLYRLINE (DISCHARGE) GENERAL NOTES: 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR PRIOR TO POURING ENCLOSURE 2. CONTRACTOR SHALL USE 520—C-2500 CONCRETE 16 �`~♦ �' 78 LANDSCAPE PLANS CITRUS AVENUE �so�o sn <'-7 e Zda CHOMI ]"1 1 4-mam Irn ZI _ QA"., ccrr R.cr..�.o�. m►� S I T 1E; C A P I: Landscape Architecture and Planning 19762 MacArthur 81W.. Ste. 130 Irvine. CA. 92612 Richard Polhamus, Licen" CA—/2782 (949) 644-9370 (949) 476-1432 FAX BACKFLOW ENCLO URE 3/4" GRAVEL SEE NOTE BELOW bpi W BRASS ELBOW ' '' •• •' '' •' •ct (3*� BRASS UNION •*• .:. • .. • ® ® . • W BRASS BALL VALVE ,21 P LAN 12" -.; :...::. #4 REBAR NOTE: BACKFLOW ENCLOSURE,LE MEUR OR EQUAL 24"X60"X36" HIGH W HINGED AT ONE END SECURE E N D � TO 6"X8" FOOTING W/4" J H ^ Q BOLTS (EQUIPMENT TO BE C 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 16 �`~♦ �' 78 LANDSCAPE PLANS CITRUS AVENUE �so�o sn <'-7 e Zda CHOMI ]"1 1 4-mam Irn ZI _ QA"., ccrr R.cr..�.o�. m►� S I T 1E; C A P I: Landscape Architecture and Planning 19762 MacArthur 81W.. Ste. 130 Irvine. CA. 92612 Richard Polhamus, Licen" CA—/2782 (949) 644-9370 (949) 476-1432 FAX DVM CHK DATE 11/14/02 JOB # 00-010 ASSHOWN mm L5 3358 618 ®f 17 W >� •ct (3*� W 0 0`0 W O � aN �..i H ^ Q Z C tn DVM CHK DATE 11/14/02 JOB # 00-010 ASSHOWN mm L5 3358 618 ®f 17