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Home My WebLink About2986-4I . k - ,-:p- a i . BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE w/ VALVE # ETCHED IN LID' 12„X18” PLASTIC BOX AND COVER WITH GEAR DRIVEN LOCK TOP SHRUB ROTOR CURL TYPE EXPANSION LOOP (MIN.24") ( - WATERPROOF WIRE CONNECTION° 12"0R - 12" MINAS NOTED HARDSCAPE VALVE BOX W/ LOCK PVC RISER CHRISTY'S LD TAG (STANDARD) SECURE TO SOLENOID PIGTAIL FINISHED GRADE FINISH GRADE FINISH GRADE 3/4 FINISH GRADE GATE VALVE . v 00=1II=1II=1II=1II=1I1= I=1II=1II=1II=1II=1I 6 11=III=III-III=III=11 -III=III=III=III=III= =1 I LEI I I=1 I I-1 11=1 I IE I-1 11=1 I I-1 11=1 I I-1 I 6" MIN. FROM HAR D S CAP ES I I=1 I I=1 I I—I 11—I I I—I I1 III—I I I—III—III—III— HEAVY DUTY GALv. - PVC MALE A D A P T E R =1 i I—I i I—I i I—I I_ — — 12"MIN STEEL PUNCH LOCK 12"MAX. TOP SOLE OID i t 12" 4. 1• . 0.FASTENER (2 REQ'D) OF VALVE _ PVC LINE PIPE 11�111111 1 CU. FT. PEA GRAVEL —1 111=111=III III= =I = f— NON -PRESSURE i� S I T e S C A P� S RESSURE LATERAL LINE IIIIIIIII -NON P , �" MIN VIII z Z 1=III=III=11 II = III- UNION CONNECTION Landscape Architecture LINE FITTING III—III—III _—I I 1—� I —11 i—i I I—I I 11—III—III— w _, �. I- ebb.• b -- PEA GRAVEL and Planning _ — LATERAL LINE b MAINLINE —III -111 111— ,8 p �,� e� Q b b (MIN.3 CU. FT. 19762 MacArthur Hlvd., Ste. 130 I—III—II II =— N =III=III _=III: LATERAL LINE WITH PVC - 00 r = — I=III— PVC LINEPIPEPVC SCH. 40 MALE ADAPTOR Irvine, CA. 92612 I—III=11 III= PRESSURE SUPPLY LINE (TYP. 2 PLACES) _ TEE OR ELL PVC EL Richard Polhamus, License CA—#2782 CONTROL WIRESPVC LINE PIPE ° ° a0 -1 I1=111 III—III: PVC STREET ELL ° ° oo {949) 644-9370 (949} 476-1432 FAX 1=III=11 11=III= COMMON WIRE PVC SUPPLY LINE FITTINGS(SXSXS) IIIIIII =1 I I=1 I I III=1 I I: CLEAN BACKFILL I=1II=1I II==1II SCH.80 NIPPLE -111—III — — CONTROL WIRE =1 I I=1 I • I I—III— 1 "X 1 "X30" GALV. NOTES: III -111— — — III=III: 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 2" X 4" RWD. BLOCK NO. REVISION 1=1 10 1 1=1 1=1 1 1-11 i_:FI 1=1 I1=1 11=1 11=1 I I= ANGLE IRON 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. X111=111=III III=III=III=111=111=111-111=111. Q -III -111=11 —III=III III -111=111—I I1=111_ 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. ' I -III -III III -III -III -I 11=1 11=1 11=1 I I-' 4. ONE VALVE PER VALVE BOX 6" MIN. SHRUB ROTOR CONTROL VALVE GATE VALVE OF 14 WHITE WIRES FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO POP-UP SHRUB HEAD " WALK OR CURB QUICK COUPLER VALVE (COMMON) LARGER THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE 1 1/2 10" VALVE BOX MARKED W/ 2" FROM THE TOP OF PIPE. THE REMAINDER LETTERS READING Q.C. BLUE INITIAL BACKFILL MEASURED R 12" MIN. FROM HARDSCAPE MATERIALS OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2" MINUS. FINISH GRADE WATERPROOF ALL FINISH GRADE a a � ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%. WIRE CONNECTIONS — — W 1. 1 /2". _ -11=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I-1 11=1 I I _ AS PER STD. INSTALL ALL PVC PIPE WITH LABEL UP. a a° I I—I 11=1 11=1 I I—III—I 1 I—I I I—I I I—I I FE I I—I I I—I I I—I I I III—I I I—III—Ill I I I-1 11-111-11 I I I I—I 1I- _III—III—III=1 I I=1 I I=1 I I—III=I I I—I 11=1 11=1 I I—III—I I—III—III—III—I 11=1 I I—III—I 11=1 11=1 11=1 -1=1— — = =1II=1II=1II=1II=1II=1II III=1II—III—III—II1=1I1=1I1=1I1=1I1=1I1= CD I I (I I � I — I I—I i l—III—III—III—III—III _CD SNAKE ALL PIPES IN TRENCH. RED III III II fi" MIN PEA GRAVEL I= I=1 ,III,,,III,,,III„lII III ,II ,,, ,,, ,,, - III= BLACK MASTER CONTROL r�TT1� — 2 x 4 RWD OR BRICK �� Fr --i � 0 � BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE I I ( I — _ _ VALVE TYP �' opo SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE 1 -11 F -I II E BRASS STREET ELL RASS NIPPLE fi” MIN I��=�� CHANGES IN DIRECTION. O FLOW SENSOR W O �� C NIPPLE PRESSURE MAIN LARGER THAN 2 SHALL BE P.V.C. CLASS 315 SCH 80 PV �� THREADED BOTH ENDS DIAMETER SAME SIZE PVC SHC 40 TEE OR ELL AS FLOW METER SIZE � � � ��SMALLER THAN 2 SHALL BE P.V.C. SCHEDULE 40.PVC STREETELLS LATERAL LINE SIZE TO BE NOTED ON PLAN U � zC) N ►—a CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. W � O - 24 MIN: #4 REBAR, ATTACH � Z � � u " IPE OTE: W/(2) STAINLESS STEEL BANDS CONTRACTOR SHALL PROVIDE 24 OF COVER OVER P N MINIMUM DISTANCE DOWNSTREAMER SIZE � � � � � 5X DIAMETER OF FLOW MET � O� SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 0 INSTALL 12" SHRUB POP-UP HEAD 1 1/2" 3 AND LARGER. MINIMUM DISTANCE UPSTREAM W ►�' � W ;:4 F-+ ABOVE F.G. NOTE. 10X DIAMETER OF FLOW W44 Z ON ALL THREADED FITTINGS > o 0 F.G. - 1 1/2" BELOW WALK OR CURB USE TEFLON TAPE METER SIZE O VALVE FOR LOW HEAD DRAINAGE NAGE CHECK C u �T� w W FLOW METER � TRENCHING DETAIL LAA`N/4"6"8"SHRUB POP-UP HEAD COUPLER 4 MAX — WALK OR CURB CLEAN BACK FILL SATURATE AND COMPACT TO 90% 1 1/2 1 1 " FINISH GRADE CONC. WALK 2 / HARDSCAPING OR CURB w W NATIVE BACKFILL 2" MINUS dFINISH GRADE A. a s • �/ o I —_ -- --iTi iii — _ 1 �•'..: •; '• • •' • ' . !"rl � NON PRESSURE LATERAL LINE W/SLEEVE - •' 00 ,III, . ,III, , ,III, ; 111= =III ;III, , ,III, , ,III, , ,III,—,III, , ,III,—,I I ': ••.•. •": Is PRESSURE • • • _ _ � � o N PRESSURE SUPPLY LIN W/SLEEVE _ — „ PRESSURE REGULATOR IF =III= =III= HI POP SHRUB HEAD CONTROL WIRE SLEEVE REQUIRED. SET AS SHOWN ..:. r r ET ELL BACKFLOW PREVENT � .. .� ... ••.. MARLEX STREET REDUCE PRESSURE � LL ON SITE DRAWING SAND BACK FI O W •,I' ,.t # SCH 80 PVC NIPPLE _ — — t '. THREADED BOTH ENDS BRASS NIPPLE STRAINER DE� (4 PLACES) H MESH MO 2" MIN - BRASS ELBOW 0 BRASS ELBOW 6" o BRASS UNION � � a � PVC LATERAL LINE PVC STREET ELL BRASS PIPE r MIN RELIEF PORT NOTES:BRASS BALL i BRASS BALL O V INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER LATERAL LINE WITH LOOSE KEY � ,� VALVE PVC TEE OR ELL VALVE HOSE BIB 18 00 SPEC. ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE DOUBLE SWING JOINT BRASS PIPE LOCK BO N SLEEVED. 2 EA. PVC STEET ELLS _ 8.. _ �- #4 REBAR * INCREASE THIS DISTANCE TO 36 WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL N OTE: TRAFFIC WAYS. - 1$„ ALL BUBBLERS TO BE INSTALLED NOTE: SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY r:. nlr' •a�l� INSPECTOR WITH TRIPLE SWING JOINTS INSTALL HI—POP IRR. HEAD 1 1/2" ABOVE F.G. IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND - F.G. 1 1 /2" BELOW HARDSCAPE VISIBLE ON GROUND LEVEL. F.G. 1 1/2 BELOW WALK OR CURB _ PRESSURE CONC. _ PRESSURE PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING V SUPPLY LINE STABILIZER FRONT SUPPLY LINE (INTAKE) (TRUST BLOCK) (DISCHARGE) BACKFLOW ENCLOSURE 3/4" GRAVEL (SEE NOTE BELOW) M--•1 HI -POP SHRUB HEAD BRASS ELBOW BUBBLER HEAD fi SLEEVING DETAIL '•' • •' BRASS UNION ~ „•i : . • z W '�'` ' . • :: �• . ' ' BRASS BALL Lu n • • . ' !' .'.. °: VALVE FINISH GRADE Z MAIN SUPPLY, LATERAL 0 AND WIRING —III—III—III—III—III—III-1 11= 4 REBAR MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING III-III-III-III-III—III=1 RISER , 2' P LAN 12' _ - MAIN OR LATERAL LINE ~ BACKFLOW ENCLOSURE LE MEUR ? .5219 LATERAL ,' 1 s ;12 �_ 4 _ . 18 ;t. TEE OR ELL NOTE. " M f * , OR EQUAL 24 X60 X3fi HIGH WIRING MAINLINE ',� ELEVATION 12 NIPPLE H�,NGED AT ONE END SECURE TO s.: X8' FOOTING W 4" J BOLTS END a •- -:-' � ..•.• - • - EQUIPMENT TO BE CENTERED � V I SIDE HOUSING) ELEVATION VIEW TEE OR ELL MAIN OR LATERAL LINE Z. -.9'. MARLEX STREET ELL(PRIVATE) GENERAL NOTES: ALL MAINLINE SHALL: INSTALL ALL 120' BE INSTALLED PER VOLT WIRE IN PVC STREET ELL(PUBLfC) 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR " ' ' ' ''•CONDUIT PER LOCAL MFG'S SPECIFICATIONS"*, ' CODE PRIOR TO POURING ENCLOSURE PROVIDE A 20 LOOP OF WIRE 1I2 NIPPLE ' IN ALL CHANGES OF DIRECTION SNAKE ALL PLASTIC STREET ELL(PRIVATE) EATER THAN 30 DEGREES REMOVE MARLEX2. CONTRACTOR SHALL USE 520—C-2500 CONCRETE :•`.' PIPE INTO TRENCHES GR PLAN • G AT "' `'`` TIES AFTER ALL CONNECTIONS TAPE AND BUNDLE WIRING As SHOWN PVC STREET ELL(PUBLIC) 10' O.C. MAXIMUM TO MAINLINE. HAVE BEEN MADE PLAN VIEW SCHEDULE 40 STREET ELL DVM CHK SCHEDULE 80 PVC RISER DATE 11/01/� 1 BACKFLOW P"D'DVENTER NOTE: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE JOB � 01-012 IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING AN DS C4'p - CITY OF. N NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE Pol 4.fliz- 80 PVC UNLESS OTHERWISE SPECIFIED , ��`' ��`� 2782 KGs y'�, USE PVC STREET ELLS W/TEFLON TAPE FOR ALL DRAWN s CALE PUBLIC JOBS DESIfM I", DATES J, 1 ° 71, 1 Q' >► aM ,�� 'oma DAM _' 7•D 4 o f o -fit SWING JOINT D PIPING ANIS WIRINGOF,CA�� CITY ENGINEER R.CE. "M Elm. DATE 1E/31/9 29 13 s i 7 .