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Home My WebLink About3079-10`10121 T e c A P IE Landscape Architecture and Planning - 19762 MacArthur Blvd., Ste. 130 Irvine, CA. 92612 Richard Polhamus, License CA -2782 (949) 644-9370 (949) 476-1432 FAX N0. REVISION CHK BOX TO BE PLACED AT RIGHT ANGLE TO SS/RP DATE 10/12/00 JOB * 00-019 HARDSCAPE EDGE w/ VALVE # ETCHED IN LID of 20 12"X18" PLASTIC BOX AND COVER WITH GEAR DRIVEN LOCK TOP U SHRUB ROTOR CURL TYPE EXPANSION LOOP (MIN.24") WATERPROOF WIRE CONNECTION 12"OR 12" MIN PVC RISER � HARDSCAPE CHRISTY S I.D TAG (STANDARD) AS NOTED VALVE BOX W/ LOCK SECURE TO SOLENOID PIGTAIL FINISHED GRADE FINISH GRADE U FINISH GRADE3/4" a FINISH GRADE GATE VALVE 00 A�Cd -III-III-III-III-III- I -III -III -III -III -II a w 6" MIN. FROM HARDSCAPES II -III -III -III -III -II III-III=III-III=III= —iii—iii_ HEAVY DUTY GALV. I ISI— I ,-�I I L.-,—_ i I I _ I I PVC MALE ADAPTER 1 �."MIN STEEL PUNCH LOCK 12"MAX. TOP 12" 12 Um • FASTENER (2 REQ'D) SOLE OF VALVE PVC LINE PIPE i IIIIIIIII IIIIIII 1 CU. FT. PEA GRAVEL • III -ISI -ISI III -I _ z 1-III=III=11 II _ III NON -PRESSURE LATERAL LINE � 18" MIN NON -PRESSURE LINE FITTING III I— III— E -1 I I=1 I I=1 I I I=1 11= UNION CONNECTION =flI=III III- LATERAL LINE , �.�,a d� b;;.'�p PEA GRAVEL MAINLINE 00 (MIN.3 CU. FT.) C"4-III—III = III: 1=III=11 I -III= LATERAL LINE WITH PVC PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR _ PRESSURE SUPPLY LINE TEE OR ELL PVC ELBOW (TYP. 2 PLACES) -1 I I-1 I I III -1 I II: CONTROL WIRES PVC LINE PIPE 1=II=III= I-11 11 PVC STREET ELL ° ° ° o ° d I1=1 I I I I 1=111: CLEAN BACKFILL COMMON WIRE —� PVC SUPPLY LINE FITTINGS(SXSXS) UU° IIIIIII SCH.80 NIPPLE =111: CONTROL WIRE .I I=1 11= III=III:1 1 "X1 "X30" GALV. NOTES: —111—III—II-11{-11{ 1�1—III=III=11{-111- -III-III-III III-III-III-III-III=III-III=111 ANGLE IRON 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 2" X 4" RWD, BLOCK -111—III-1 I =1 I I -I 1 I I I 1—III—III—III-I 1= 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. ' i—III—III I I 1=1 11=1 11=1 I I—I 11=1 I I—III—' 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 4. ONE VALVE PER VALVE BOX 6" MIN. SHRUB ROTOR TYP. BRASS REMOTE CONTROL VALVE GATE VALVE OF 14 FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO POP-UP SHRUB HEAD WALK OR CURB WHITE WIRES LARGER THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE 1 1/2" 10" VALVE BOX MARKED W/ 2" QUICK COUPLER VALVE (COMMON) INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2" MINUS. FINISH GRADE LETTERS READING Q.C.BLUE 12" MIN. FROM HARDSCAPE MATERIALS FINISH GRADE a WATERPROOF ALL ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%, .. a WIRE CONNECTIONS „ 1.1 2". .. 1 a a a __-_______-__ __ -a 1=III—III—I 1=III—III = _ AS PER STD. B u INSTALL ALL PVC PIPE WITH LABEL P. d I Q =III=III—III—III—III—III—III—III— _ _ _ _ _ _ I I—I I I—I i 1—I I I—I I I—I i I—I I I—I I F— I I—I 11=1 I I—I I I—I I I i i I—III—III—III—I I i—iii—III—III—I I I—I 1 I- =III=111=1 I I=1 I I=111=III-1 I I-111=111-1 I I-111-1 I I-1 I=1 I I=1 I I=111=III-1 I I=1 I I-1 I I=11 I SNAKE ALL PIPES IN TRENCH. III I Ii III„ III 111 I 11, - 6" MIN PEA GRAVEL �_ _� RED BUNDLE AND TAPE ALL CONTROL WIRES AT 10 O.C. TO PRESSURE ,III, , ,III„ ,I , , ,III, , ,I Ill lot let Ill IEEI I 1 I III- 2 x 4 RWD OR BRICK BLACK MASTER CONTROL , SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE „ I15 =III= BRASS STREET ELL TYP. _ VALVE CHANGES IN DIRECTION. RASS NIPPLE 6" MIN FLOW SENSOR PRESSURE MAIN LARGER THAN 2" SHALL BE P.V.C. CLASS 315 SCH 80 PVC NIPPLE SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. THREADED BOTH ENDS PVC SHC 40 TEE OR ELL DIAMETER SAME SIZE PVC STREET ELLS LATERAL LINE SIZE TO BE NOTED ON PLAN AS FLOW METER SIZE CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. 24" MIN. #4 REBAR, ATTACH CONTRACTOR SHALL PROVIDE 24" OF COVER OVER PIPE NOTE: W/(2) STAINLESS STEEL BANDSMINIMUM DISTANCE DOWNSTREAM SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE O 2 INSTALL 12" SHRUB POP-UP HEAD 1 1 " / 5X DIAMETER OF FLOW METER SIZE 3" AND LARGER. ABOVE F.G. NOTE: MINIMUM DISTANCE UPSTREAM O F.G. - 1 1/2" BELOW WALK OR CURB USE TEFLON TAPE ON ALL THREADED FITTINGS 10X DIAMETER OF FLOW METER SIZE 0 CHECK VALVE FOR LOW HEAD DRAINAGE TRENCHING DETAIL LAA`N/4"6"8" SHRUB POP-UP HEAD QUICK COUPLER FLOW METER 4' MAX WALK OR CURB CLEAN BACK FILL SATURATE AND COMPACT TO 90% 1 1/2 HARDSCAPING FINISH GRADE „ I CONC. WALK 1 1 /2" .. -►I OR CURB A 41 .. 10 NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL LINE W/SLEEVE d d Q — — — --- — — I I I I—I I I—I 11-1 I I—�—�—� —__—_ FINISH GRADE .: d : � • N PRESSURE SUPPLY LINE W/SLEEVE III—III—III—III— -III—III—III—III i I I—III—III—I I B I t i s , � � � � � . � , • � � Ill l oil . I i . I—I HEW I '• . . — : • ; a •III III I—I I M I MI • CONTROL WIRE SLEEVE :.4:•:=••'_''�'�. •'•.' =I I (_ =III= d " ' ' ' ' + 1-- — HI POP SHRUB HEAD PRESSURE REGULATOR IF REQUIRED. SET AS SHOWN' ''''' "'' ` SAND BACK FILL MARLEX STREET ELL ON SITE DRAWING REDUCE PRESSURE ,; :• v'' ' SCH 80 PVC NIPPLE BACKFLOW PREVENT 7.� THREADED BOTH ENDS - - SESE#OBRASS NIPPLE 2" MIN MH MODEL (4 PLACES) 6" O _ BRASS ELBOW BRASS ELBOW 10 MIN PVC LATERAL LINE PVC STREET ELL 11111m fin BRASS UNION NQ=RELIEF PORT BRASS PIPE INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER LATERAL LINE WITH BRASS BALL 1 BRASS BALL LOOSE KEY,, SPEC. PVC- TEE OR ELL VALVE HOSE BIB 18,. VALVE ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE DOUBLE SWING JOINT BRASS PIPE LOCK BOX SLEEVED. 2 EA. PVC STEET ELLS * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIALNOTE: g" �_ I #4 REBAR TRAFFIC WAYS. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY 0 ALL BUBBLERS TO BE INSTALLED NOTE: _ 18" ' " =.r ' • 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 95 — F.G. 1 1/2 BELOW WALK OR CURB F.G. 1 1/2" BELOW HARDSCAPE PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON GROUND LEVEL. PRESSURE CONC. PRESSURE SUPPLY LINE STABILIZER FRONT SUPPLY LINE (INTAKE) (TRUST BLOCK) (DISCHARGE) BACKFLOW ENCLOSURE SLEEVING DETAIL BUBBLER HEAD HI -POP SHRUB HEAD �� 3/4 GRAVEL (SEE NOTE BELOW) BRASS ELBOW 6 .. . � . • ' BRASS UNION • FINISH GRADE: o r. BRASS BALL E°' :• ' ' '' • :.� ,' VALVE MAIN SUPPLY, LATERAL AND WIRING _ _ _ _ _ ..._ MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING -III=III-III-III-III-III-1 11= I ((-I I—III-III—III-I 11=1 RISER ...:. -= = #4 REBAR PLAN — _ '. •LATERAL' `' ' , .. :12 ._'; • '' 4" 18 18" .; . , .5219 �:• �:•-,-i,=:; MAIN OR LATERAL LINE TEE 0 R ELL NOTE: BACKFLOW ENCLOSURE,LE MEUR -.i, ; WIRING -- MAINLINE -. ,. ELEVATION 12 NIPPLE OR EQUAL 24"X60"X36" HIGH HINGED AT ONE END SECURE TO ,.-:;.. :... ,...... - . - 6"X8" FOOTING W/4" J BOLTS END ELEVATION VIEW (EQUIPMENT TO BE CENTERED INSIDE HOUSING) �= t TEE OR ELL MAIN OR LATERAL LINE �• ALL MAINLINE SHALL INSTALL ALL 120 MARLEX STREET ELL(PRIVATE) GENERAL NOTES: BE INSTALLED PER VOLT WIRE IN •i' ' `'' MFG'S SPECIFICATION =' CONDUIT PER LOCAL PVC STREET ELL PUBLIC ( ) 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR CODE PROVIDE A. 20" LOOP OF WIRE" 12 NIPPLE PRIOR TO POURING ENCLOSURE ' SNAKE ALL PLASTIC IN ALL CHANGES OF DIRECTION F • ` PIPE INTO TRENCHES GREATER THAN 30 DEGREES REMOVE PLAN MARLEX STREET ELL(PRIVATE) 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE TAPE AND BUNDLE WIRING AT AS SHOWN TIES AFTER ALL CONNECTIONS 10' O.C. MAXIMUM TO MAINLINE. HAVE BEEN MADE PVCSTREET ELL/PUBLIC ELL(PUBLIC) PLAN VIEW SCHEDULE 40 STREET ELL SCHEDULE 80 PVC RISER BAC-fr'*'*�`IFLOW PR.]L`�VENTER NOTE: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION' a�Aa '. .. T CITY OF FONTANA CONTROL WIRING NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE 80 PVC UNLESS OTHERWISE SPECIFIED -' 2782 USE PVC STREET ELLS W/TEFLON TAPE FOR ALL PUBLIC JOBS �A Z3oZ > e,r, na,� PIPING AND WIRING SWING JOINT � �• n. �, .. `10121 T e c A P IE Landscape Architecture and Planning - 19762 MacArthur Blvd., Ste. 130 Irvine, CA. 92612 Richard Polhamus, License CA -2782 (949) 644-9370 (949) 476-1432 FAX N0. REVISION DWN CHK a� SS/RP DATE 10/12/00 JOB * 00-019 L 9 of 20 U 000 O U 0 00 A�Cd U� w Z ob DWN CHK CB/HD/MM SS/RP DATE 10/12/00 JOB * 00-019 L 9 of 20