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Home My WebLink About3461-5SIT ejCAr►es Landscape Architecture and Planning 3195 B Airport Loop Dr. Costa Mesa, CA. 92626 Richard Polhamus, License CA -#2782 (949) 644-9370 (714) 210-3140 FAX n w Q a u U Uw W� LUH M O CL 0 r--� H U� ^ N O O CHK BOX TO BE PLACED AT RIGHT ANGLE T 10" PLASTIC ROUND L4 of 10 OF 14 HARDSCAPE EDGE w/ VALVE # ETCHED IN LID APPROVED VALVE BO WHITE W/STRIPE WIRES 12"X18" PLASTIC BOX AND COVER WITH FINISH GRADE (COMMON) LOCK TOP GATE VALVE CURL TYPE EXPANSION LOOP (MIN.24" 1° IN LAWN AREAS BLUE WATERPROOF WIRE CONNECTION 2 PLANTER AREAS WATERPROOF ALL 12 "OP. CHRISTY'S I.D TAG A6 NOTED HARDSCAPE WIRE CONNECTIONS (STANDARD) AS PER STD. SECURE TO SOLENOID PIGTAIL 12" MAX. FINISHED GRADE \ 00 oo�L� 1J ) FINISH GRAD b „ RED �3/4" a 6" MIN. FROM HARDSCAPES YELLOW MASTER CONTROL 4 rO VALVE -- y' FLOW SENSOR 12"MAX TOP �� VALVE S ID 12 PVC LINE e4po °o III -I I I=III III -1 = I—III—III—II II—_ III= NON—PRESSURE LATERAL LINE DIAMETER SAME SIZE AS FLOW METER SIZE PIPE a , , ° °O�`d°`o a °° °�0°8�'8 ��° Z_ Z III—I I—I I —I I—I —PRESSURE •�'° ° O ° °aa —I f 11 l I I I I 1-11 i— IB° MIN LINE FITTING N G °� BRICK SUPPORTS l i p// h I I LATERAL LINE UNION CONNECTION THREE REQUIRED �I I II I II I I I =III op PEA GRAVEL g,a�bg e.oe do e e.o (MIN.3 CU. FT.) PVC MALE ADAPTOR BRASS OR COPPER TYP. TWO PLACES PRESSURE SUPPLY LINE MINIMUM DISTANCE DOWNSTREAM PVC LINE PIPE S2HPLACES) LE ADAPTOR NIPPLE & UNION 5X DIAMETER OF FLOW METER SIZE (T P.PVC PVC ELBOWPRESSURE 111=111 III=III CONTROL WIRES i -I i I -I i I 1=1 11= PVC LINE PIPE MAIN ANGLE TO SPECIFIED E PEA GRAVEL (MIN. 2 CU.F77 -III—III — CLEAN BACKFILL I-III=11 11 -III= MINIMUM DISTANCE UPSTREAM 1OX DIAMETER OF FLOW COMMON WIR PVC SUPPLY LINE FITTINGS(SXSXS) DEPTHWITZE -DEGREE ER DRAWINGS. =III=III mall I=1 I I—I i I—I 11= METER SIZE CONTROL WIRE =1—III_I I I=I I I NOTES: I=11 1=IIIAI=111=111 III=III=III=ill=III— -III—III—III III—III—III—III-1 I I—I � 1—III=III 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED NOTES: 1. GATE VALVES 2 1/2" AND LARGER SHALL BE AwwA APPROVED AND '=III-III—II -11 -III III=III=III—III—III- 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF HAVE A 2" SQUARE OPERATING NUT IN LIEU OF BRASS HANOWHEEL III=III=III=III=III—III—III—' =III=1113 FT. APART. AND FLANGE CONNECTIONS IN LIEU OF UNIONS. 2. GATE VALVES 8" AND LARGER SHALL HAVE TRANSIT ADAPTERS. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE Box 4. ONE VALVE PER VALVE BOX 4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE APPROVED bII MIN. - FLOW METER TYP. BRASS REMOTE CONTROL VALVE GATE VALVE FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO WALK OR CURB LARGER THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE POP—UP SHRUB HEADQUICK COUPLER VALVE INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER i 1/1° 10 VALVE BOX MARKED W/ 2 OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2" MINUS. 1/2'1 LETTERS READING Q.C. 12" MIN. FROM HARDSCAPE MATERIALS FINISH GRADE FINISH GRADE < ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%. a INSTALL ALL PVC PIPE WITH LABEL UP. i-- 1° a .� d. a a. —_— 11-1 I I-1 I —1 I I—I I I-1 I I=I I I-1 I I—I 11—I I I-1 I I-1 11—I.I I I I I=1 I I=1 11=III=1 1=1 11=1 11=1 1=1 11=III= I I l ll' I 1=1 1=111=1 1=1 I l l ll ll l 11 I II I II I _III l 11 � I1 � SNAKE ALL PIPES IN TRENCH. I I = =1 1=1 ___ 1=17= 1_=1I 1=_11 ll � 1l 1l 11=1 I II II I II 11=_11 I li 11=_11 [511=_1 I 1___1 11l 1 1 11=1 11=1 11=1 11=1 11=1 I II -III, IIIEIII F111 I. III__III III•=III-II 6" MIN PEA GRAVELi- —i BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE ,III .11 ...II I—i 1 I—I I III- 2 x 4 RWD OR BRICK SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 dEGREE -III= =III= BRASS STREET ELL TYP. CHANGES IN DIRECTION. RASS NIPPLE 6" MIN PRESSURE MAIN LARGER THAN 2" SHALL BE P.V.C. CLASS 315 SCH 80 PVC NIPPLE THREADED BOTH ENDS SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. PVC SHC 40 TEE OR ELL CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN PVC STREET ELLS LATERAL LINE SIZE TO BE NOTED ON PLAN PRESSURE REGULATOR MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. 11/2" WILKENS 600 HR SERIES REDUCE PRESSURE BACKFLOW SET PER P.O.C. DESIGN PRESSURE. PREVENT CONTRACTOR SHALL PROVIDE 24" OF COVER OVER PIPE 24" MIN. #4 REBAR, ATTACH STRAINER #40 MESH MODEL RASS NIPPLE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE W/(2) STAINLESS STEEL BANDS (4 PLACES) 3" AND LARGER. BRASS ELBOW BRASS ELBOW o BRASS UNION NOTE: NOTE: RELIEF PORT BRASS PIPE O USE TEFLON TAPE ON ALL THREADED FITTINGS VALVE BALL LOOSE KEY VALVE BRASS BALL 18 INSTALL 12" SHRUB POP—UP HEAD 1 1/2" OSE 8I8 IN GROUNDCOVER/MULCH, 3/4" TO 1", BRASS PIPE LOCKBOX ABOVE F.G. #4 EBAR O F.G. — 1 1/2" BELOW WALK OR CURB 18" TRENCHING DETAIL LAWN/6" SHRUB POP-UP HEADICK Q COUPLER PRESSURE SUPPLY CONC. STABILIZER PRESSURE FRONT LINE (INTAKE) (TRUST BLOCK) SUPPLY LINE (DISCHARGE) _ - WALK OR CURB CLEAN BACK FILL SATURATE AND COMPACT TO 90% ACKFLOW ENCLOSURE HARDSCAPING 11� „ 3/4" GRAVEL SEE NOTE BELOW ,. ,, :•:� ,._. :.: ,.. �;: • .f NATIVE BACKFILL 2" MINUS FINISH GRADE 4" MAx b" CONC. WALK OR CURB BRASS ELBOW b" '•' NON PRESSURE LATERAL LINE W/SLEEVE Y PRESSURE SUPPLY LINE W/SLEEVE I ,To . a o -- — —� a . a s I=I I=I I—I I—I I M � )_� —1 —_ — _— _— __ _ FINISH GRADE ; ;:..' ; ... .. ; • . I ;• .'. j .. ...•. . _ • , . • . �.. BRASS UNION , .:....._ . . .�.. �.. o - BRASS BALL . • . ��.' ' .... •:. ° VALVE - CONTROL WIRE SLEEVE 111=111-1 11-1 I I= =1 11=1 11-1 11=1 11=1 I I, 111;-111,=1 I__ I=1 I - :� :III -III I—I I I—I I I—� SAND BACK FILL =1 .' — — — HI POP SHRUB HEAD . =. #4 REBAR PLAN MARLEX STREET ELL 12 s" MN SCH 80 PVC NIPPLE 6° THREADED BOTH ENDS —_ —— — — — — — NOTE: BACKFLOW ENCLOSURE,LE MEUR NOTES: IN — OR EQUAL 24"X60"X36" HIGH INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, HINGED AT ONE END SECURE TO END SIZE PER SPEC. PVC LATERAL LINE 6"X8" FOOTING W/ 4" J BOLTS ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE STREET ELL (EQUIPMENT TO BE CENTERED LINE TO BE SLEEVED. INSIDE HOUSING) * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND LATERAL LINE WITH COMMERCIAL TRAFFIC WAYS. PVC TEE OR ELL SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS DOUBLE SWING JOINT REQUESTED BY INSPECTOR 2 EA. PVC STEET ELLS IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE NOTE: GENERAL NOTES: ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON O ALL BUBBLERS TO BE INSTALLED 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR GROUND LEVEL. WITH TRIPLE SWING JOINTS NOTE: PRIOR TO POURING ENCLOSURE INSTALL HI—POP IRR. HEAD 1 1/2 ABOVE F.G. O F.G. — 1 1/2" BELOW WALK OR CURB F.G. 1 1/2" BELOW HARDSCAPE 2. CONTRACTOR SHALL USE 520—C-2500 CONCRETE SLEEVING DETAIL BUBBLER HEAD 12" HT -POP SHRUB HEAD BACKFLOW PREVENTER FINISH GRADE MAIN SUPPLY, _ _ _ _ LATERAL AND _ -111=III=III=I�=III=111=III= WIRING MAIN SUPPLY LATERAL 120 VOLT CONTROL WRING111 111; ;I II=III-III-III-1 RISER — LATER,Q r� .• .t { — — — — MAIN OR LATERAL LINE TEE E OR ELL WIRING MAINLI i, ELEVATION 12" NIPPLE ELEVATION VIEW TEE OR ELL j PROVIDE A 20" LOOP — — — — — MAIN OR LATERAL LINE OF WIRE IN ALL CHANGES OF ALL MAINLINE INSTALL ALL 120 DIRECTION GREATER PVC STREET ELL(PUBLIC) SHALL BE VOLT WIRE IN THAN 30 DEGREES INSTALLED CONDUIT PER LOCAL REMOVE TIES AFTER 12" NIPPLE PER MFG'S CODE ALL CONNETIONS SPECIFICATIONS HAVE BEEN MADE TAPE AND ` SNAKE ALL PLASTIC PIPE PLAN BUN DLE WIRING INTO TRENCHES AS DL AT O.C. SHOWN MARLEX STREET ELL(PRIVATE) MAXIMUM TO PVC STREET ELL(PUBLIC) PLAN VIEW MAINLAINE. SCHEDULE 40 STREET ELL NOTE: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE SCHEDULE 80 PVC RISER IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE SPECIFIED CITY OF FONTANA ��aD D r`v L114 USE PVC STREET ELLS W/TEFLON TAPE FOR ALL 91_ 2782 �Gscy'r LANDSCAPE PLANS PUBLIC JOBS � KNOX AVENUE - WEST A SHOWN DIESK01m or MIM PIPING AND WIRING SWING JOINT &OPROYM 911 CHIMM UP. DWGL NO - or CA`\ 51Q CITY 3461 ENGINEER R.C.E 51152 EXP. WaE SIT ejCAr►es Landscape Architecture and Planning 3195 B Airport Loop Dr. Costa Mesa, CA. 92626 Richard Polhamus, License CA -#2782 (949) 644-9370 (714) 210-3140 FAX n w Q a u U Uw W� LUH M O CL 0 r--� H U� ^ N O O DVM CHK DATE 7/14/03 JOB 03-017 L4 of 10 00 oo�L� 7:1 O� hH�•,� rO Ct DVM CHK DATE 7/14/03 JOB 03-017 L4 of 10 3/9/2004