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Home My WebLink About3303-17NO. REVISION =4ww II 9/3/43 Mle BOX TO BE PLACED 14T R1404T ANGLE TO HARDSCAPE EDGE w/ VALVE 0 ETCHED IN LID con 12"XIS" PLASTIC BOX AND COVER WITH S�"'I'RL rz ROTOR Li TOP CURL T*i EXPANSION LOOP (MIN24") 1. w WATERPROOF WIRE CONNECTION 12" MIN 1�1/C R I SER HARDSCAPE AS NOTED VALVE BOX W/ LOCK �o w Uj o CHRISTY'S ID TAG (STANDARD) Z FINISHED GRADEif CL r IN I eH CXR�DE SECURE TO SOLENOID PIGTAIL FINISH GRADE GATE VALVE —III 11=1�—III—I I i—� I FIN15H GRADE 3/4" 4 Q I I i—III—I I i—III'- I I -I I -1 I I --I 11=1 11=l 1 1=1 -1 1-I � 1-I I I -I I I -I I E c 61, MIN. FROM H...RDSCAPES =1 I I -I I -I 11=1 I E] I E 11=1 I I -I 11=1 I I -I 11=111 �`I I I -I 11 -11 I -I 1 I 1 1 III -I a �I 1- LI I-11 =l L� �L -II1I111=1 I - 1= 1=1 1=�I 1=1 II PVC MALE ADAPTOR `- I—` STEEL i=l�NC1-4 LCC< X 11-11 :I I IIJ� 1.. 'MAX. TOP 1 I III;.111,7-11 I_I I I— ., 1� 1=148TENER C Z REQ'D , S6,16i a OF VALV81 1—I I Ll I I -PVC LINE PIPE — -1 CU. FT. PEA GRAVEL I1=111. II- III -1 _ NON -PRESSURE LATERAL LINE I: -III -III �I V .1 �_ NON-PRsSSURE - 4� I I I I-1 I FEI I -I� I -I 1$ MIN LINE FITTING i !III 1=11_1- 11-1 I 11=1 11=I 11- LATERAL LINE -III-III III UNION CONNECTION -�' I_ MAINLINE _ = i_I I I --I I II=_- LI�4TER,�L L{l�l� UJIT� i�VC �ob a .,� .,� �.� � oma,.. -r- PSA GRAVEL �'"�e'°"'� � od (MIN.3 CU. FT.) I_III_I I 1=1 1- PRESSURE SUPPLY LINE TEE OR ELL PVC LINE PIPE PVC ELBOW (F��PLACES) ADAPTOR III -III- III 111: CONTROL WIRES i�YC STREET ELL PVC LINE PIPE `°0 °`Qa0 °%, o _ I=III II II-III- a -I I1=11I _ _: CLEAN BACKFILL 1-I I I=11 I I -III- 5CH.450 NIPPLE COMMON WIRE -/ PVC SUPPLY LINE FITTING6(5XSX5) =111=III III -III CONTROL WIRD 1- I I I I I -I I -I I 1-I I- -III-III-III 111-III-III-111-111-111_11=1�1 /� �L I ROu NOTES: I. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 2" X 4" R W D. BLOCK I � 1-1 � i --I I -III -I WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. I FT. APART. ' 1—III—III I I I—I 11=1 11=1 11=1 11=1 11=1 I I-' 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. A. ONE VALVE PER VALVE BOX ro" MIN, SHRUB ROTOR TYP. BRASS REMOTE CONTROL VALVE GATE VALVE uF 14 FINE GRANULAR MATERIAL WILL 5E PLACED ON ALL LINES, NO WALK OR CURB WHITE WIRES LARGER THAN 1/2" IN SIZE, THIS WILL 5E PERMITTED IN THE POP-UP SHRU5 HEAD G2UICK COUPLER VALVE Itd" VALVE HOx MARiGED W/ 2" (COMMON) INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER 11/21, 1 I/?" LETTERS READING Q.C. BLU$ OF TRENCH CAN 5E FILLED WITH RO= SCREENED 2" MINUS. '„ 1� MIN. FROM HARDSGAPE MATERIALS FINISH GR.LDE FINISH GRADE ° WATERPROOF ALL ALL 5ACK FILL IS TO BE SATURATED AND COMPACTED TO Si ° WIRE CONNECT I ONS II fill_ _ = I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 I ISI 11=1 11=1 11=1 1=1I 1=1 I I- AS PER STD. INSTALL ALL PVC PIPE WITH LABEL UP. 1 o ° o °. a 11=1 I—I I—III—I I—I I—III—III—I 11=1 11=1 11=1 11=1 I I I 1=1 11=1 1=1 11=1 1=1 11=1 11=1 11=1 l 1=1 11= \ I— ° =III-III-ITI=1 I -I I-T►=III=1 1=1 1=1 1=1 1=►II-I 1=1 11=1 I I =1 ►=1► I--1TI=1 I-ITI=ITI-I 1=� ) 1 5NA1G8 ALL PIPES IN TRENCH. 1 1 1-1 I I-1 I I-1 I I III=1 I III -1 11-1 I L I I ISI I I I I -1 I IEI I IEI 11 I 11_-I 11=1 I I -III -I i I -III -I I I -III -I11- (0" MIN PEA GRAVEL �= I T RED 5UNDLE AND TAPE ALL CONTROL WIRES AT 10' O.G. TO PRESSURE I-1 I i—I I I = 2 h 4 RWD OR BRICK BLii �--�- MASTER CONTROL SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL SO dEGREE -11 I- .I I E BRASS STREET ELL TYP. CHANGES IN DIRECTION. RA55 NIPPLE MIN —� SCH 50 PvC NIPPLE -�- FLOW SENSOR PRESSURE MAIN LARGER THAN 2" SHALL 5E P.V.G. CLASS 315 THREADED 80TH ENDS DIAMETER SAME SIZE SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40, PVC SHC 40 TEE OR ELL 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 Li STAINLESS STEEL BANDS MINIMUM DI TANGE DOWNSTREAM SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 5X DIAMETER OF FLOW METER SIZE 3" AND LARGER. Ni MINIMUM D I STANCE UPSTREAM NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS 10X DIAMETER OP FLOW 0 INST44L 1211 BHRL 5 1�0�—L��' -1Et4D 1 1/211 METER 51ZE 0150 VE F.I 0 1=.Cx. — 1 1/2 5ELOLJ W 4L< OR CLAS TRENCHING ETAIL LAWN/4"6"8" SHRUB POP-UP HEAD QUICK COUPLER FLOW METER WALK OR CURB CLEAN BACK FILL SATURATE AND COMPACT TO w1% HARDSCAPING FINISH GRADE it GONG. WALK OR�iURB 1 I/ NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL LINE W/SLEEVE PRESSURE SUPPLY LINE W/SLEEVE I 1 a °. ° ° ° I I I=I I I I I I I—� I I—� �_� — FINISH GRADE •.. a •• -I -I -I — ---_ •_ CONTROL WIRE SLEEVE -- I I I_I I I-1 I I,-1 I I_ _III -III ,-1 I ��i I I,-1 I ISI I I -III ,-1 I .• _ 1-11 'III I I i I -III -I i I -I .::. ,.,:.,:...: SAND SAGO FILL I—I I I I—I _ ,„ III— —I I—I !— I-II POP SHRUB HEAD PRESSURE REGULATOR IP -III- —III — MARLEX STREET ELL I REQUIRED. SET AS SHOWN REDUCE PRESSURE ON SITE DRAWING 2 ' MIN SCH 60 PVC NIPPLE BAGKFL.OW PREVENT 6" THREADED BOTH ENDS - STRAINER 14m BRASS NIPPLE MIN MESH MODEL (4 PLACES) INSTALL CONTROL WIRE 6LGEvE ADJACENT TO THE PRE.66URE SUPPLY LINE, SIZES PSR SPEC PVC LATERAL LINE -- PVC STREET ELL BRASS ELBO BRASS ELBOW o BRA UNION ALL SLARYS6 TO BE SCI-!. 4D PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE � �'� PIPE RELIEF PORT SLEEVED. LATERAL LINE WITH BRA"BRAS BALL BALILoO� K \ 16"VAII 8 * INCREASE THIS DISTANCE TO 36WHEN SLEGVING CINDER ROADWAYS AND COMMERCIAL PVC TEE OR ELL HOSE el ML�l TRAFFIC WAYS, SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY DOUBLE SWING! JOINT°` PI LOCK SOX INSPECTOR 2 EA. PVC STEET ELLS a 'i IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND NOTE :- 94 RIB PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON GROUND LEVEL. 0 ,4LL 5L�88LERS TO 5E INST44LLED 18" WITH TRIi=LE SLJINO JOINTS NOTE: INSTALL HI -POP IRR, HEAD 1 1/2" ABOVE F.G.iT�� i'iY".nT.:, ~.?d?r<' P1B!gilCyti�..i',. a::;i=.,'.':SM.Y �1=.•.S'sZ'w.S�.Y�7�J:f, :; -<` K'K%bV!^kK�e 0 �.�. - 1 1/211 5ELOLJ LJ44L< OR CURS F.G. 1 1/2" BELOW HARDSCAPE PRS61b Na SUPPLY LINE SUPP�LYRLINE TRUST 51 rrr ®� I SUPPLY ( INTAKE) (DISCHARGE) BACKFLOW ENCLOSURE 3/4" GRAVEL (5EE NOTE BELOW) SLEEVING DETAIL BUBBLER HEAD HI -POP SHRUB HEAD 6„ BRASS ELBOW ' :•'� ' .,`. ,4 • 15RAS°.r UNION FINISH GRADE BUILDING EDGE BRA" BALL * •...'•'..' ; y;- : , VALVE MAIN PPLY, LATERAL MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING II I_EA � I � :1 I 1 , � I � 1 1 I El 1 1-1 R I SER IZ � � L• i�j� I 1 " �-y � �4 REBAR b218 LAT!♦gAi. lo• „ �. w , ' MAIN OR LATERAL LINE — TEE OR ELL SHRUB SPRAY HEAD r UR NOTE. OR Q� 24'X&O"X36"AHIGH WIRING ELEVATION 12" NIPPLE H{NGED AT ONE END SECURE TO SCH 50 PI NIPPLE III FOOTING W/4" J BOLTS ELEVATION VIEW THREADED BOTH ENDS (EQUIPMENT TO SE CENTERED INSIDE HOUSING) L TEE OR ELL MAIN OR LATERAL LINE FINI5H GRADE y a.LI* N P40„�TWI� irf�'MIOATIONi IT I-�IQ LOCAL MARLEX STREET ELL(PRIVATE) PVC STREET ELL(PUSLfG) _ —_—I I = I f J I `—III— GENERAL NOTES: 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQWUEST INSPECTOR rROV1Df A 21O” Loon a wN@� ' eNAKi ALL t•I.raTtc :�T�`"T am °o '��la��rson eiewWO + 711111AIIII 711116 APi A" 1ON� �� 1� NIPPLE PLAN lil it —I lil — lil - I I PVC EITREET ELL Z PRIOR TO POURING ENCLOSURE r � ., 2. CONTRACTOR 5H P„�Q?, CONCRETE.' � TAA ANO DIAIOLt WORN* AT Io' Oa. rwawru"1 To MA&W. i MARLEX STREET ELLjj r'' PLAN VIEW MARLEX STREET ELL(PRIVATE) PVC STREET ELLCPUSLIC) P`/C, LAT. LINE �+ �+ SCHEDULE 40 STREET ELL?.'" •-` � Ni N� HETI E T�WJIN(:1i4 AS T 120 �RRICA ONOR R WIRE SCHEDULE 60 PvG RISER L " ; +► - CONTROL WIRING p� /� �A CITY OF F O N T A 1� NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE NOTE: FIXED RAISERS ALLOWED ONLY AGAINST BUILDINGS 50 PVC UNi OTHERWISE SPECIFIED WALLS, PO -I ETC. USE PVC STREET ELLS W/TEFLON TAPE FOR ALL BACLOW DRAWIIEV: SCALE: PUBLIC J08S PREVENNTER DATE: DESIGNP.DEV: PIPING AND WIRING SWING JOINT SHRUB SPRAY HEAD C DBY: APPROVED EV: z DWWG.N°.: I� DA70400, OW ENGINEER R.C.B. 25.126 EXP. DATE MIN ✓ �OO NO. REVISION =4ww II 9/3/43 Mle DVM I CHK DATE JOB'* 9903 3 i� Of 20 con wa 1. w U w �o w Uj o Z U CL 41 � �l O F Q � w c I—` r� Q Z�•-I V .1 DVM I CHK DATE JOB'* 9903 3 i� Of 20 1. . 41 � O O c I—` z O Z�•-I V .1 DVM I CHK DATE JOB'* 9903 3 i� Of 20