Loading...
HomeMy WebLinkAbout4737-10e t FMMHED GRADE CLEAN BACK FILL SATURATE AND COMPACT TO 90% s" HARDSCAPING 6• MM FROM HARDSCAPES URPLE CAP ALK OR CURB TWO (2) CONDUCTOR SHIELDED CABLE a JUMBO PLASTIC VALVE BOX CONNECTION TO TRANSMITTER WITH 2'-6m EXTENSIONS AND 1 IN TURF AREAS - r �— NON PRESSURE LATERAL LME FINISH GRADE LOCKING COVER, AMETEK OR 2" IN SHRUB AREAS �—� ( NATIVE BACKFILL r MMus I ! _ APPROVED EQUAL I X = 1- ! !A LATERAL LINE a NON PRESSURE LATERAL LINE Wl SLEEVE ( ' ' I i i PRESSURE wxlE SLEEVE wi SLEEVE r y I i CONTROL WIRES 'k --�-"- FINISH GRADE --�_ — 1-1 _ BLACK RED � _ SAND BACK FILL EXTENSION tO i I 11 -- CLEAN BACKFILL WATERPROOF - - ? CONNECTIONS I_ �I i- PVC LATERAL LINE _ =� i. RED BLACK JUMBO BOX N 1i-1 i=iRL= LL-� sw 10x PIPE DIA. 22" 10" Sx PIPE DIA. MI NOTES: MIN MARLEX STREET ELL FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO Im amuopmor:=� SWILL K SCH 80 PVC NIPPLE NOTES: THREADED BOTH ENDS MAINLINE F W d. INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE LARGER THAN I"INCH IN SIZE. THIS WILL BE PERMITTED IN THE SEPAM r SLlEM AlpINI IAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE THE A SCM 'T J, 4` SUPPLY LINE, SIZE PER SPEC. REMAINDER OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" pip CI�IOE gEEY S A GrDiPr<�C EXTENSION ALL s+EEMpG SINLL 6E A �IiMiitii/ Or ta' 6E1 ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF Y . � 4t' ✓ MINUS. DATA INDUSTRIAL THE LINE TO BE SLEEVED. AEAaaN A n* 200 SERIES, FLOW INCREASE THE DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90•/. AND COMMERCIAL TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. INSTALL ALL PVC PIPE WITH LABEL UP. irrS�En SENSOR SLEEVES SHALL BE EXTENED BEYOND HARDSCAPE TO POINTS AS SNAKE ALL PIPE IN TRENCH. WAWk FER '�� BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE REQUESTED BY INSPECTOR. SWEIIS 4 t 5 NOTE. IF PVC CAP WITHOUT GLUE SLEEVES ARE TO BE USED AT A LATER SUPPLY UNE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE DATE, CONTRACTOR SHALL TAPE ENDS AND PROVIDE A VERTICAL CHANGES IN DIRECTION. O ALL BUBBLERS TO BE INSTALLED TRIPLE SWING JOINTS PEA GRAVEL DRAIN SUMP MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 sur DF cow- SLAB w d Tmm 30" MIN. DIAMETER x 6" MIN. DEEP SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. Ij//4 WWRS AT t2' ac IMP O F.G. - 1-1/2" BELOW WALK OR CURB CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE d' X t2' DN. SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND r 01 OaL LARGER. IFPtI� �. T NTS SLEEVING AND TRENCHING DETAIL NTS TV MX fo" mWh ` 1 BUBBLER ON RISER NTS B FLOW SENSOR DETAIL C =� ; x or imW PVC MAINLINE TO GATE VALVE PLASTIC "JUMBO"VALVE BOX WITH LOCKING COVER PURPLE IN COLOR POLE 20 AW 50 A BMW � Exnbl � ROUND PLASTIC VALVE BOX WITH 10" ROUND PLASTIC VALVE BOX WITH "O.C." 1n6?'I N 5HRUB5 N TURF FINISH GRADE. gN / LOCKING COVER BY AMETEK OR EMBOSSED INTO LID (2 MIN. HIGH). HAYWARD #72 BASKET STRAINER 0,lli� tCur Fall GWWPNW APPROVED EQUAL PURPLE IN COLOR PURPLE IN COLOR SEE PLAN FOR SIZE ���aaa � LpsaluAllap FINISH GRADE. PVC MAINLINE _ GUICK COUPLER b_ z Fye, p�bE 2 Ex1R1 /' CapOurs Fz FROM GATE VALVE 0 CRUSHED ROCK BRASS NIPPLE. LENGTH = AS REQ. PVC MAINLINE ADAPTOR e GATE VALVE, LINE SIZE. • FE BRASS TXT ELL = VALVE BOX EXTENSION, LENGTH 3" PVC SCH. 80 NIPPLE. ' " 3/4"0 CRUSHED ROCK; ao — > , AS REQUIRED." �r r� ����� �v� �' C 1/16 �, PVC SCH. 80 TXT ELL. ,a � 2 CUBIC FOOT MIN. aaloulp Faa ELEc�aIL PVC MALE ADAPTOR (SCH-80). -. _ PVC SCH. 80 NIPPLE. LENGTH AS PVC MAINLINE (21" OR SMALLER). REQ. 2"x 4" BRICK SUPPORT =1 1- __ PVC SCH. 80 TXT ELL. x;r-' 3" PVC SCH. 80 NIPPLE. r ^ '' ` `NOTE: PVC SCH. 80 SxSxT TEE. �- r, ? s 150LATE THE BASKET STRAINER WITH v }"0 PEA GRAVEL; 1 CUBIC FOOT s MAINLINE. - z < GATE VALVES ON EITHER 510E. THE GATE EXACT LocAaaN Or COp►RgtLER srNu eE ACIiEED " VALVE5 SHALL BE 12" MAX. VALVE BOX TO Apr nIEpC►wc Leop ar Em* CITY L#vSC ff IISPww Alp OW 24 MIN. $4 REBAR, ATTACH j, �,- ���► PI6dt ro 0R W/ (2) STAINLESS STEEL BANDS ' VALVE BOX FROM STRAINER. 2"x 4" BRICK SUPPORT O L *" � 5W/2P W* C/a OM WADI 04 M*m MOVE PAWLSOW 011W OWAI D W arks F roE ON s Wk L "MM CAWOT ISE OrUlm NTS NTs BASKET STRAINER NTS ° 1O1,E AT FU ICE WrO. GATE VALVE F QUICK COUPLER BWWYASKET �n*NEa PIN ICE CO. E POW ro 1 r--REMICE PRESSURE C&OW AND MVWW 9M ARE _ F RECKIMED. SET AS RASE NILE •�"� 11"^ TM �Rf"V "11'� (4 PLACES) NOTES: DRAWING. x -INSTALL ALL WIRE PER Man BRASS RBOW LOCAL CODE. ID TAGS NUMBERED TO A Ibs-Al6-felt MESH MODEL -PROVIDE EXPANSION COILS MATCH PLANS uNOH 1O SEE SPECIMEN PALM PLANTING DETAIL AT EACH WIRE CONNECTION MAU AMTEK PLASTIC ppP /�C�1 pLApn* DI s�eAss PIPE SHEET 10 FOR TYP. INSTALLATION d NOTES. IN VALVE BOX (1 O WRAPS VALVE BOX WITH -91M 4 t 5 1 AROUND A J" 0 PIPE). LIEF BALL Q PALM ROOTBALL, CROWN SHALL BE 4" NUMBER I.D.PURPLE IN COLOR LOOM VALVE ABOVE FIN. GRD. SHAVE TO GRD. AS -EMBOSS VALVE BOX LID WITH *U FACES BALL- HosE sst %( VALVE NUMBER, MIN. 2" HIGH I� STREET BRASS \ oac em REQUIRED. 2 -ALL VALVE BOXES SHALL BE VALVE sNUss PIPE O3 4" DIA. THREADED TAN COLOR P.V.C. CAP W/3-3/8" 3 LOCATED IN THE GROUNDCOVER FINISH GRADE S>� BOrr RESAR HOLES DRILLED FOR AERATION. AREAS ADJACENT TO CURB. ss «— 4 REMOTE CONTROL VALVE � �-- �� ®FINISH GRADE PURPLE IN COLOR �bOEL � �-�✓t20y SrnWK I FooTSK; :> o O5 4" DIA. P.V.C. VERT DRAIN LINE WITH RECLAIMED WATER MALE ADAPTOR 2" CLR. OF FINISH GRADE \'� ^�"' CONC sT"'R sTA°"�URE `y (1 LOC. AS SHOWN.) Z PVC SCH 80 UNION SUMLY Lm (rHMM BLOCK) trtrRuaTRLocKi INT I PVC SCH. 80 NIPPLE (TYP). I —I FRONT VIEW =1 I I I I I=1 I s © C MIN. COVER CONT. BACKFILL ORAo WASHED o CONCRETE SAND AROUND PERFORATED DRAINLINE N .Ts SACKFLOINENCLOSURE I I=I � PVC SCH. 80 SxT ELL. , R NATE SELowI =1 I I _ 6 7 4" DIA. PERFORATED P.V.C. DRAINLINE 0 PEA GRAVEL; •• • • • - _ = O W/CONT. FILTER FABRIC WRAP. 1 CUBIC FOOT MIN. • REmRD p�ItJ�'! I•GRAVEL \h J` � I I—I I _ I I — = j 7 O UNDISTURBED S B -GRD. OR PROPERLY PVC PIPE —I — _ _ ID/!/� 'k— _ ELBOW ' i (— _ =1 Irl = _� _ z PVC SLIP FITTING so ! 9V �ypFESSI[�yq •.' • ' ` �� y'�—I 4" DIA. P.V.C. DRAINLINE TIE INTO ADJACENT ;�A��! � �A�� ��V�� �V�//��/ /% CONTROL WIRE EUS FUR Cdrlpr�tER ORES���� CgS�A��F.y�� y O O 8'RAss UMON g DRAINLINE PER CONST. PLAN � CML ENG. PLAN. COMMON WIRE .. BALL PLAN (COORD. AS REQ'D)L 1 IbS-A/6-tat - ' . .. _ SECTION CONTROL WIRE =' 20 VALVE N.T.S. N.T.S. TO PVC MAINLINE 078044 SPRINKLERS s+ CIV\\- ���P •; PLAN .- RE6AR TgTFOFCA�\ti�'�,,' 12" Km 12 NOTES: .0 "°'� END a„D1e1�„,�LE�,„a„EG„,L2CN -X33 ,- ,o, SK4%Ll .� ,M„ SEE ELETRICAL PLAN SHEET E2 FOR SERVICE CONECTION. �,�AT�..00SWU Ero.-X-.�..0-, ovec"m.wO.To FOO,w.,�„0M NTS DOLTS. COLOR TO ME DAM GREEN. L CONTRACTOR SHALL LEE 2261C,1NO NTS (EQUPMEMf TO EE UNDE.a"Ew) UD ELECTRICAL:.SERVICE & K FLOW PREVENTER NTS PALM TREE DRAINAGE AND AERATION NTS J REMOTE CONTROL VALVE NTS IRRIGATION CONTROLLER SERVICE CABINET H BAC i _04DSCgp� CITY OFFONTANA _ SECTION 4216/4217 OF THE GOVERNMENT FOOTHILL BLVD ���0�at J 346 q�� IRRIGATION DETAILS �� 4�FILENo r CODE REQUIRES A DIG ALERT IDENTIFICATION MEDIAN h �o O NUMBER BE ISSUED BEFORE A PERMIT TO LANDSCAPE TANA DRAWN BY: FOOTHILL BOULEVARD SCALE: CITY OF FON LU n D.L. N.T.S EXCAVATE WILL BE VALID FROM CITRUS AVE. W. ~ FROM CITRUS AVENUE ISI FOR YOUR DIG ALERT I.D. NUMBER CALL CALIFORNIA, 92335 P"_DESK.J.M TO OLEANDER AVENUE DATE"22-08 UNDERGROUND SERVICE ALERTTO OLEANDER AVE. ��, ���� CHECKED BY: A N6 ,o TOLL FREE 1-800-227-2600 F Or CAL%FO {1 10 0 TWO WORKING DAYS BEFORE YOU DIG REV REVISION DESCRIPTION DATE CRY DATE ;Ica G 1 T`f 13 Nd 1N c£ R RC£'51152 moi"%�7 15