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HomeMy WebLinkAbout5060-5N / W CJ W # 0000 -' NOTE ALL POWER WIRES, GROUND WIRES , $ 8E Q SEPARATELY SL o AND SWEPT THROUGH of Fontana A ENCLOSED PAD 'moi SCR 40 RIGID CONDUIT a Q @ MOT LOCA' N OF �� SHALL ED ALL SLEEVING, SHALL AE A MlhiMUM OF ISo SEL£1W g� 0 Controller Standard •11-; MN COY EcrSM, C"LMOSCAPE tNSPECrM ANO FINISHED GRADE. ALL SILEEMNC € 6 A GRAPHIC REPRESENTATION s rn CONTPACTOR PRIOR TO My TR9NICHIN6 CP. OF A TYP. INSTALtAPON. Wa e rdrr For Communities Facilities Districts v ""� "'". S(ZE QP CONC. SLAB - * THICK tD o tit/ S AT 12* O.C. TYP ( 0 r # PW4E 1W METIM Marx /2p t c/a VMEK MWIM Q x via arAwrr v, sT oag F+odE CA T��c t��� ����cct��r installed approved stainless Edison PROYCE c roeter box t3 PARKWAY COVESS 0901 WELL ER, P�e enclosure. ON % 'MiWi•t9M AT 6S ION fWCHOLL PER S.C.E. COWMY 6aEQ, , x . , d, 9 .•a CA1Rt7tSG�A? li]QN tE5., M N 4AR Contact Aqua Flow with the following numbers f ar the City of Fontana :o , ARTICLE 250»61 . , rimae :AND CON:.. SEM ARE ON 9vtaMMEIi"J,EaV �pU0 ,w�<. D *del MPS -A16 -10K - ,•;,; �a c� t�9� NEC�� i� Oil�rr{i����> aNi3 COPPER L'x� OiCi iWCha i''£ "i'a�lPi%CtBvt�'t NSUi,.kt�N, r Fontana part # for a, 36,stationcontroller ESB - •- ,A O - .B -VRA #}PROME 20 AMP € zUM FAM 2 POLE BREAM^ r s FOR NEW part150 A Fontana T a 48 station controller I €St k ,�•�^� iF.�f Eht r�C aux � PjP W MODEL NO. S8- 24SS/120V j70/2 + Available through AQUA FLO a 12 cm COMM MR t P Primary CC1ntaCt, s��aw�a r Corey Raden ( craden a uaflo.com q ) k ..:.. MSHEO CE44M Phone 661 2.57.0909 z f • t Fax (661) 257-9500 SWEEPa EUIS GC75�riliif FOR E COOL R o MR E=MA Secondary Contacts. VARA Erin VIEW Renee Erlenbach (rerlenbachaquaflo.com) } Greg Fay (gfay a@aquafloacom) s � s Sharon Fay Allen - President - Aqua -Flo Supply I I ( 805) 967-1938 yN< t f 4 (F jj� V 1AY 4 iY T I N e � I" Ni"AN � TY CITY A � � 1='0 Y APP' �3V�I� EI"S "P AP ROVE Y. 1 CT' OF EC3ITAIV#'$ c� 1 � AP OVEN. �`, l r V NO, 51152 CITE `VC#NESDATE IRRIGATION N�. �� CITY ENGIN DATE IRRIGATION CONTROLLER c E IRRIGATIONCONTROLLER��. �� c€T���GI�rE� _EXR 900W RICARDO SANDOV Exp. 005 RItCADO SAN OVdL . RICARDO S,�ANDOVA►i� * T'rr, Feta COWLREVIEWED 3Y: Taarh,+ RrrtI REVIEWED BY: REVIEWED BY: P `� t , sy 2 0 IAT OF LAST REVISION: CO DATE o=- S REVISION, 1 6����}SNT STD. a, ` , � � Of CAO , AT�t.�Zs ST�. PLAN O, APPROVED VALVE BOX SIZE AS REQUIRED BRASS OR COPPER NIPPLE & UNION PVC MALE ADAPTER TYP. 2 (TWO) PLACES FINISH GRADE WAllL'0 MASTER VALVE VALVE CONNECTORS EXPANSION LOOP 1$' IN TURF AREAS 2 IN SHRUB AREAS NOTES: 1. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 2. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. 3. PIPE UPSTREAM OF VALVE ASSEMBLY ISEQUAL IN DIAMETER TO DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY ADD REDUCE -BUSHING TO BRING PIPING DIAMETER TO VALVE !SIZE 4. MASTER VALVES 4" AND LARGER TO BE PROVIDED WITH FLANGED CONNECTIONS IN LIEU OF UNIONS. V,.C,! 1 41 1, 1V, i III_ / , „ $. % fwI% L//,'.,IIL , Lt l OF FLOW METER SIZE) APPROVED VALVE BOX RAINBIRD ID TAG: NUMBERED TO MATCH DRAWINGS REMOTE CONTROL VALVE APPROVED WATERPROOF PVC SCH. 80 CONNECTORS NIPPLE & UNION. EXPANSION LOOP PVC SC.40 ELBOW PVC MALE ADAPTER „ _I I F1 1 TURF AREAS 12" MAX. 0 13 I M 0 00 �Qo�OA�oQ oOq o °O� 0 0 PVC LATERAL LINE � U°o.4 OLy 4op dip �o o�®a 4 0 ANGLE TO SPECIFIED DEPTH PEA GRAVEL° WITH 45 -DEGREE ELBOWS (MIN. 3 CU. FT.} SIZE PER DRAWINGS BRICK, ONE AT EACH PVC SCH. 80 NIPPLE, CORNER OF VALVE BOX LENGTH AS REQUIRED TYP. TWO PLACES. CONTROL AND COMMON WIRES. TAPE WIRES TO PRESSURE MAIN LINE MAIN LINE PVC SCH. 40 TEE OR j ELBOW j NOTES: 1. INSTALL CONTROL AND VALVES MINIMUM 2APART, 2' FROM STRUCTURES OR HARDSCAPE IN SHRUB AREAS. 2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX, 3. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. 4. PIPE UPSTREAM OF VALVE ASSEMBLY ISEQUAL IN DIAMETER TO DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD REDUCE -BUSHING TO BRING PIPING DIAMETER TO REMOTE CONTROL VALVE SIZE. REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR PIPING SIZE. AUTOMATIC CONTROLLER I O2 MASTER VALVE lO3 FLOW METER 104 REMOTE CONTROL VALVE APPROVED VALVE BO: 1/2- STAINLESS STEEL HOSE CLAMP. 3 REQUIRED FINISH GRADE . } +. 1. ♦ M 1" IN TURF AREAS 2" IN SHRUB AREAS %p u 40 4 aD10 '0000aCa oa a©\ 0a ,eo o°o ,)o ° 0° 0 PEA GRAVEL. O Qp °b o© o° °°°° °Q° BRICK SUPPORTS 2 CUBIC FEET MIN. 4M Nor (THREE REQUIRED) BRASS 90 DEGREE ELL PRESSURE SUPPLY LINE BRASS 90 DEGREE PRESSURE LINE FITTING STREET ELL BRASS 90 DEGREE STREET ELL BRASS OR COPPER NIPPLE LENGTH AS 4 REBAR STAKE 36- LONG REQUIRED GRAVEL"LACE PEA PRIOR TO INSTALLATION OF VALVE BO -A STEP 1 2 1 STEP 2 4 3 6 5 STEP 3 STEP 4 8 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 2. STRIP WIRES APPROX. 3/8" FROM ENDS - TWIST TOGETHER. 3. PUT CRIMP SLEEVE OVER WIRE ENDS - CRIMP AND CUT OFF EXCESS WIRE. 4. APPLY SEALER TO OUTSIDE OF SEALING PLUG -FILL CAVITY WITH SEALER. 5. PULL BASE SOCKET OVER CRIMPED CON- NECTION AS FAR AS POSSIBLE. 6. PUSH SEALING PLUG INTO BASE SOCKET. 7. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION. APPROVED VALVE SOX GATE VALVE 1' IN LAWN AREAS FINISH GRADE 20 PUNTER ARn I 12" MAX. L % " o0o1cC�JOQ 0 d o < 0D)0o°C ° o ° 10 0V p QpQ°04 00o 03 BRICK SUPPORTS THREE REQUIRED PVC MALE ADAPTOR BRASS OR COPPER TYP. TWO PLACES NIPPLE & UNION PRESSURE MAIN LINE PEA GRAVEL ANGLE TO SPECIFIED (MIN. 2 CU.FT) DEPTH WITH 45 -DEGREE ELBOWS, SIZE PER DRAWINGS. NOTES: 1. GATE VALVES 2 1/2- AND LARGER SHALL BE AWWA APPROVED AND HAVE A 2" SQUARE OPERATING NUT IN LIEU OF BRASS HANDWHEEL AND FLANGE CONNECTIONS IN LIEU OF UNIONS. 2. GATE VALVES 8• AND LARGER SHALL HAVE TRANSIT ADAPTERS. 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE APPROVED ,Vsi BALL/GATE NOTE: INSTALL BACKFLOW PREVENTER AS REQ. BY LOCAL CODES AND HEALTH DEPT. VERIFY LOCAL REQS, PROR TO INSTALLATION. REDUCED PRESSURE APPROVED GUARDSHACK BACKFLOW PREVENTER ENCLOSURE (GREEN) BALL VALVE BRASS NIPPLES (2) TOTAL (4" MIN. LENGTH) VERIFY W/ LOCAL BRASS MODES STRAINER W/ 60 MESH BRASS 90 ELL (TYP.) MONEL SCREEN & BRASS PLUG CO) BRASS UNION O (TYP.) i �, THICK K ( CONCRETE PAD ggQ i r- ( FG ( ® 4 4 ®• a O 4 .4 4' 6 O 4 4 I d • �I�II��II 12"X12"X12" CONCRETE FROM P.O.C. THRUST BLOCK PVC MAINLINE USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL TO PVC MALE PIPE THREADS WIR VALVE BOX LABELING NOTE: LABEL "GV" FOR ALL GATE VALVES LABEL "FM" FOR ALL FLOW MASTER VALVES LABEL "QCV" FOR ALL QUICK COUPLING VALVES LABEL "FV" FOR ALL FLUSH VALVES LABEL "MV" FOR ALL MASTER VALVES LABEL "AR" FOR ALL AIR RELIEF VALVES LABEL "VALVE STATION" FOR ALL CONTROLL VALVES -40-12 3 SPECS FOR MATERIAL, LEGEND - USE CARSON VALVE BOXES. I I 907. COMPACTION REQUIRED 1. 10" DIAMETER CIRCULAR VALVE BOX, 4 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. 12 1 14" x 19" RECTANGULAR VALVE BOX. BEDDING AND SHADDING _ 4. 20" x 30" RECTANGULAR VALVE BOX. 3 NOTES 12" A. CENTER VALVE BOX OVER VALVE TO FACILITATE ADJACENT TO PRESSURE SERVICING OF VALVE. 3 B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN �.. II PRESSURE SUPPLY LINE MULCH COVER OR GROUNDCOVER/SHRUB AREAS - 12" SET FLUSH WITH FINISH GRADE IN TURF AREAS. Zk C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND - 3 COVER/SHRUB AREA WHERE POSSIBLE - INSTALL III II NON -PRESSURE LATERAL IN TURF ONLY IF THERE IS NO ADJACENT GROUND -- 12" COVER. 1 D. SET VALVE BOXES PARALLEL TO ONE ANOTHER LATERAL UNE AND PERPENDICULAR TO EDGE. 0 E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE PLAN VIEW 2 BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE. NOTE: 0, BOX SAMATANI r VALVE INSTALLATION � * '� I M"M %11 - ���i:iitiii HARDSCAPING(SEE NOTE 4) 44 4 � i i �� ®•a##® a# @# 44 1 III ~III II III III - I =III z _ III III. II 1I�� - CLEAN BACKFILL -- SEE _ SPECS FOR MATERIAL, I I I 907. COMPACTION REQUIRED •i i � I I I I PROVIDE 6" MIN. OF SAND =111 ................. BEDDING AND SHADDING _ � CONTROL WIRE SLEEVE - -I I I ............ I SIZE PER PIAN INSTALL j ADJACENT TO PRESSURE ........... III- SUPPLY LINE I III ".-.•.�.•. .-.�.�.-.�. IIIIIII �.. II PRESSURE SUPPLY LINE - SLEEVE - SIZE TWICE . _. I DIAMETEROF PRESSURE fI� I SUPPLY LINE III _III III III II NON -PRESSURE LATERAL I - LINE SLEEVE - SIZE TWICE o DIAMETER OF NON -PRESSURE Z LATERAL UNE NOTES: 0 1. ALL SLEEVES TO BE SCH 40 PVC. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STANDARDS. (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW HARDSCAPE SURFACE. i 0, BOX SAMATANI r VALVE INSTALLATION � * '� I M"M %11 - ���i:iitiii " ' � i i �� i ►.i I ! i' in es per yc e i�■llrl r i • ! s •i i � r •i'• • •i � , m i'i i • , Tj i s • i' • i '� , o � Z 0 a r i i i ! s i i'.� •i'• 'r :i • i i ' � • • � . i. i � •'irr t;i i J � r • �i i •_ •i�r_ i I�ili i /� . . 1 • C i L i • • ,\iJ A i • i i r • r � �°���Il-���ill ' ''�ii��i���i��i'' • +► li�nr�■It��.�� i 'i tl j ii •i'r ,' • j+ �• • � i i • r� i 11 •i++ _ J,i • i r • • i • � • � i i � "i'r i •i [R-RIGArl"ION CALCULATIONS & SCHEDULES -- AS REQUIRED so -�-6" MIN. 12" MIN 7T �� / NON PRESSURE LATERAL LINE CLEAN BACKFILL _ ..fie.. '. < $ ~ � a• CONTROL WIREV" ""' MIN, 2" OF CLEAN EARTH PRESSURE SUPPLY LINE NOTES: 1. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND SHALL BE INSTALLED ABOVE AND BELOW PIPING. 2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3" AND LARGER. 3. WHEN USING RECLAIMED WATER , MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. WHERE LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM 5' EACH SIDE OF RECLAIMED WATER LINE " ! ■Minutes w in es per yc e i�■llrl i • �i * f w� ; •♦ R � , m z Q s a, 1i -• , o � Z 0 a r i i i • i r • 6M • • a • •�i i : ,i ,ir , �� � r • �i i •_ •i�r_ i � i i � •'i•, . i . J i • i i # • i • i i r • r • i 'i tl j ii •i'r ,' • j+ �• • � i i • r� • i f • i r • • [R-RIGArl"ION CALCULATIONS & SCHEDULES -- AS REQUIRED so -�-6" MIN. 12" MIN 7T �� / NON PRESSURE LATERAL LINE CLEAN BACKFILL _ ..fie.. '. < $ ~ � a• CONTROL WIREV" ""' MIN, 2" OF CLEAN EARTH PRESSURE SUPPLY LINE NOTES: 1. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND SHALL BE INSTALLED ABOVE AND BELOW PIPING. 2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3" AND LARGER. 3. WHEN USING RECLAIMED WATER , MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. WHERE LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM 5' EACH SIDE OF RECLAIMED WATER LINE Established i rri ation Schedule " ! ■Minutes w in es per yc e i�■llrl . � ws � •♦ R � , m z Q s a, 1i -• , o � Z 0 a - � a 6M �� • a a U • • Established i rri ation Schedule NOTE:'Annual EWU usina ABI 881 Formula: 585,869 FOR THE ESTABLISHMENT PER10D. THE CONTRACTOR IS TO SELECT THE APPROPRIATE R • PERIOD • ! THE ANNUAL SCHEDULEPROVIDED S 1 T1! 5, C A 9P' r. Landscape Architecture and Planning 3190 B2 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA -#2782 (949) -9370 (714) 210-3140 FAX " ! ■Minutes w per Cycle i�■llrl . � ws � •♦ R � , m z Q s a, 1i -• , o � Z 0 a - � a 6M �� • a a U • • NOTE:'Annual EWU usina ABI 881 Formula: 585,869 FOR THE ESTABLISHMENT PER10D. THE CONTRACTOR IS TO SELECT THE APPROPRIATE R • PERIOD • ! THE ANNUAL SCHEDULEPROVIDED S 1 T1! 5, C A 9P' r. Landscape Architecture and Planning 3190 B2 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA -#2782 (949) -9370 (714) 210-3140 FAX VpAOSCAp pot/ 1.4 G 2782 F CAl- w a i�■llrl . � ws � •♦ Q � � z Q s a, 1i -• o � Z 0 VpAOSCAp pot/ 1.4 G 2782 F CAl- w a •♦ Q � � z Q �3 o � Z 0 a - � a 6M �� • a a U VpAOSCAp pot/ 1.4 G 2782 F CAl- w a Q � � z Q �3 o � Z 0 a � 6M �� a a U VpAOSCAp pot/ 1.4 G 2782 F CAl-