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HomeMy WebLinkAbout4315-18224' -� PRESSURE EGASSORIF SLEGEND AND NOTES: REQUIRED. SETAS SHOWN REDUCE �S�� ON SITE ORAWINC BACKFLOW MEVENTER EXACTLD1:1MMMON CI YLANDCON7TKILEq SHALL TI AGUPON REEDPLIE CONTR CTOR PRIORTLARY' TREEIN9PFCTOR AND N01E JMESH ODEL B PLACE )Eff CONTRACTOR PRIOR TREN(YIMG OR ALLPOII'ER WIF�!1,GROUNDWNES ETC. 51441 SE MESH MODEL (4 PLACES) WIRE PLACEMENT SEPARATPIY SLEEVED ANO SWEPT THROUGH HQ BRASS ELBOW ENCLOSED PAD WITH SCH 40 RIOD CONOUR � BRASS ELBOW 3r ALL SLEEVING SHALL BE A MINIMUM OF 1G• BELOW t:.}- DIAMETER STEEL. POST CAP SECURE BRASS 1A110N FRAMED GRADE ALL SLEEVING IS A GRAPHIC REPRESENTATION i0 PIPE. OF A TYP. INSTALLATION, _ IEF PORT BRASS PIPE SCALITER IRRIGATION ENGINEERING INC �I�IPPING BUCKET BRACKETBRA4& BAII LODGE KEY BRASS BALL xMOFSOUP1W`w=4OWx M•DxxH VALVE VALVE ARKMIXIM HOSIER PUMK+•IRR&MON DCSICII-WAIfA MMIAOA'MOD AM 6)rr DIA FLExaL£ ALL YIEATHER - BRA39 PIPE LOCK BOX 902 AARON DRIVE cETERAr_wrE>r �" ala cESN?SAT 1r CTYx24axB•THxx "ELECTRICAL OONDLKr, CONNECT ..- •,.. ' REDLANDS, CALIFORNIA 92374 1wwREeucsnnrtLc.Trr meox. —------- _- (909 794--5811 FAX (909) 794-5873 PRwcE,rAA MEreTAND ewnP Nun ae M11ERE raaT¢D 12' ON DRAvIyw39 i 4 -pER MANUBFACTURER9 RECOMMENDATIONS. to .G•� "' •"—" .'�•,S. �REBAR PROVIDE PANHBO ARD V**M INDICATED ON ORAFFIIIOS. - 5�. " DIA GALVANIZED STEEL PIPE POSi'. ' PRpyIOE TRRKi{TAx1 CONiROILEIFCNKlT1Y„ERE NDxATED WDA.AtrD- �".� I� 'hII t. tFOOTINCVFOUNDATION ION DRAWINGS. BDTTOME7S CAtO1MD1t8L - �P..-L UNAUTHORIZED CHANGES AND USES IYITk PN2xWAY O%IYFA, - IT S THER PROOF ELECTRICAL'XBOX TERMRATEAT FXftY1a„ NN 11!. PER S.C.E. COWANY NEI FLL WRH PFA GRAVEL LL V DIA HOLE THROUGH PIPE CAUTION: SGILTTER IRRIGATION ENGINEERING, INC. W4.L NOT BE w VERIFY EK LOGNTIONAND TERMIIATIONREG. WITH &G.E.CO. ` - AND MOUNT BOX TO PPE. PFOESSURF cONc.STABRIZER PREssu RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED INCA CHANGES TO >'r SUPPLY LINE UST BLOCK) FRONT SUPPLY UNE(INTAKE) (TR (DISCHARGE) OR USC OF THE IRRIGATION PLANS. ALL CHANGES TO THE S TOT",gLOPETOPOFEDDYINGAWAY CATION PLANS MUST RE IN WRITING AND MUST BE APPROVED BY mREH ANI)COrANDCOnIJCTORB�HTYPE TEDwNo 01MULAtCcorglBr rrP. w-mxwDRNLwoalAo SCALfETt IRRIGATION ENGINEERING. INC. AIR1 COPPER[%1N]UCIORB VATH TYPETiMNOLNYOf N3LMTKAO. FRONTVIEW { OF 190 N�NTS - 2MASH SURFACE BACKFLOW ENCLO SURE COMPA I_ (SEP NOTE 9�. IATIA E L CTRICA:TED SOIL. ,;,'"+A�BRASS LBMONL ) IU�B BOWRRgATKMCAMgOL .-0. 1' DMA ELECTRICAL PVC Rq(,ED OONOIAT eOATiD rIatDEmAMP I ROM PPE To IbNTROIAER. "' • r '• i AVD AMY M7f EE M DDa*ff OR W � M OWS AMY NOT K U2D AE P Q��IIIFIY GMM METER FA[A x IRM.E 81EN®t M -C MAX _ V STREET AGR MFM PJMPB I DATNICB t ©1 PROPOSED CONTROU,ER ENCIOSIIRE A.. rMETER 36' STRONG 80X I sAI �gTANR-ES98TEEL MC)SE CLAMPS I2IEACH•�.�1•:��.[_.�:�VABRLAS�S BALL SGUJER RMiAI)DN IIXi. AIL Ri IIS RFR�EA• (f �)Z.TRN%At[ tt -..., ...s_:' ...�.: 18' NOTE PLAN ,r; «KEBAB MODEL NO. SB- 245311217V ! ° 1T MAX AM WASH STEEL PPE POST, STEEL. POST I2• vAAYF T CAP MID ELECTRCAL'J' BOX THOROUGHLY. A PAINT WITH 1 COAT RUSTOLELML PRMER IMq 2 CO1AT5 OF FOATESY GREEN EXTERIOR ROD INFrµIArpN "ON GLOSS PAINT. 1- - -_.J z ExrRA t •comAnn _ � 72' PH11r,PODRIIQ - ^;�' - _ _ - �, eACKFLOWENCLOSURE,LEMEUR END OR EQUAL 24•X507(35' HIGH .. _ •. I I I I I— — HMOED AT ONE END SECVRE TO . ` �s,Ar i`• •• '71 . .• f 'S� •t�i 2a" Irl II I 5' XB" FOOTING WW d BOLTS 4' S v _ (FQUWWNT TO BF. CFN rFRFD 90" - droIA,D ADR I3EDIRICAL -I I- i. - INSIDE HOUSING) ONDUrr FDR WNrTGOLIER , I I-�J��I .''+^"r GENERAL NOTES EN— EW q g — �t ' f ' I I __� I I_� I I B B 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION PRIOR TO POURING FOOTINGWOUNDATTON 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE" kELECTRK METER 8 IRRIGATION CONTROLLER ENCLOSURE ELECTRIC METER $ IRRIGATION CONTROLLER ENCLOSURE m OI1DE OF LAST I�YIS701t ORiE OF LAST REVISION W1TEOF LAST IlEVISM APPROVED BY: CITY OF FONTANA p Of S APPROVED BY: ROPES / APPROVED BY;CITY OF FONTANA CITY OF FONTANA pROfSS/0 APPROVED BY: CITY OF FONTANA CITY ENGINEER DATE: STR0NG B0X Crrr ENGINEER DATE: STR0NG B0X CRY ENGINEER DATE: TIP PING CITY ENGINEER DATE: ROBERT W. WEDOLE � ROBERT W. WEDDLE �ROBERT W. WEDDLE BUCKET 2St1sROBERT W. WEDDLE TYP. BACKFLOW RECOMMENDED BY: SIAL RECOMMIENDED BY: ,ARIL RECOMMENDED IiY= �RECOMMENDED BY: DRAWN BY: ROM M STD. DETAIL NO. 505 CAL\ DRAWN BY: f AAs7EU STD. DETAIL No. 50.5 CAit DRAWN BY: STD. DETAIL No. 508 CL 1 DRAWN BY: "�ASWT STD. DETAIL NO. 507 SLIP BASE SOCKET OVER STEP 1 END OF WIRES BOX TOBEPLACED GITFINISHED GRADE AT ANGLE TO STRIP WIRES APPROX. 518" 8' MtN FROM MARDSCAPES HAROSCAPE EDGE MY VALVE B ETCHED N LID IrX1r PLASRC W"( AND COVER WITH '... FROM ENDS 6" LOCO TOP .• •.: . OF 14 CURL TYPE EXPANSION LOOP (M34) NON PRESSURE LATERAL LINE WHITE / WIRES WATERPROOF WIRE CONNECTION 1YOR (CO ) CHRIST" LD TAG WANDARU) AB NOTED S - TERAL LINE BLUE�`_ �� SECURE TO SOLENOID PIGTAIL PUT CRIMP SLEEVE OVER k -- WIRE ENDS -CRIMP SLEEVE `r - PRESSURE SUPPLY LINE WATERPROOF ALL jI FINISHRADE 39 to STEP 2 WIRE CONNECTIONS — # _F ° WIRES AS PER STD. �' — _ - — LEAN BACKFILL - d ` . -APPLY SEALER TO INSIDE OF SEALING PLUG 12"MAX. TOP I2' RED OF VALVE j 13LACK MASTER CONTROL PVC UNE PPL FILL '_ ---- FILL BASE SOCKET WITH SEALER VALVE gNONaLR-tsstw —� 18• MIN UNE TTrTING e"MIN _ -UNION CONNIO ECTN FLOW SENSOR PEA GRAVEL F FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO DIAMETER SAME SIZE ELBOW R(LSN-9 (Xl_ FT.) STEP 3 LARGER THAN 112" MACH IN SIZE. THIS WILL BE PERMITTED IN THE - - - AS FLOW METER SIZE PVC LRE PIPE PVC BCH 4D EADAPTOR _ PVC ELBOYP. z PLACES)S) INITIAL BACKFILL MEASURED 8" FROM THE TOP OF PIPE. THE REMAINDER PVC LINE PIPE OF TRENCH CAN BE FILL WITH ROCK SCREENED 2' MINUS. COMMON WIgE PVC SUPPLY LINE FfTnNMXSXS) �- ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% MINIMUM DI ONCE DOWNSTREAM CONTROL YAW INSTALL ALL PVC PIPE WITH LABEL UP. 5X DIAMETER OF FLOW METER SIZE PUSH SEALING PLUG INTO SNAKE ALL PIPE IN TRENCH. MINIMUM DISTANCE UPSTREAM BASE SOCKET UNTIL IT LOCKS BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESS URE 1OX DIAMETER OF FLOW SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE METER SIZE CHANGES IN DIRECTION. NOTES, STEP 4 PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 1, VALVES ARE TO BE INSTALLED IN SHRUS AREAS UNLESS OTHERWISE NDTED SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. 2.1MIEN MORE THAN ONE VALVE IS LOCATED BI THE SANE AREA. PROVIDE A SPACE A MIN. OF 3 FT. APARF. 3. USE TEFLON TAPE ONALL THREADED FTTTINOS PUSH WRES70 END OF BASE CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN 4.ONE VALVE PER VALVE BOX -� SOCKET TO ASSURE COMPLETE MAINLINE INSTALLATION 13 UNDER ASPHALT OR CONCRETE. SEALING OF CONNECTION CONTRACTOR SHALL PROVIDE 24' INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE WAND LARGER. RAINBIRD SNAP-TITE WIRE CONNECTOR "OR EQUAL" WINE OF LAST REVISM WINE OF Lar REIISIM WINE OF LAST REVOM WOE OF LAST REVI$ M R f $1 APPROVED BY: CITY OF FONTANA L APPROVED BY: CITY OF FONTANA APPROVED BY: CITY OF FONTA14A 4 FESS! APPROVED BY: CITY OF FONTANA FLOW METER y CITY ENGINEER DATE: � CRY ENGINEER DATE: CRY ENGINEER DATE: a CITY ENGINEER DATE: RA 2/31 ROBERT W. WEDDLE ROBERT W. WEDDLE TVP. BRASS REMOTE MA Ism2P ROBERT W WEDME WIRE CONNECTOR NA 2sf2B ROBERT W. WEDDLE TRENCHING DETAIL_ E1P. ,5/31/91 MASTER VALVE �l gpl/11 CONTROL VALVE DETAIL LIP. 12/31/1 � DP.,znlpl folk RECOMMENDED BY: �4a RECOMMENDED BY: aK1 RECOMMENDED B'1r: TM RECOMMENDED BY: -- CRL1 DRAWN BY: NIM STD. DETAIL NO. 510 DRAWN BY: STD. DETAIL NO. 511 CLL I DRAVIN BY: STD. DETAIL NO. 513 ° CAIf DRAWN BY: - � T STD. DETAIL NO. ��S 615 �pF REV. REVISION DESCRIPTION DATE ENGR. CITY OF FONTANA, CALIFORNIA -._ CITY pATf. Prepared Under The Supervision O! ~ '0'v 44 '9 SHOULD CONSTRUCTION OF THEREQUIRED IMPROVEMENTS NOT JURUPA AVENUE STREET IMPROVEMENTS d 2 I 14'h � � BMLA, COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY: c< rn > LBndscepe Amhkend d Stle Ple. mhIg SHOWN HEREON AND CARRIED FORTH IN A DILIGENT' -2° MANNER, SCALE -,r IRRIGATION DETAILS � 119 N. Maple SL Suite N, Corona CA 92880 DIAL rWo woRKING THE CRY ENGINEER MAY REQUIRE REVI5KN►5 TO THE PLANS TO DESIGNED BY: DATE: Lzv. IMiL (909) 737-1124 FAX (909) 737.8551BEFORE DAYOU FORE YOU DIG BRING THEM INTO CONFORMANCE WfTH CONDITIONS SPK 12/5/2007 ��YIF OF tF TOLL FREE 1-800422-4133 AND STANDARDS IN EFFECT. Daft: CHECKED BY: �R� B'' 182 cnt A PUBLIC SERVICE BY MZ If'yL�;`.t 'L+S"L'�I e�4>10 )/O r DRAWING NU UNDERGROUND SERVICE ALERT CITYENGINEER R.C.E.51152 DATE: asi5 24