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4854-24
�-- 24" --� PRESSURE REGULATOR IF —\ REQUIRED.S SHOWN REDUCE PRESSURE DRAWING BACKFLOW PREVENTER EXACT LOCATION OF CONTROLLER SHALL BE AGREED UPON BY EDISON, CITY LANDSCAPE INSPECTOR AND CONTRACTOR PRIOR TO ANY TRENCHING OR NOTE: ALL POWER WIRES, GROUND WIRES ETC. SHALL BE STRAINER 40 MESH MODEL RASS NIP LE 4 PLACES WIRE PLACEMENT SEPARATELY SLEEVED AND SWEPT THROUGH ENCLOSED PAD WITH SCH 40 RIGID CONDUIT BRASS ELBOW BRASS ELBOW 36" ALL SLEEVING SHALL BE A MINIMUM OF 18" BELOW 0. 4" DIAMETER STEEL POST CAP SECURE o BRASS UNION IRRIG. FINISHED GRADE. ALL SLEEVING IS A GRAPHIC REPRESENTATION OF A TYP. INSTALLATION.RELIEF TO PIPE. 20 TIPPING BUCKET BRACKET PORT BRASS BALL BRASS PIPE BRASS BALL CONT. VALVE LOOSE KEY __---VALVE SIZE OF EQUIPMENT = 46"W X 18'D X 54" HIGH OSE BIB GENERAL NOTES: AND SIZE OF CONC. SLAB = 52"W X 24"D X 8' THICK W/#4 REBAR AT 12" O.C. TYP @1/2DIA. FLEXIBLE ALL WEATHER ELECTRICAL CONDUIT, CONNECT BRASS PIPE LOCK BOX OF 14 PROVIDE 100A METER AND 5OA/2P MAIN C/6 WHERE INDICATED 12" ON DRAWINGS 1 O BOX TO BOX. ®TIPPING BUCKET RAIN GAUGE, INSTALL PER MANUFACTURERS RECOMMENDATIONS. )� 8 - ♦_ 18" #4 REBAR 18 _ WHITE (COMMON) WIRES PROVIDE PLANEL BOARD WHERE INDICATED ON DRAWINGS. ' DIA GALVANIZED STEEL PIPE POST. !� •` ar"a•- LiStlw.��1St `s P+� �=5� ti a'f! BLUE f :•;.x:;.; -, �� :: PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED ' ' 8` DIA. X 12" D. BOTTOMLESS GROUND WELL �:a FOOTING/FOUNDATION ON DRAWINGS. 3" WITH PARKWAY COVER, 2 © WEATHER PROOF ELECTRICAL "J"BOX WATERPROOF ALL TERMINATE AT EXISTING HANDHOLE. PER S.C.E. COMPANY REQ. 90 VERIFY EXACT LOCATION AND TERMINATION REQ. WITH S.C.E. Co. SWEEP CONDUIT FOR PRIOR TO TRENCHING �• • :: •;.:' : • • " < • ''.� • .L FILL WITH PEA GRAVEL �, 6 ° DRILL 1 DIA HOLE THROUGH PIPE AND MOUNT BOX TO PIPE. PRESSURE ONC. STABILIZER PRESSURE UPPLY LINE TRUST BLOCK) FRONT SUPPLY UNE WIRE CONNECTIONS ELLS S CONTROLLER #4 REBAR LINTAKE) (DISCHARGE) AS PER STD. MARES CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLIC CONDUIT AND COPPER CONDUCTORS WITH TYPE 'THHN/THWN' INSULATION. 4^ TYP. 5/8 -DIA X 10' DRIVEN GROUND ROD PER ARTICLE 250-81 I o 70 �S g�EPjQ� OF FOOTING AWAY Ir \ \ FRONT VIEW ) OF 1990 NEC y I 33 ®FINISH SURFACE. RED Jl NTS •"'' 2 ¢ACKFLOW ENCLOSURE BLACK _� MASTER CONTROL 10" 16" 90. NATURAL COMPACTED SOIL 3/4" GRAVEL (SEE NOTE BELOW _ VALVE 5 6" L BRASS ELBOW — IRRIGATION CONTROL001" i-� DIA ELECTRICAL PVC RIDGED CONDUIT FROM PIPE TO CONTROLLER. , , - , •• �'+�'.` BRASS UNION FLOW SENSOR BOARD i METER FACES STREET METER j i I " PROVIDE 20 AMPI 2 POLE BREAKER M FOR NEW PUMPS WHERE APPLICABLE PUMP ONCR TEMPLATE A MOUNTING ''. 3-4' MAX DISTANCE 11 -� 10. PROPOSED CONTROLLER ENCLOSURE '• o o- r - �'• . , :�• ; , •- ' .'• • : •� BRASS BALL VALVE DIAMETER SAME SIZE AS FLOW METER SIZE 36 50 2P A SIGN SLAB I G) STAINLESS STEEL HOSE CLAMPS (2)EACH . STRONG 0 BOX MODEL NO. SB- 24SS/120V 1 0 240 POWER - --; 1+ 18 1 NOTE: STEEL OST, STEEL POST 1]2-PLAN 12" =. #4 REBAR 12 aR - - 12 MAX I CAP AND ELECTRICAH LEJP BOX THOROUGHLY. µ• MINIMUM DISTANCE DOWNSTREAM 11 PANEL °R Z g PAINT WITH 1 COAT RUSTOLEUM PRIMER] = "�' 5X DIAMETER OF FLOW METER SIZE M T R I 1 GROUND ROD AND 2 COATS OF FOREST GREEN EXTERIOR --� INSTALLATIONNe— HIGH GLOSS PAINT. 12" L --J FINISHED GRADE EXTRA,` CONDUITS _ ::.. - _ I I I EllI—I r I—III—I III—III— III—III NOTE: BACKFLOW ENCLOSURE LE MEUR MINIMUM DISTANCE UPSTREAM I I I :� 7 �ti • `? 124�� I I—III—I — " " " OR EQUAL 24 X60 X36 HIGH HINGED AT ONE END SECURE 1OX DIAMETER OF FLOW t , .• :. ,. -III- -III—I —III '��' • I—III =1 11=III -I I I=1 I TO 6"x8" FOOTING w/4" J BOLTS METER SIZE `• , 90 GROUND FOR ELECTRICAL _I=1 4'I— I — —III— _ _ ,—I —III— .• MI I I —III I I I—III— I-1 — (EQUIPMENT TO BE CENTERED INSIDE HOUSING) E' ONDUIT FOR WEEP LLS CONTROLLER 3/4'c, 16 _ —I I 1=1 11-1 ' 3" LR .I—III- ..:� .:: =III= GENERAL NOTES WIRES I I IJr.••—' I I 0 END VIEW I I-� I I-� I I=I I s 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION NTSPRIOR TO POURING FOOTING/FOUNDATION 2. CONTRACTOR SHALL USE 520–C-2500 CONCRETE. ELECTRIC METER & IRRIGATION CONTROLLER ENCLOSURE ELECTRIC METER & IRRIGATION CONTROLLER ENCLOSURE DATE OF LAST REVISION: DATE OF LAST REVISION: DATE OF LAST REVISION: DATE OF LAST REVISION: DATE OF LAST REVISION: �o R%gVESS/pp9� APPROVED BY: w No. 25126 ROBERT W. WEDDLE CITY ENGINEER DATE: CITY OF FONTANA o �V Ili / oN9��y APPROVED BY: CITY ENGINEER DATE: No. 25126 ROBERT W. WEDDLE CITY OF FONTANA oFESS/p APPROVED BY: o QR N9� CITY ENGINEER DATE: No. 25126 ROBERT W. WEDDLE CITY OF FONTANA ROFESS/py9/ APPROVED BY: � No. 2st2s � ROBERT W. WEDDLE DATE: CITY OF FONTANA APPROVED BY: � No. 25126 � ROBERT W. WEDDLE DATE: CITY OF FONTANA FLOW METER/ STRONG B 0 X BOX STRONG TIPPING TYP. BACKFLOW * ExP. t2/3t/ot ,� * ExP. ,2/3t/ot ,� * DF. t2/3,/0, BUCKET -� W. t2/31/ot EV. t2/3t/ot MASTER VALVE � ,� * ,� awL RECOMMENDED BY: RECOMMENDED CIVIL BY: CIVIL RECOMMENDED BY: RECOMMENDED BY: RECOMMENDED BY: STD. DETAIL NO. 505 STD. DETAIL NO. 505 STD. DETAIL NO. 506 STD. DETAIL NO. 507 Jl9j ���� £oF CAI\F� DRAWN BY: TIMOTHY RASTEDT Jl9j ���� FOF CAI\F� DRAWN BY: TIMOTHY RASTEDT Sl�j ���� E pF CAL1Fa DRAWN BY: TIMOTHY RASTEDT J}'j awL ���� FOF CAS\FD DRAWN BY: TIMOTHY RASTEDT J,19 CIVIL jFOF CAL\FDRAWN BY: TIMOTHY RASTEDT STD. DETAIL NO. 510 MAIN SUPPLY, LATERAL AND WIRING STEP 1 SLIP BASE SOCKET OVER:::: : • . INSTALL A 6' ROUND PLASTIC END OF WIRES `' : LATERAL BOX WITH LOCKING LID BOX TO BE PLACED AT RIGHT ANGLE TOFINISHED HARDSCAPE EDGE w/ VALVE # ETCHED IN UD 12"X18" PLASTIC BOX AND COVER WITH STRIP WIRES APPROX. 5/8 FROM ENDS GRADE 6 ,� �� MIN FROM HARDSCAPE 6 s : • ,+_ WIRING MAINLINE SPLICE BLOCK MIN. „ 24 ABOVE GRADE LOCK TOP :..:Y ::i: CURL TYPE EXPANSION LOOP (MIN.24") NON PRESSURE LATERAL LINE FINISH GRADE WATERPROOF WIRE CONNECTION 12"oR AS NOTED HARDSCAPE CHRISTY'S I.D TAG (STANDARD)PUT z z ATERAL LINE - — — — — — SECURE To SOLENOID PIGTAIL CRIMP SLEEVE OVER oo I I III=1 I-1 I I-1 I I III I I-1 I-1 STEP 2 WIRE ENDS—CRIMP SLEEVE `�' PRESSURE SUPPLYLINE -1 I I-1 I I-� FINISH GRADE 3/4" a ONTROL WIRES d ' APPLY SEALER TO INSIDE " LEAN BACKFILL .� :. -III—I I_ RR. CONTROL WIRE 0= OF SEALING PLUG •'�' ` " `-` 18" 12"MAX. TOP 12" r 1A ' • ' OF VALVE SOL NOID PVC LINE PIPE FILL BASE SOCKET WITH SEALER f •::�- :�;: -L f—NON-PRESSURE 18" MIN �'. " �r ,� �� 2 X 4 RWD BLOCK UNION CONNECTION LINE FITTING 6"MIN o $ Wyfo.O •. b L . dp ~ PEA RAVEL STEP 3 �'.' �:•.•_ ; ;:: , ... ,:..:: j. •_ .• : ) FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE '• �': '•' 1 CU. FT. PEA GRAVEL PVC ELBOW (TYP. 2 PLACES) PVC LINE PIPE INITIAL BACKFILL MEASURED 6" FROM OF TRENCH CAN BE FILL WITH ROCK SCREENED THE TOP OF PIPE. THE REMAINDER 2" MINUS. COMMON WIRE PVC SUPPLY LINE FITTINGS(SXSXS) ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% CONTROL WIRE J INSTALL ALL PVC PIPE WITH LABEL UP. } ;:',., ..:' PROVIDE A 20" LOOP OF WIRE IN ALL CHANGES OF DIRECTION PUSH SEALING PLUG INTO SNAKE ALL PIPE IN TRENCH. GREATER THAN 30 DEGREES REMOVE NOTE: BASE SOCKET UNTIL IT LOCKSTAPE BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE AND BUNDLE WIRING AT 10' O.C. MAXIMUM TO MAINLINE. TIES AFTER ALL CONNECTIONS HAVE BEEN MADE SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX. 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 SHRUB AREAS UNLESS OTHERWISE NOTED SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 4. ONE VALVE PER VALVE BOX PUSH WIRES TO END OF BASE CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN PLAN VIEW SOCKET TO ASSURE COMPLETE MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. SEALING OF CONNECTION CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. RAIN BIRD SNAP—TITE WIRE CONNECTOR "OR EQUAL" NOTE: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION DATE OF LAST REVISION: DATE OF LAST REVISION: DATE OF LAST REVISION: DATE OF LAST REVISION: CONTROL WIRING DATE OF LAST REVISION: � QROf ESSlON9lAPPROVED BY: CITY OF FONTANA oFESSIp : o QR APPROVED BY CITY OF FONTANA o � F fy9��y APPROVED BY: � 0 o c CITY OF FONTANA oFESS/p APPROVED BY: Q� N � wE o�Fy CITY OF FONTANA o � � of ESS/ f0 y APPROVED BY: CITY OF FONTANA t CITY ENGINEER DATE: No. 25126 TYP . BRASS REMOTE CITY ENGINEER No. 25126 DATE: WIRE CONNECTOR N N E C TO R "°• 25,26 CITY ENGINEER DATE: CITY ENGINEER DATE: "°• 25,26 PIPING AND WIRING CITY ENGINEER DATE: SPLICE BOX ROBERT W. WEDDLE ROBERT W. WEDDLE ROBERT W. WEDDLE TRENCHING DETAIL ROBERT W. WEDDLE No. 25126 ROBERT W. WEDDLE * DP. t2/3t/ot CONTROL VALVE DETAIL * ExP. t2/3,/0, EXP. t2/3t/ot W. ASSEMBLY ,� ,� * ,� * ,2/3t/o, ,� * W. t2/3t/at ,� CIVIL BY: gVIL RECOMMENDED BY: RECOMMENDED BY: CIVILCIVILL RECOMMENDED BY: RECOMMENDED BY: STD. DETAIL NO. 511 STD. DETAIL NO. 513 STD. DETAIL NO. 515 STD. DETAIL NO. 516 STD. DETAIL NO. 517 �j9TFOF CAL\F��DRAWN BY: TIMOTHY RASTEDT J, � l9jFOF CAL\F�`�\ DRAWN BY: TIMOTHY RASTEDT �l9jFOF CAI.\F��DRAWN BY: TIMOTHY RASTEDT �l� OF CAL\E��DRAWN BY: TIMOTHY RASTEDT CIVILRECOMMENDED �l9jFOF CAL\F��DRAWN BY: TIMOTHY RASTEDT DATE I SUBMITTAL TRACKER 10-23-09 1 FIRST PLAN CHECK SUBMITTAL ali li��- .cam TOLL FREE -qmmmmw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH y SI NATURE n � OF CA O" CITY OF FONTANA, CALIFORNIA FONTANA CAMPUS PARKING LOT DRAWN BY: IRRIGATION SCALE: AC, SM N.T.S. DESIGNED BY:DATE: DE2T)WS SM, EL 10-23-09 CHECKED KBY: APP ED BY: ��, Z�i•�v DRAWING NO.: 24 BM OK DATE: 14854 39