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HomeMy WebLinkAbout5006-231E1EE-E1__ r.r.ADE ON FROM HARDSCAPES I mll PRESSURE LATERAL UNE RAL LINE SSURE SUPPLY LINE TROLL WIRES BACKFILL FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1/2" INCH IN SIZE, THIS WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILL WITH BOCK SCREENED 2" MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% INSTALL ALL PVC PIPE WITH LABEL UP. SNAKE ALL PIPE IN TRENCH. BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C, TO PRESSURE SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION, PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. ©�t9FESS1o,�� Ap OV BY. CITY OF FONTANA No. 51152 CITY Et4PINEER DATE TRENCHING DETAIL RICAR.00 $ANDOVAL, EXP. 9130105 �t CIVIL REVIEVIWD;IE3'Y: -Jimattw Ruastedt_ �lqr� df CAL3Fq��`� DATE OF.1, AST REVISION: 1-28-00 STD. PLAN NO. 5015 SHT 1 OF 1 VALVE BOX 1V/LOCK :APp IIVI ED LY, CITY OF FONTANA Na 51352'I CITY ENGINEER DATE GATE VALVE RICARDO SANDOVAL � EXP, 830105 REVIEWED BY; CIVIL � 1 OF CAS 1 DATE OF LAST REVISION: 1-28-00 STD. PLAN NO, 5015 SHT OF "I DATE SUBMITTAL TRACKER 10/10/2012 FIRST SUBMITTAL 31712013 SECOND SUBMITTAL MAIN SUPPLY, LATERAL AND WIRING 'LATERAL 18 WIRING . MAINLINE TAPE AND BUNDLE WIRING AT 10' G.C. MAXIMUM TO MAINLAINE. PROVIDE A 2C" LOOP OF WIRE IN ALL CHANGES OF DIRECTION GREATER THAN 30 DEGREES REMOVE TIES AFTER ALL CONNETIONS HAVE BEEN MADE PLAN VIEW NOTE.: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING �4 o'OF=ss1QA ROVED BY: CITY OF FONTANA No. 51152 LLI CITY ENGINEER DATE PIPING AND WIRING RICARDO SANDOVAL 7r EXP. 9130105 REVIEWED BY: Timothy Rastedl OF CALiEqDATE OF LAST REVISION: 1-28-00 STD, PLAN NO. 5016 TsfiT 1 OF 10" VALVE BOX MARKED W/ 2" LETTERS READING Q.C. W/ LOCKING BOLT UD FINISH GRADE - 6" MIN PEA GRAVEL — BRASS STREET ELL TYP QUICK COUPLER VALVE 12" MIN. FROM HARDSCAPE MATERIALS __2 x A RWD OR BRICK BASS NIPPLE 6" MIN PVC SHC 40 TEE OR ELL LATERAL LINE SIZE TO BE NOTED ON PLAN 24" MIN. #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS �� J%tfEss /OOVER BY: CITY OF FONTANA S�NoVy No. 51152 CITY ENGINEER DATE QUICK COUPLER RICARDO SANDOVAL * EXP. 9130109 REVIEWED BY: Timothy Re-tedt If OF ICAL`FDATE OF LAST REVISION:1-28-00 STD. PLAN N0. 5021 }SHT 'I OF ') a D TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION PROOF CONNECTION INSTALL A 9" ROUND PLASTIC BOX WITH LOCKING LID E € SPLICE BLOCK MIN. 24" ABOVE GRADE rr-FIAt15H GRADE 2" x A" RWD BLOCK 1 CU. FT. PEA GRAVEL NOTE: REMOTE CONTROL SOX MAY BE USED IN LIEU OF SPLICE 80X. �jr1FESsfl) PROvl= V. CITY OF FONTANA SPLICE BOX ` No. 51152 RICARDO SANDOVAL DATE ASSEMBLY EXP, 4130105 REVIEWED BY: Lmalby Eo DATE OF LAST RE -VISION, -L--29-00 ? STD, PLAN NO. 5017 SHT CIF FINISHED GRADE PRESSURE REGULATOR PRE-SET 020 PSI AMETEX PLASTIC VALVE BOX WITH COVER BOX FART NO. 10-170-0011 /GREEN COVER PART NO. . 10-175-004 OR APPROVED EQUAL ,_3/4" ELECTRIC REM07E 18" INSTALL GATE VALVE i F a 4 j . 4 1 j INLET 2"X6" RWD BLOCK E OUTLET FILTER WITH 210 MESH MIN. FILTRATION -.-...- -- PEA GRAVEL. BELOW, MININIUM 1 CUBIC FOOT NOTE: INSTALL CONTROL VALVES MINIMUM OF 3 F'T, APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. . Q'uff Ss 10-N, ROvE D Y• CITY OF FONTANA No. 51152 " CITY ENGINEER DATA AUTOMATIC DRIP VALVE RICARDO SANDOVAL � EXP, 9130)05 REVIEWED BY: Timotadt CIVIL OF CALIEn DATE OF LAST REVISION: 1-28-00 STD, PLAN NO. 5035 SHT I OF 'I DATE I ENGR. I CITY I DATE ni CAki MAnl/ CII L SATURATE AND COMPACT TO 917% SCAPING JATIVE BACKFILL 2" MINUS JON PRESSURE LATERAL LINE W/SLEEVE 'RESSURE SUPPLY LINE W/SLEEVE DONTROL WIRE SLEEVE SAND BACK FILL INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER SPEC, ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAME° ER OF THE LINE TO BE SLEEVED. * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR, SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUIEM 8Y INSPECTOR IF SLEEVES ARE TO BE USED A' A LATER DATE, CONTRACTOP. SHALL TAPE ENoS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUN6 REMI=T.. 4 QpOFESSIp�` App OVED By: CITY OF FONTANA No. 51152 CITY ENGINEER DATE SLEEVING DETAIL RICARDO SANDOVAL *• EXP. 9130105 REVIEWED BY: Timothy RnctPdt CIVIL Tqf� OF CA0F DATE OF LAST REVISION: 1-28-00 STP, PLAN NO, 5018 SHT i OF 1 LOW WATER USE ZONES / SANDY LOAM/ DRIP .9 GAUHOUR IRRIGATION SCHEDULE MONTH JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC MAX MINUTES PER 25 25 25 25 25 25 25 25 25 25 25 25 START TIME 25 25 25 25 25 25 25 25 25 25 25 25 START TIME START TIMES PER 2 2 3 4 5 6 7 6 5 4 2 2 TOTAL MINUTES 2 2 3 4 4 5 5 5 4 3 2 2 WEEK* 50 50 75 100 125 150 175 150 125 100 50 50 TOTAL MINUTES * START TIMES PER WEEK MAY NOT EQUAL DAYS PER WEEK. MULTIPLE START TIMES PER DAY MAY BE NEEDED TO AVOID RUNOFF. 50 50 75 100 100 125 125 125 100 75 50 50 PER WEEK * START TIMES PER WEEK MAY NOT EQUAL DAYS PER WEEK. MULTIPLE START TIMES PER DAY MAY BE NEEDED TO AVOID RUNOFF. MEDIUM WATER USE ZONES / SANDY LOAM/ DRIP .9 GAL/HOUR IRRIGATION SCHEDULE MONTH JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC MAX MINUTES PER 25 25 25 25 25 25 25 25 25 25 25 25 START TIME 20 20 20 20 20 20 20 20 20 20 20 20 START TIMES PER WEEK* 2 2 3 4 5 6 7 6 5 4 2 2 TOTAL MINUTES 2 3 3 5 5 7 7 7 5 4 3 3 WEEK* 50 50 75 100 125 150 175 150 125 100 50 50 PER WEEK * START TIMES PER WEEK MAY NOT EQUAL DAYS PER WEEK. MULTIPLE START TIMES PER DAY MAY BE NEEDED TO AVOID RUNOFF. PARK TURF AREAS - HIGH WATER USE ZONE/ SANDY LOAM/ ROTOR .6 INCHES PER HOUR APPLICATION RATE IRRIGATION SCHEDULE MONTH JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC MAX MINUTES PER 20 20 20 20 20 20 20 20 20 20 20 20 START TIME START TIMES PER 2 3 3 5 5 7 7 7 5 4 3 3 WEEK* TOTAL MINUTES 40 60 60 100 100 140 140 140 100 80 60 60 PER WEEK * START TIMES PER WEEK MAY NOT EQUAL DAYS PER WEEK. MULTIPLE START TIMES PER DAY MAY BE NEEDED TO AVOID RUNOFF. SHOULD CONSTRUCTION OF THE REQUIRED 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 STANDARDS IN EFFECT ��� 1ANDSCgp� # a6 m a DRAWN BY; n LANDSCAPE SK, SF 9130/13 --r ARCH ITECTU RE DESIGNED BY; A SK qTF 310 NORTH JOY STREET I CORONA, CA 92879 OF CA L �FCHECKS ED BY: T: 951.737.1124 1 F: 951.737.6551 BM YOUNG HOMES TR 18676 - CFD LANDSCAPE PLANS SCALE: IRRIGATION DETAILS DATE: N.T.S. 10-10-12 APPROVED w DRAWING NO. 2 SE�.� 5006 27 TY ENGINEER R.C.E. 51159