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Home My WebLink About5680-10MAIN SUPPLY, LATERAL AND WIRING LATERAL WIRING -MAINLINE - TAPE AND BUNDLE WIRING AT 1O' OL, MAXIMUM TO MAINLAINE, PROVIDE A 20" LOOP OF MIRE 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 SAFE TRENCH AS THE IRRIGATION CONTROL WRING No, 51152 CITY ENGINEER DATE - PIPING AND WIRING RICARDO SANDOVAL EXP, 9130105 �t chit REVIEWED BY: Timothir Rontadt �� aF CAtt�� DATE OF LAST REVISION: 11 za— DO 570. FLAN NO. 5018 SHT 1 OF I FINISHED GRADE PRESSURE REGULATOR PRE—SEI020 PSI AMETEX PLASTIC VALVE BOX WITH COVER BOX PART NO. 10-170-001IGREEN COVER PART NO. 10-175-004 OR APPROVED EQUAL 3/4' ELECTRIC REMOTE 4 ' I ` A <7 INLET OUTLET FILTER WITH 200 MESH MIN. s FILTRATION PEA GRAVEL BELOW, MINIMUM 1 CUBIC FOOT NOTE: INSTALL CONTROL VALVES MINIMUM OF 3 FF. APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. ��°�qo x skfFs ROVED Y: CITY OF FONTANA No. 511 2 CITY ENGINEER DATE AUTOMATIC DRIP VALUE RICARDO SANDOVAL * EXP. 9€30105 REVIEWED BY: Tlmath�„R t At sf�rf Pf IOP.LIF�,@ DATE OF LAST REVISION: t -28-00 STD. PLAN N0. 5038 SWT 'I OF 'I D QA RT DIAL ru0 WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER1 6" CLEAN BACK FILL SATURATE AND COMPACT TO 906 NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL LINE W/SLEEVE PRESSURE SUPPLY LINE W/SLEEVE CONTROL WIRE SLEEVE -SAND SACK ETLL sg INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER SPEC, ALL SLEEVES TO BE SCH, 40 PVC AND TO BE ZX THE DIAMETER OF THE LINE TO BE SLEEVED, * INCREASE THIS DISTANCE TO 35" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL. TRAFFIC `,MAYS WHEN INSTRUCTED BY INSPECTOR, SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY INSPECTOR IF .SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE :ENDS ,AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEE, qgv ESsI APF aVED BY: CITY OF FONTANA sApa`yf No. 511152 CITY ENGINEER [SATE SLEEVING DETAIL RICARDO SANDOVAL EXP. W301615 � of cm P REVIEWED BY: Trrnnthr Posie tt FF� REVISION: i 28-00 OF CAI, DATE OF LAST T 5T0, PLAN N0. 5018 SHT � OF 1 mml ROM HARDSCAf ES SURE LATERAL LINE INE SUPPLY LINE WIRES (FILL 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 ROCK SCREENED 2" 'MINUS, ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 907 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. BY: A/ � ) _-, j CITY OF FONTANA No,51t52 CITY ENGINEER DATE TRENCHING DETAIL XP. RICARI ANDOVAL Ex CIVIL REVIEWED BY: T1mathy Rost�xtr IPF GdtS4vo DATE Of LAST REVISION., 1-28-00 STO. PLAN N0. sons sHr 9 OF 7 PLANS PREPARED FOR: LENNAR HOMES OF CALIFORNIA 980 MONTECITO DR. SUITE 302 CORONA, CA 92879 VALVE aOX W/66CK No. 51152 CITY ENGINEER DATE, GATE VALVE RICARDO SANDOVAL EXR 9t�11105 t enE REVIEWED BY:.zs2psYe t DATE OF LAST REVISION; 1-28-00 STD;, PLAN N0, 5019 SHT1 t7F'I REVISIONS Engineer County No. Approval Date: Approval Date: BASIS OF BEARINGS: THE SOUTH UNE OF THE NE 4 OF SECTION 26, Tl N, R6W, S.B.M. PER RECORD OF SURVEY 88/36-42 BEING: N 89'37'36" E BENCHMARK: CALTRANS BENCHMARK #8-17 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343'N/0 210, 0.2 MILES WEST OF SAN SEVAINERD., EL 1428.609 landscape architecture planning golf course architecture ra41877 enterprise circle north suite 140 temecula, ca, 92590 David nEAULT 951 296 3430 ASSOCIATES Inc, w ,clnassociotes.com 10" VALVE BOX MARKED W/ 2" LETTERS READING G.C_ W/ LOCKING BOLT Lia FINISH GRADE,,. 6" MIN PEA GRAVEL BRASS STREET ELL I COUPLER VALVE 2" MIN. FROM HAROSCAPE MATERIALS a e __2 x 4 RWO OR BRICK. -BRASS NIPPLE. 6" -MIN `'��"„ �•�-�''--� �� •f� 'tom Na.51t52 '° PVC SHC 40 TEE OR. ELL AL LINE SIZE TO BE NOTED ON PIAN 24" MIN. #,4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS m CITY ENGINEER DATE QUICK COUPLER RICARDO SANDOVAL EXP, 9130105 REVIEWED BY z6y:. Roctedt CIVIL��0., OF a0 DATE OF LAST REVISION: 1-28-00 STD. PLAN Na. 5021 BHT i OF SEAL: ,,PtdDS CA PF U " m o � � n 06-30-2018 Y xervEvun, �nre T 19 s�lF 0, c 2 LtFO��\P oA IRRIGATION DETAILS TRACT 18987 CITY OF FONTANA CFD NO. LSPC17-000059 Drawn By: CFD LANDSCAPE PLANS Scale: ESP / WL AS NOTED Designed By: Date: BL / ESP Approved: — 2-W 1 b Jan, 22, 2018 Checked By: ko�- City Engineer Signature Date Dwg. No. %O ;1i mm 6" CLEAN BACK FILL SATURATE AND COMPACT TO 906 NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL LINE W/SLEEVE PRESSURE SUPPLY LINE W/SLEEVE CONTROL WIRE SLEEVE -SAND SACK ETLL sg INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER SPEC, ALL SLEEVES TO BE SCH, 40 PVC AND TO BE ZX THE DIAMETER OF THE LINE TO BE SLEEVED, * INCREASE THIS DISTANCE TO 35" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL. TRAFFIC `,MAYS WHEN INSTRUCTED BY INSPECTOR, SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY INSPECTOR IF .SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE :ENDS ,AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEE, qgv ESsI APF aVED BY: CITY OF FONTANA sApa`yf No. 511152 CITY ENGINEER [SATE SLEEVING DETAIL RICARDO SANDOVAL EXP. W301615 � of cm P REVIEWED BY: Trrnnthr Posie tt FF� REVISION: i 28-00 OF CAI, DATE OF LAST T 5T0, PLAN N0. 5018 SHT � OF 1 mml ROM HARDSCAf ES SURE LATERAL LINE INE SUPPLY LINE WIRES (FILL 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 ROCK SCREENED 2" 'MINUS, ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 907 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. BY: A/ � ) _-, j CITY OF FONTANA No,51t52 CITY ENGINEER DATE TRENCHING DETAIL XP. RICARI ANDOVAL Ex CIVIL REVIEWED BY: T1mathy Rost�xtr IPF GdtS4vo DATE Of LAST REVISION., 1-28-00 STO. PLAN N0. sons sHr 9 OF 7 PLANS PREPARED FOR: LENNAR HOMES OF CALIFORNIA 980 MONTECITO DR. SUITE 302 CORONA, CA 92879 VALVE aOX W/66CK No. 51152 CITY ENGINEER DATE, GATE VALVE RICARDO SANDOVAL EXR 9t�11105 t enE REVIEWED BY:.zs2psYe t DATE OF LAST REVISION; 1-28-00 STD;, PLAN N0, 5019 SHT1 t7F'I REVISIONS Engineer County No. Approval Date: Approval Date: BASIS OF BEARINGS: THE SOUTH UNE OF THE NE 4 OF SECTION 26, Tl N, R6W, S.B.M. PER RECORD OF SURVEY 88/36-42 BEING: N 89'37'36" E BENCHMARK: CALTRANS BENCHMARK #8-17 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED 343'N/0 210, 0.2 MILES WEST OF SAN SEVAINERD., EL 1428.609 landscape architecture planning golf course architecture ra41877 enterprise circle north suite 140 temecula, ca, 92590 David nEAULT 951 296 3430 ASSOCIATES Inc, w ,clnassociotes.com 10" VALVE BOX MARKED W/ 2" LETTERS READING G.C_ W/ LOCKING BOLT Lia FINISH GRADE,,. 6" MIN PEA GRAVEL BRASS STREET ELL I COUPLER VALVE 2" MIN. FROM HAROSCAPE MATERIALS a e __2 x 4 RWO OR BRICK. -BRASS NIPPLE. 6" -MIN `'��"„ �•�-�''--� �� •f� 'tom Na.51t52 '° PVC SHC 40 TEE OR. ELL AL LINE SIZE TO BE NOTED ON PIAN 24" MIN. #,4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS m CITY ENGINEER DATE QUICK COUPLER RICARDO SANDOVAL EXP, 9130105 REVIEWED BY z6y:. Roctedt CIVIL��0., OF a0 DATE OF LAST REVISION: 1-28-00 STD. PLAN Na. 5021 BHT i OF SEAL: ,,PtdDS CA PF U " m o � � n 06-30-2018 Y xervEvun, �nre T 19 s�lF 0, c 2 LtFO��\P oA IRRIGATION DETAILS TRACT 18987 CITY OF FONTANA CFD NO. LSPC17-000059 Drawn By: CFD LANDSCAPE PLANS Scale: ESP / WL AS NOTED Designed By: Date: BL / ESP Approved: — 2-W 1 b Jan, 22, 2018 Checked By: ko�- City Engineer Signature Date Dwg. No. %O ;1i