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Home My WebLink About3745-4N R I C H A R D D(DPf landscape Architililictur• Urban Design & Planning 181 N. 'E' Street, San Bernardino, CA 92401 phone (909)888-5568 fax, (909) 384-9854 e-mail rpa.la@vedzDn.net Richard Pope, Landscape Architect CAM 2664 O il,�OPADSE C�PF7 `l rn OF CAVIO� Owner/Applicant: L ilawta■ian Fmcad Nwn 4240 E. Jorepa, #1402 Oataria, CA 91764 (M) 637-3270 Attn: Gina In 30 -INCH LINEAR LENGTH OF WIRE. Nft CLEAN BACK FILL SATURATE AND COMPACT TO 90% FINISH GRADE/TOP OF MULCH PLACE BOX ON TOP OF COMPACTED GRAVELCOILED WATER PROOF CONNECTION HARDSCAPING QUICK -COUPLING VALVE: 11113 A AND 12" FROM HARDSCAPE (1 OF 2) RAIN BIRD MODEL 33DRC VALVE BOX WITH COVER: C O � ID TAG ai I1 NATIVE BACKFILL 2" MINUS 10 -INCH SIZE WITH 2" LETTERS QV o r VALVE BOX WITH COVER: CL -I V I1=1 I I I _I -__-_ acU. v dt LOCK BOLT r FINISH GRADE VALVE Box (L'''am • 12 X 1 a W/VALVE # ETCHED/BRANDED ON + FINISH GRADE OF MULCH — �� LID = I- III -, = I— 11= -' I- =1 1- NON PRESSURE LATERAL LINE W/SLEEVE =I =1I E r Ole C BRASS NIPPLE (LENGTH AS REQUIRED) Ii • FINIS GRADE (GRO COVER) + d lift J REMOTE CONTROL VALVE • t =1 -I =1 1 PRESSURE SUPPLY LINE W/SLEEVE 6 -INCH MINIMUM DEPTH OF -I i= WASHED PEA GRAVEL — 3" MIN. '' PVC SCH aO NIPPLE (CLOSE) i _ � �� -_ IIr== • __-_ : - - CONTROL WIRE SLEEVE ILII Ii111 I I �I I BRASS STREET ELL _ - _ _ ��- _ - SCH 40 ELL � PVC __ -i SAND BACK FILL - -- - B RICK 1 OF 2 4 m -'_- _ w _ - - ,-`I ,- =1=11 1 - -- � ttt2 - ' 1 PVC H a0 NIPPLE ( LENGTH AS REQUIRED) =i= _ _ III -'I MI - -.. _ - - - -� � � � -� � � � �-� � -� � - w �l %' _ ;--s-x ,,- r-� � 4__�- - - - - BRASS NIPPLE ( LENGTH AS REQUIRED ) LINE SIZE BRASS GATE VALVE WATER SER vICE LINE -- _ l - - � n ,r � I-� _ BRICK 1 OF 4 ) 6 / >� — �- BRASS ELL WITH BRASS THREADED NIPPLE if applicable) - _ _ ( � ) I,I - _ � - - - MIN _Ej PVC MAU ADAPTOR SCH 80 NIPPLE (2 -INCH LENGTH. I� ELL MQIES: _ HIDDEN) AND SCH 40 INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY UNE, SIZE PER SPEC. '-, _" �_ ' s . = = = ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE PVC SCH 40 TEE OR ELL PVC IRRIGATION MAIN PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL SLEEVED, 0 INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL PVC MAINLINE PIPE BRASS ELL 2X4 REDWOOD BLOCK CONTINUOUS AROUND I CUBIC FOOT PEA GRAVEL FILL UNDISTURBED PVC SCH 40 MALE ADAPTER TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. 4 REBAR 24" LONG A STAINLESS STEEL GEAR GRADE SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY CLAMPS OR EQUIVALENT PVC LATERAL INSPECTOR SUPPORT SYSTEM NOTE PVC SCH 80 UNION FOR 3 CUBIC FEET OF WASHED PEA GRAVEL SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO SERVICING ASSEMBLY PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL PROVIDE NOMINAL QUICK COUPLING VALVE INLET SIZE. GATE VALVE N.T.S. 9 REMOTE CONTROL VALVE N.T.S. 7 SLEEVING N.T.S. 4 QUICK -COUPLING VALVE N.T.S. 1 NOTE PRESSURE REGULATOR IF - INSTALL A MINIMUM OF 1 1/2" AWAY FROM HARDSCAPE REQUIRED. SET AS SHOWN REDUCE PRESSURE ON SITE DRAWING BACKFLOW PREVENTER — 6" POP-UP FLUSH WITH TOP OF TURF STRAINER 40 ?4�PLSACES) LE - MESH MOI 12" POP-UP AT 1" ABOVE FINISH GRADE CITY OF FONTANA IRRIGATION CONTROLLER STANDARD BRASS ELBOW BRASS ELBOW BRASS UNION FOR COMMUNITY FACILITIES DISTRICTS RELIEF PORI BRASS PIPE BRASS BALL BRASS BALL WHITE WITH OF 14 (CFD•S) LOOSE VALVE HOSE BIB 1B" VALVE O O STRIPE WIRES BRASS PIPE LOCK BOX ra PLANT MATERIAL- ATERIAL(COMMON) (COMMON) 1. Toro Sentinel Controller, 48 station, a #4 REBAR BLUE model #ESB48—U2—MPEA161 OK—OBI —VRA 1e 1e" Q 0 �•' FINISH GRADE/TOP OF MULCH WATERPROOF ALL 2. Mount in Strong Box Model No. SB-24SS/120V. FOOTING/FOUNDATION w O WIRE CONNECTIONS (Stainless Steel) AS PER STD. PRESSURE ONC. STABILI ER PRESSURE UPYTRUST Block FRONT • • 3. Provide Rainmoster 32 PC Pigtail for remote contrail �INTKE)LINE DISCHARGE) RED YELLOW MASTER CONTROL operation. FACKFILOW ENCLOSURE 3/4" GRAVEL SEE NOTE BELOW) POP-UP SPRAY SPRINKLER: VALVE BRASS ELBOW RAIN BIRD 1800 4. Provide ground rod and surge protection for each = •. ,., . ; j.�.•� ::. :' BRASS UNION FLOW SENSOR satellite controller. :�.. • • .:.•:::�:.:.... :., :..•: :.: BRASS BALL DIAMETER SAME SIZE .• VALVE AS FLOW METER SIZE L12 1 #4 REBAR PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) Contact:Tom Roden 2 PLAN I PVC SCH 40 ELL Aqua Flow PVC SCH 40 STREET ELL MINIMUM DI ANCE DOWNSTREAM 805 895-8909 5X DIAMETER OF FLOW METER SIZE 661 718-0192 (Fax) NOTE: BACKFLOW ENCLOSURE,LE MEUR OR EQUAL 24"X60"X36" HIGH END PVC SCH 80 NIPPLE MINIMUM DISTANCE UPSTREAM Mike ED AT ONE END SECURE TO HINGED ING FOOTING W/4" J BOLTS (LENGTH AS REQUIRED) 1OX DIAMETER OF FLOW Toro IPMENT TO INSIDE HOUSING) E CENTERED PVC SCH 40 STREET ELL METER SIZE (661) 433-6420 GENERAL NOTES 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION PVC SCH 40 TEE OR ELL Park and Landscape Development Section, Engineering Division PRIOR TO POURING FOOTING/FOUNDATION TAPE ALL JOINTS Community Development Department, City of Fontana (1/26/98) 2. USE 520—C-2500 CONCRETE PVC LATERAL PIPE 24" > K � IM If � BACKFLOW PREVENTERIN.T.S.15 POP-UP SPRAY HEAD N.T.S. 2 FLOW METE MASTER R/ VALVE N.T.S. 10 UM a" LAfOaG1�E atll W1 me ❑ M PW ,tom OR FINISHED GRADE 6" MIN FROM HARDSCAPES - - - = NON PRESSURE LATERAL UNE -"- ELEVATION 0@IE1gl NOIE7t Z Z — I 16r VALVE BOX • FINISH GRADE (GROUND COVER) !MONO[ IWA Meme ,MO SQWV 111111110CA ,1 I "I 36 �� a+ =1 =1 I'=1 - I_I 1= LATERAL UNE • =1 = N PLAN VIEW TYP. CONCRETE '� � M �lE>D ON ORNMN� _ =111= PRESSURE SUPPLY UNE THRUST BLOCKS 00fIRWILlER a..RT WHM . D E�o10M L roe s� eoww r neo. - CONTROLL WIRES _III J'Wfa _ _ CLEAN BACKFILL 2" MINUS / T _ 90 AM 7EtrrrntM IIB . MRM SILL a0. vF711FY E�iIK.T Ir00Ella1 t� TO 110 0110 ,_ — VIII I - ::< . I =_ ��-=� II ..J L - I� I _ 1 - E� CONTROLLER wMEs aoNour n+o ooNouc�ae alas mt a1MMUCRM W" TM IVa XMK 11=III-� I•I � hI-1 -•� I I-11=1 I I-111 � �- SAND - - =1 -- =1 -1 1-I! - -1 1= = FRONT VIEW AM aorroe -- -1 TYP. CONCRETE TO REST _r -- NTS AGAINST UNDISTURBED 6"MIN SOIL ria -M (M k 10 010 16 FINE GRANULAR MATERIAL WILL BE PLACED ON ALL ONES. NO LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE REBAR DETAIL ry. PVC IRRIGATION MAIN - IR CONTROL BOARD METER FACES INITIAL BACKFILL MEASURED 6" FROM THE TOP OFPIPE. THE REMAIN ER OF TRENCH CAN BE FILL WITH ROCK SCREENED 2"MINUS. NOTE: THRUST BLOCKS SWILL BE INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED. 2X4 REDWOOD BLOCK CONTINUOUS AROUND I CUBIC FOOT PEA GRAVEL FILL STREET METER ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% UTIUZED IN ALL (2 1/2- AND LARGER MAINLINE PIPE) STRONG BOX INSTALL ALL PVC PIPE WITH LABEL UP. #3 REBAR TO BE PLACED AROUND PIPE INTO THRUST BLOCK TYP. MODEL N0. SB- 24S5/12pV SNAKE ALL PIPE IN TRENCH. BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE SUPPLY UNE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CITY OF FONTANA,, CALIFORNIA INSTALL REDUCED PRESSURE REGULATOR PER MANUFACTURERS 6 CHANGES IN DIRECTION. INSTRUCTIONS AND LOCAL CODES. PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 REGULATOR SHOULD BE SET AT 85 PSI. SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. Drawn By: C.F.D. LANDSCAPE IMPROVEMENT PLANS 1 scar _ "— 30' CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN LKD JRO for gd MAINUNE INSTALLATION IS UNDER ASPHALT OR CONCRETE. Designed By: Desi Date: SWEEP CONDUIT FOR ELLS R.J.P. TRACT No. 16579 11/10/2004 CONTROLLER CONTRACTOR SWILL PROVIDE 24" INCHES OF COVER OVER PIPE APPROVED: •� �9 D2�26 �%� Dwg. No. 4. WIRES END VIEW SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. 3745 7 CITY ENGIN R: RICARDO SANDOVAL LIC. 51152 REDUCED PRESSURE REGULATOR N.T.S. 11 AUTOMATIC CONTROLLER N.T.S. 8 TRENCHING N.T.S. 6 THRUST BLOCK ASSEMBLY N.T.S. 3 N R I C H A R D D(DPf landscape Architililictur• Urban Design & Planning 181 N. 'E' Street, San Bernardino, CA 92401 phone (909)888-5568 fax, (909) 384-9854 e-mail rpa.la@vedzDn.net Richard Pope, Landscape Architect CAM 2664 O il,�OPADSE C�PF7 `l rn OF CAVIO� Owner/Applicant: L ilawta■ian Fmcad Nwn 4240 E. Jorepa, #1402 Oataria, CA 91764 (M) 637-3270 Attn: Gina In Sheet De5criptlon: Irrigation Details FONTANA 99 PHASE 1 AS -BUILT Date: Nerember 10, 2004 RP*A Job No.: 07 -21/06 - Drawn by: LKD GRP Revl51on5: Febreary 24, 2006 As-Beilts, October 15, 2007 RECORD DRAWINGS Sheet: L=4 Of: 7 Nft M 40 44Q 11113 A C O � ai a s = o r 'v CL as II` acU. v a r CCa ami v 0 +a E r Ole C Ii 0 Ca J Sheet De5criptlon: Irrigation Details FONTANA 99 PHASE 1 AS -BUILT Date: Nerember 10, 2004 RP*A Job No.: 07 -21/06 - Drawn by: LKD GRP Revl51on5: Febreary 24, 2006 As-Beilts, October 15, 2007 RECORD DRAWINGS Sheet: L=4 Of: 7