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Home My WebLink About3541-6� !II 30 INCH LINEAR LENGTH OF WIRE, CLEAN BACK FILL SATURATE AND COMPACT TO 90� FINISH GRADE/TOP OF MULCH COILED WATER PROOF CONNECTION HARDSCAPING QUICK— COUPLING OF 2) QUI RAIN CB RDLIMODEAL 33DRC ID TAG IIII IIS m��NON NATIVE BACKFILL 2" MINUS ` `'% �� FINISH GRADE VALVE Box ,.,--VALVE B80X WITH COVER: =11 I I I II I I I I III-� % VALVE BOX WITH COVER: O ; 6—INCH SIZE FINIS GRADEFINISH GRADE/TOP OF MULCH -I n # -IIIPRESSURE LATERAL LINE W/SLEEVE BRASS NIPPLE (GI D CGVER) \>T y (LENGTH AS REQUIRED) ti N REMOTE CONTROL VALVE: x � I II I II I I �r x �� ., � PRESSURE SUPPLY LINE W/SLEEVE i tt ��, 3" MIN. k . y., n i_ 3 -DEPTH ol 3/4 -INCH WASHED GRAVEL PVC SCH 80 NIPPLE (CLOSE) _`_~ CONTROL WIRE SLEEVE r/ SAND BACK FILL , BRASS STREET ELL PVC SCH 40 ELL PVC SCH 80 NIPPLE BRICK (1 OF 2) 2" MIN _I -I I_I� TRI ' II 1111 LINE SIZE BRASS GA'L'E VALVE Jy \\` o (LENGTH AS REQUIRED) — " — — BRASS NIPPLE WATER SERVICE LINE — h 6 i'" "4 "" (LENGTH AS REQUIRED) (if applicable) �� J JI�Go ��o �;°OoO�� l—BRICK (1 OF 4) lo MIN BRASS STREET ELL T �� I SCH 80 NIPPLE (2—INCH LENGTH, NOTES: / --- PVC MALE ADAPTOR HIDDEN) AND SCH 40 ELL I; —•- Ili ---►- _ INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE !SUPPLY LINE, SIZE PER Y ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE PVC IRRIGATION MAIN PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL SLEEVED. PVC MAINLINE PIPE 2x4REDWOOD BLOCK PVC SCH 40 TEE OR ELL * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL BRASS ELL coNTlNuous AROUND I cuBlc Fool GRAVEL FILL TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. 2" x 2" REDWOOD STAKE W/ PVC SCH 40 MALE ADAPTER STAINLESS STEEL GEAR SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY PVC LATERAL PIPE INSPECTOR CLAMPS OR EQUIVALENT PVC SCH 80 UNION FOR 3.0—INCH MINIMUM DEPTH OF NOTE: SUPPORT SYSTEM SERVICING ASSEMBLY 3/4—INCH WASHED GRAVEL IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT' GROUND LEVEL. NOMINAL QUICK COUPLING VALVE INLET SIZE. GATE VALVEQUICK—COUPLINGN.T.S. 9 REMOTE CONTROL VALVE N.T.S. 7 SLEEVING N.T.S. 4 VALVE N.T.S. 1 MONSON CITY III' ITY OF FONTANA IRRIGATION CONTROLLER STANDARD FOR COMMUNITY FACILITIES DISTRICTS PRESSURE REGULATOR IF SET (CFD'S) ONQSITE DDRAWINGS SHOWN 'REDUCE PRESSURE ## BACKFLOW PREVENTER 1. Toro Network 8000 Model # 132-86-08, 32 station field STRAIHEMOD40 BRASS NIPPLE MESsatellite controller. BRASS ELBOW �� BRASS ELBOW 2. Mount in Strong Box Model No. SB-24SS/120V. o BRASS UNION '� '! BRASS PIPE PLANT MATERIAL RELIEF PORT (Stainless Steel) BRASS BALL LOOSE KEY BRASS BALL VALVE HOSE BIB , 18 ` VALVE BRASS PIPE �, ' ! LOCK Box FINISH GRADE/TOP OF MULCH 3. Provide Rainrnaster 32 PC Pigtail for remote control) _RO111 11 R0 Operation. 8" _ #4 REBAR 18" 18" 4. Provide Cambell Scientific Inc,TE525 ti NORPpi 9 In bucket �� = �'` - FOOTING/FOUNDATION (Heavy Duty Model) PRESSURE CONC. STABILIZER PRESSURSUPPLY UPPLYE 5. Provide Sensor Input Board (SIB) Model #995-63 to (INTAKE)LINE (TRUST BLOCK) FRONT (DISCHARGE)S POP—UP SPRAY SPRINKLER: RAIN BIRD 1800 interface with flow meter and rain shut off device. BACKFLOW ENCLOSURE 6. Provide Radio Link Kit #89-7611 to communicate with r 3/4" GRAVEL (SEE NOTE BELOW) BRASS ELBOW satellite controller. I I rv� ��n �� JIICGCI CLL 12' PLAN12' #4 REBAR _ PVC SCH 80 NIPPLE Contact: Curtis Newman - - (LENGTH AS REQUIRED) California Turf NOTE: BACKFLOW ENCLOSURE,LE MEUR PVC SCH 4O STREET ELL 619 520-6181 OR EQUAL 24"X60"X36" HIGH C N I END - 619 AT ONE END SECURE TO I_ � V 619 793-3999 Pager) 6"X8" FOOTING W/4" J BOLTS 800 774-8873 Main Office) (EQUIPMENT TO BE CENTERED INSIDE HOUSING) PVC SCH 40 TEE OR ELL Park and Landscape Development Section, Engineering Division Community Development Department, City of Fontana (1/26/98) GENERAL NOTES PVC LATERAL PIPE 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION 24" PRIOR TO POURING FOOTING/FOUNDATION NOT USED N.T.S. 10 --EXACT LOCATION of CONTROLLER SHALL BE AGREED BACKFLOW PR EVE NTE R ! N.T.S. 5 POP—UP SPRAY HEAD N.T.S. 2 UPON BY EDISON, CITY LANDSCAPE INSPECTOR AND r� WIRE E �M�PRIOR TO ANY TRENCHING OR 14L�J �1 FINISHED GRADE 6 6" MIN FROM HARDSCAPES GENERAL NorEs. z x �'; NON PRESSURE LATERAL LINE _z II yam, �> -11 7f tt PROVIDE 100A METER AND 5GA/2P MAIN C�B WHERE INDICATED LATERAL LINE 3 6 -III �� - ON DRAWINGS PROVIDE PANELBOAIRD WHERE INDICATED ON DRAWINGS - PRESSURE SUPPLY LINE PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED ON DRAWINGS. _=- CONTROLL WIRES ->x -I TERMINATE AT EXISTION HANDHOLE. PER S.C.E. COMPANY REO. SWEEP VERIFY EXACT LOCATION AND TERMINATION REQ. WITH S.C.E. CO. — � GLEAN BACKFILL ELLS CONDUIT FOR PRIOR TO TRENCHING - CONTROLLER — WIRES CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC CONDUIT — FRONT VIEW AND COPPER CONORS DUCTWITH TYPE-MHN/THWN- INSULATION. III III —III—III NTS 6"MIN 10 16 FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO IR CONTROL LARGER THAN 1/2- INCH IN SIZE. THIS WILL BE PERMITTED IN THE BOARD INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER METER FACES OF TRENCH CAN BE FILL WITH ROCK SCREENED' 2" MINUS. STREET METER ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% STRONG BOX INSTALL ALL PVC PIPE WITH LABEL UP. MODEL NO. SB- 24SS/120V SNAKE ALL PIPE IN TRENCH. BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURESUPPLY 3 6" " CHANGES IN DIRECTION. A SERVICE LOOP AT ALL 90 DEGREE CITY OF FO N IT AND ANA CALIFORNIA PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 77 _ SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. Drawn By: Scale: CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN K'0 C.F.D. LANDSCAPE IMPIIRCVETVIEN ' PLANS "= 30' SW MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. f o res! Designed B SWEEP CONDUIT FOR g y: DDate: ELLS CONTROLLER CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE R. J. P. TRACT No. 16" 2'a 0 3 10/'200 END VIEW SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE APPROV _ Dwg. o. 6 INTI 3 AND LARGER. CITY NGINEER� RICAK 0 SANDOVA EIC.#51 5� EX .12j31�G1 3541 9 NOT USED N.T.S. 11 AUTOMATIC CONTROLLER N.T.S. 8 TRENCHING �� NOT ED I N.T.S. 0 0 USED ON. 13 L'_J Landscape Architecture Urban Design & Planning 181 N. 'E' Street, San Bernardino, CA 92401 phone: (909) 888-5568 fax: (909)384-9854 e-mail: rpa.laCvedzon.net Richard Pope, Landscape Architect CA# 2664 vl ,N_DSCA P CC CY)C', 11 OF F CAL1F / Owner/Applicant: Strathar, Homes, Inc. 2201 Dupont Drive, Suite 3100 Irvine, CA 92612 (949) 833-1554 Attn: Dike Aller central command. All radio equipment shall be compatible with VHF. 0 am UNION PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) _ _ '' •� j ° •� =� =- '.-BRASS ® - d': 7. Provide ground rod and surae protection for each _..: _'•:: -_._ ..: • ! = .. .: - �' BRASS BALL VALVE III -PVC SCH 40 ELL r, y satellite controller. I I rv� ��n �� JIICGCI CLL 12' PLAN12' #4 REBAR _ PVC SCH 80 NIPPLE Contact: Curtis Newman - - (LENGTH AS REQUIRED) California Turf NOTE: BACKFLOW ENCLOSURE,LE MEUR PVC SCH 4O STREET ELL 619 520-6181 OR EQUAL 24"X60"X36" HIGH C N I END - 619 AT ONE END SECURE TO I_ � V 619 793-3999 Pager) 6"X8" FOOTING W/4" J BOLTS 800 774-8873 Main Office) (EQUIPMENT TO BE CENTERED INSIDE HOUSING) PVC SCH 40 TEE OR ELL Park and Landscape Development Section, Engineering Division Community Development Department, City of Fontana (1/26/98) GENERAL NOTES PVC LATERAL PIPE 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION 24" PRIOR TO POURING FOOTING/FOUNDATION NOT USED N.T.S. 10 --EXACT LOCATION of CONTROLLER SHALL BE AGREED BACKFLOW PR EVE NTE R ! N.T.S. 5 POP—UP SPRAY HEAD N.T.S. 2 UPON BY EDISON, CITY LANDSCAPE INSPECTOR AND r� WIRE E �M�PRIOR TO ANY TRENCHING OR 14L�J �1 FINISHED GRADE 6 6" MIN FROM HARDSCAPES GENERAL NorEs. z x �'; NON PRESSURE LATERAL LINE _z II yam, �> -11 7f tt PROVIDE 100A METER AND 5GA/2P MAIN C�B WHERE INDICATED LATERAL LINE 3 6 -III �� - ON DRAWINGS PROVIDE PANELBOAIRD WHERE INDICATED ON DRAWINGS - PRESSURE SUPPLY LINE PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED ON DRAWINGS. _=- CONTROLL WIRES ->x -I TERMINATE AT EXISTION HANDHOLE. PER S.C.E. COMPANY REO. SWEEP VERIFY EXACT LOCATION AND TERMINATION REQ. WITH S.C.E. CO. — � GLEAN BACKFILL ELLS CONDUIT FOR PRIOR TO TRENCHING - CONTROLLER — WIRES CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC CONDUIT — FRONT VIEW AND COPPER CONORS DUCTWITH TYPE-MHN/THWN- INSULATION. III III —III—III NTS 6"MIN 10 16 FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO IR CONTROL LARGER THAN 1/2- INCH IN SIZE. THIS WILL BE PERMITTED IN THE BOARD INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER METER FACES OF TRENCH CAN BE FILL WITH ROCK SCREENED' 2" MINUS. STREET METER ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% STRONG BOX INSTALL ALL PVC PIPE WITH LABEL UP. MODEL NO. SB- 24SS/120V SNAKE ALL PIPE IN TRENCH. BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURESUPPLY 3 6" " CHANGES IN DIRECTION. A SERVICE LOOP AT ALL 90 DEGREE CITY OF FO N IT AND ANA CALIFORNIA PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 77 _ SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. Drawn By: Scale: CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN K'0 C.F.D. LANDSCAPE IMPIIRCVETVIEN ' PLANS "= 30' SW MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. f o res! Designed B SWEEP CONDUIT FOR g y: DDate: ELLS CONTROLLER CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE R. J. P. TRACT No. 16" 2'a 0 3 10/'200 END VIEW SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE APPROV _ Dwg. o. 6 INTI 3 AND LARGER. CITY NGINEER� RICAK 0 SANDOVA EIC.#51 5� EX .12j31�G1 3541 9 NOT USED N.T.S. 11 AUTOMATIC CONTROLLER N.T.S. 8 TRENCHING �� NOT ED I N.T.S. 0 0 USED ON. 13 L'_J Landscape Architecture Urban Design & Planning 181 N. 'E' Street, San Bernardino, CA 92401 phone: (909) 888-5568 fax: (909)384-9854 e-mail: rpa.laCvedzon.net Richard Pope, Landscape Architect CA# 2664 vl ,N_DSCA P CC CY)C', 11 OF F CAL1F / Owner/Applicant: Strathar, Homes, Inc. 2201 Dupont Drive, Suite 3100 Irvine, CA 92612 (949) 833-1554 Attn: Dike Aller Sheet De5crlptlon: Irrigation Details Date: March 10, 2004 RP*A Job No.: 04-05 Drawn by: LKO SMI: Revl5Ions: Sheet: aI 11173 U0 Of: 9 CO3 0 am let tr �' III y � v VONCa .F a.+ 0 y O Cc .0 Cc O G7 v O C inOMEMO -an CO) O O' r= U� M E ai y I- COD0 iC 1I A Sheet De5crlptlon: Irrigation Details Date: March 10, 2004 RP*A Job No.: 04-05 Drawn by: LKO SMI: Revl5Ions: Sheet: aI 11173 U0 Of: 9