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HomeMy WebLinkAbout3658-9SECTION/ELEVATION QUICK COUPLING VALVE OMIT 1 FINISHED GRADE 2 VALVE BOX & COVER 3 8 QUICK COUPLING VALVE. MAINT. KEYS FOR LIVID WORK TO MATCH SEE SPECS. & LEGEND �/ CONTINUOUS BRICK SUPPORTS 5) GRAVEL (1 CU. FT.) BRASS FITTING SWING JOINT PVC MAIN LINE 7 SEE SPECS. FOR DEPTH PVC TEE OR ELBOW (TYP.) 9 BRASS NIPPLE- 6" MIN. NOTES: SEE PLANS, LEGEND AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION NOTES. INCL. KEYS W/ HOSE SWIVAL. 6 5 7 V OSPRINKLER HEAD O VIT (#PS18) PIPE STABILIZER OR EQUAL O UVR-PVC SCH 40 RI f @HEAD AND 10' O.C. ON LATERAL TAPED AT 10' ffff 0 LINE O (2) 90° STREET S O V f f f 4 4 (MIPT X FIPT) 4 4 ' f f UVR-PVC SCH 40 NIPPLE O UVR-PVC PPLY LINE gO MODULAR CONCRETE RETAINING WALL UNIT O 1/2" ING LOADED FIN. GRD. SCH 40 PVC PI G I PE SLEEVING AND TRENCHING CH VALVE (UVR) o III_III_III_III_ !!! SIARUB SPRAY ON CRIB WALL SECTION/ELEVATION O PVC MAINLINE O PRESSURE REGULATOR 11 VALVE BOX EXTENSION (PMR -25 -HF) 12 O VALVE BOX BRICK SUPPORTS O SCH. 80 UNION (� FINISHED GRADE O PVC LATERAL O TORO VALVE Og FILTER (AP4E-100) SEE LEGEND FOR MODEL 10 1 CU. FT. PEA GRAVEL SUMP O SERVICE EXPANSION COIL DRIP RCV, FILTER AND PRESS. REG. _ 10 FINISHED GRADE I ( 020 6" ROUND VALVE BOX u 0 TORO DL2000 AUTOMATIC 44 \�J FLUSH VALVE (FCH-H) 5 \ 04 TORO DL2000 3/4" MALE ADAPTER (DL-75MA-9153) 6- 7 5 TORO DL2000 BLANK TUBING 8 (A710) 9I TORO DL2000 COMPRESSION 0ADAPTER (CA710) 7 PVC PIPE 8 PVC ELBOW 1811 • O DI.•. - �9 BRICK SUPPORTS °8oo Do 0 ° 10 PEA GRAVEL SUMP (18") 10 I I - NOTES: 1. USE ONE FOR EACH INCREMENT OF 7 GPM. 6" 2. FLUSH RATE = 0.8 GPM 3. SEALING PRESSURE = 2 PSI SECTION/ELEVATION DRIP FLUSH VALVE r f f f f f f f f\!\J\f\f+ ffff 7 6 NOTE: Install valve box so that top of cover is 2" above finish grade in ground cover areas and 1/2" in turf areas. 1O FINISH GRADE 0 PVC MALE ADAPTOR (2 -required) 2O PVC UNION 7O ONE CUBIC FOOT 3/4" 3O 10" ROUND PLASTIC VALVE BOX, w/ CRUSHED ROCK locking cover branded "GV" gO 8" DIA. CL. 160 PVC SLEEVE w/ 0 GATE VALVE OR BALL VALVE w/ flared bottom contacting supply line round handle (as specified) gO BRICK BLOCKING TO SUPPORT 0 PVC MAIN LINE VALVE BOX BALL OR GATE VALVE FIN. GRD. f f f f! f f f f f f f ffflf !f!!!!f♦ \ \ \ \ \ \ \ \ \ \ \ \ + ! f f •kfkf kfkfkfkfkf1 !! !!!! ! \J\J \!. A MAIN LINE & CONTROL WIRES IN AVERAGE SOIL CONDITION DIMENSION (PIPE) A 1/2" TO 3" SIZE 18" 4",6" & 8" SIZE 24' MAIN LINE & CONTROL WIRES UNDER PAVING DIMENSION A B 21' LATERAL PIPES DIMENSION MAIN LINE ALL HEADS (UNLESS GRANULAR MATERIAL ONTROL WIRES f THREADEDCONNECTIONS WHERE APPLICA TAPED AT 10' ffff 0 INTERVALS BELOW \f4f ALLOW 6" MIN. HORIZONTAL CLEARANCE MAINLINE. V f f f 4 4 TRENCH BACKFILL TO COMPACTION SAME AS 4 4 ' f f f r f f f f f f f♦ B PAVING 2 1/2" MIN. ffffflffffff I�IIIII�II MAIN LINE 4.4 f\f\f\/\ \ \ \ 4•\ U ALL SLEEVES SHALL BE FIN. GRD. SCH 40 PVC PI G I PE SLEEVING AND TRENCHING TEE TO SUPPLY o III_III_III_III_ !!! A !lJff O ANTI -DRAIN VALVE IF NEEDED ITIIIIIIIII .111 II fff APPROVED BACKFILL ff! �M6N. SEE LOWER ff COD LEFT FOR 4 4 \ f f O A f MAIN LINE & CONTROL WIRES IN AVERAGE SOIL CONDITION DIMENSION (PIPE) A 1/2" TO 3" SIZE 18" 4",6" & 8" SIZE 24' MAIN LINE & CONTROL WIRES UNDER PAVING DIMENSION A B 21' LATERAL PIPES DIMENSION FIN. GRD. ALL HEADS (UNLESS GRANULAR MATERIAL OTHERWISE SPEC'D) fff THREADEDCONNECTIONS WHERE APPLICA g° LINE SIZE. ffff 0 •ff B CONTROL WIRES ALLOW 6" MIN. HORIZONTAL CLEARANCE !!! BETWEEN PARALLEL PIPES. COMPACT f 4 4 TRENCH BACKFILL TO COMPACTION SAME AS SLEEVE UNDER ALL f \ B PAVING 2 1/2" MIN. PAVED AREAS I�IIIII�II MAIN LINE PVC STREET ELL U ALL SLEEVES SHALL BE PVC LATERAL SCH 40 PVC PI G I PE SLEEVING AND TRENCHING TEE TO SUPPLY o III_III_III_III_ O A -�-� �_� �= O ANTI -DRAIN VALVE IF NEEDED ITIIIIIIIII .111 II -LATERAL APPROVED BACKFILL 9 �M6N. SEE LOWER 1 J 5 COD LEFT FOR f!! f r r! f O UNDER PAVING 2 MAIN LINE & CONTROL WIRES IN AVERAGE SOIL CONDITION DIMENSION (PIPE) A 1/2" TO 3" SIZE 18" 4",6" & 8" SIZE 24' MAIN LINE & CONTROL WIRES UNDER PAVING DIMENSION A B 21' LATERAL PIPES DIMENSION A ALL HEADS (UNLESS GRANULAR MATERIAL OTHERWISE SPEC'D) 18" !!! fJ •! fJ END VIEW t� 'A' IS MEASURED BELOW SAND BACKFILL OR FINE AGGREGATE BASE OF GRANULAR MATERIAL PAVING ,,-SCH*80 P.V.C., 2 X THREADEDCONNECTIONS WHERE APPLICA g° LINE SIZE. No. 3 REBAR 0 NOTE: TRENCHES TO BE WIDE ENOUGH TO B CONTROL WIRES ALLOW 6" MIN. HORIZONTAL CLEARANCE USE SEPERATE P.V.C. BETWEEN PARALLEL PIPES. COMPACT tBB SCHEDULE 40 TRENCH BACKFILL TO COMPACTION SAME AS SLEEVE UNDER ALL ADJACENT AREAS AND TO 90% COMPACTION IN B PAVING 2 1/2" MIN. PAVED AREAS I�IIIII�II MAIN LINE PVC STREET ELL U ALL SLEEVES SHALL BE PVC LATERAL SCH 40 PVC PI G I PE SLEEVING AND TRENCHING !!! fJ •! fJ END VIEW t� UVR-PVC PIPE (on grade) 500 SERIES NOZZLE Anchor rebar at 10 feet o.c. O2 SCH 80 UVR-PVC COUPLING- TEFLON TAPE O THREADEDCONNECTIONS WHERE APPLICA O No. 3 REBAR 0 UVR-PVC PIPE 0 FINISH GRADE 0 No. 3 REBAR O Install to a depth of 24 inches. UVR PVC PIPE ON GRADE NOTE: INSTALL SPRINKLER ABOVE FINISHED GRADE T 4" MAX. SHRUB BUBBLER SECTION/ELEVATION 1 FINISHED GRADE 2 VALVE BOX & COVER 3 CONTROL WIRES WITH 12" MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS 4 PVC MALE ADAPTER (TYP.) 5 PVC ELBOW OREMOTE CONTROL VALVE GRAVEL (THREE (3) CU. FT.) O OPVC LATERAL LINE SEE SPECS. FOR DEPTH OCONTINUOUS BRICK SUPPORTS 10 VALVE BOX EXTENSION 11 PVC MAIN LINE LENGTH AS REQUIRED 12 PVC TEE OR ELBOW (TYP.) 13 PVC MAIN LINE (TYP.) SEE SPECS. FOR DEPTH NOTES: SEE PLANS, LEGEND AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION NOTES. O1 500 SERIES NOZZLE GPM NOTE: (SIZE PER PLAN) O OTORO 500 SERIES STREAM PRE -FABRICATED OTORO AND FLOOD BUBBLER TRIPLE SWING JOINT ASSEMBLY 3 O PVC Sch. 40 ELL 0 O PVC Sch. 80 NIPPLE ° MODEL N0. 132-86 8 (two required) ev ,r w `,9•�u, Sch. 80 NIPPLE PVC STREET ELL U TORO PVC LATERAL OF STATIONS OPVC TEE TO SUPPLY o III_III_III_III_ O LATERAL HARDSCAPE -�-� �_� �= O ANTI -DRAIN VALVE IF NEEDED ITIIIIIIIII .111 II 10 APPROVED BACKFILL 9 �M6N. : 1 J 5 COD M N. f!! f r r! f O I 2 RI HT -SID 570S -10Q -PC SHRUB POP-UP OMM. CABLE 8 LATERAL SHRUB BUBBLER SECTION/ELEVATION 1 FINISHED GRADE 2 VALVE BOX & COVER 3 CONTROL WIRES WITH 12" MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS 4 PVC MALE ADAPTER (TYP.) 5 PVC ELBOW OREMOTE CONTROL VALVE GRAVEL (THREE (3) CU. FT.) O OPVC LATERAL LINE SEE SPECS. FOR DEPTH OCONTINUOUS BRICK SUPPORTS 10 VALVE BOX EXTENSION 11 PVC MAIN LINE LENGTH AS REQUIRED 12 PVC TEE OR ELBOW (TYP.) 13 PVC MAIN LINE (TYP.) SEE SPECS. FOR DEPTH NOTES: SEE PLANS, LEGEND AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION NOTES. QA MASTER VALVE CONC. WALK OR CURB 1 /2" a ll's w .j A FINISH GRADE '•- HI POP SHRUB HEAD PVC STREET ELL (SCH 40). SCH 80 NIPPLE LATERAL LINE WITH 6" MIN. LENGTH PVC TEE OR ELL DOUBLE SWING .JOINT 2 EA. PVC STEET ELLS NOTE: INSTALL HI -POP' IRR. HEAD 1 1/2" ABOVE -F.G. F.G. 1 1/2" BELOW HARDSCAPE INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE SHRUB SPRAY ON RISER (TRIPLE SWING JOINT) REMOTE CONTROL VALVE SWING JOINT (two UVR GPM NOTE: short nipples and two UVR O FINISH GRADE CONTRACTOR MAY USE PRE -FABRICATED OTORO NETWORK 8000 TRIPLE SWING JOINT ASSEMBLY 2 O HEAD IRRIGATION CONTRO R O OMIT PVC Sch. 40 ELL MODEL N0. 132-86 8 CHECK VALVE (UVR) OPVC Sch. 80 NIPPLE SEE PLAN FOR N BER 0 TORO (two required) OF STATIONS 1 UVR-PVC SCH 40 NIPPLES G)3/4" COND FOR UVR-PVC SUPPLY LINE 3 PVC STREET ELL INPUT PO R PER LOCAL 30 8 (#PS18) & NATI AL ELECTRICAL �M6N. O J J f!! J COD M N. f!! f r r! f O 3 " CONDUIT FOR 2 RI HT -SID 570S -10Q -PC SHRUB POP-UP OMM. CABLE SECTION/ELEVATION LATERAL PEDESTAL MOUNT CONTROLLER 3/4" CONDUIT FOR GROUND 3 5 55 3" CONDUIT FOR VALVE O7 PRESSURE SUPPLY LINE O2 AND SENSOR WIRES 4 6 O CONCRETE FOOTING Og 7 O FINISHED GRADE j 4 O"SNAP-TITE" SLOPE TO DRAIN 10 24" MIN. EXPANSION LOOP O PVC MALE ADAPTER (2- req.) 0 . ORO © 6" IN. SEE' 15 90° 'A' SPECS. ORO 570S -15T -PC SHRUB POP-UP 1.25 QA MASTER VALVE CONC. WALK OR CURB 1 /2" a ll's w .j A FINISH GRADE '•- HI POP SHRUB HEAD PVC STREET ELL (SCH 40). SCH 80 NIPPLE LATERAL LINE WITH 6" MIN. LENGTH PVC TEE OR ELL DOUBLE SWING .JOINT 2 EA. PVC STEET ELLS NOTE: INSTALL HI -POP' IRR. HEAD 1 1/2" ABOVE -F.G. F.G. 1 1/2" BELOW HARDSCAPE INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE SHRUB SPRAY ON RISER (TRIPLE SWING JOINT) O SWING JOINT (two UVR GPM NOTE: short nipples and two UVR O FINISH GRADE CONTRACTOR MAY USE PRE -FABRICATED O4 POP UP SPRAY TRIPLE SWING JOINT ASSEMBLY 2 O HEAD SEE O O3 PVC Sch. 40 ELL 0.19 CHECK VALVE (UVR) OPVC Sch. 80 NIPPLE (2) V.I.T. (#ST9) SPRINKLER 0 TORO (two required) SPECS. 1 UVR-PVC SCH 40 NIPPLES 900 O UVR-PVC SUPPLY LINE 3 PVC STREET ELL V.I.T. PIPE STABILIZER 30 8 (#PS18) M6N. �M6N. CC HEAD AND 10' O.C. ON LATERAL J J f!! J MIN. M N. f!! f r r! f OPVC FR T p RI HT -SID 570S -10Q -PC SHRUB POP-UP SECTIO ELEVATION SECTION/ELEVATION LATERAL PEDESTAL MOUNT CONTROLLER 'A' (NOT FOR METERED SITUATION) O CONTROL VALVE O7 PRESSURE SUPPLY LINE O2 FINISH GRADE ® ONE CUBIC FT. CRUSHED ROCK 8 PLASTIC VALVE BOX w/ locking cover marked "RCV" and Og COMMON & CONTROL WIRES. CONTROL CONDUCTOR SHALL BE 90° sequence number branded on cover. j BLUE AND NEUT., WHITE WITH STRIPE. O"SNAP-TITE" ELECTRICAL CONNECTORS 10 24" MIN. EXPANSION LOOP O PVC MALE ADAPTER (2- req.) 0 . ORO © PVC SCH. 40 45° ELL (4- req.) 30 15 QA MASTER VALVE CONC. WALK OR CURB 1 /2" a ll's w .j A FINISH GRADE '•- HI POP SHRUB HEAD PVC STREET ELL (SCH 40). SCH 80 NIPPLE LATERAL LINE WITH 6" MIN. LENGTH PVC TEE OR ELL DOUBLE SWING .JOINT 2 EA. PVC STEET ELLS NOTE: INSTALL HI -POP' IRR. HEAD 1 1/2" ABOVE -F.G. F.G. 1 1/2" BELOW HARDSCAPE INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE SHRUB SPRAY ON RISER (TRIPLE SWING JOINT) 4 N T 5 3 5 b -� LAWN / SHRUB POP-UP (TRIPLE SWING JOIN O SPRINKLER HEAD O UVR-PVC SCH 40 RISER O SWING JOINT (two UVR GPM NOTE: short nipples and two UVR O FINISH GRADE CONTRACTOR MAY USE PRE -FABRICATED O4 POP UP SPRAY TRIPLE SWING JOINT ASSEMBLY 2 O HEAD 'A' O O3 PVC Sch. 40 ELL 0.19 CHECK VALVE (UVR) OPVC Sch. 80 NIPPLE (2) V.I.T. (#ST9) SPRINKLER 0 TORO (two required) 2" MIN. / 12" MAX. 1 UVR-PVC SCH 40 NIPPLES 900 O UVR-PVC SUPPLY LINE 3 PVC STREET ELL V.I.T. PIPE STABILIZER 30 8 (#PS18) PVC LATERAL T CC HEAD AND 10' O.C. ON LATERAL J J f!! J 0.50 LINE f!! f r r! f OPVC TEE TO SUPPLY p TORO 570S -10Q -PC SHRUB POP-UP 0.40 30 LATERAL \ \ \ \ \ \ \ \ \ \ \ \ \ ! ! f ! r r J J ! ! ! ! 'A' V/ 2 \ \ \ \ " ' • f J ! g HARDSCAPE f f f f+//♦ f f f f f ! ! 10 f f r f f J f 'A' ANTI -DRAIN VALVE IF NEEDED ORO 8 0.50 30 \ 90° 'A' 4 N T 5 3 5 b -� LAWN / SHRUB POP-UP (TRIPLE SWING JOIN O SPRINKLER HEAD O UVR-PVC SCH 40 RISER k \ \ \ \ \ 4 \ \ \ \ \ \ \ \ \ \ \ \ \ f! r f f f f f f f! f f r f f f f f f \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 4 \ \ R J! J! J J J J J!! J J f f! f f r •! !!!ff!/fJJJffJfr f!!f- •JlfJ! ffff ♦ff • f SHRUB SPRAY (ON GRADE) USED ON SLOPES OF 41+ IN ELEVATION ONLY. IRRIGATION LEGEND (Spray Heads) SYMBOL O SWING JOINT (two UVR GPM PSI short nipples and two UVR ARC DETAIL 90' elbows.) TORO O4 No. 4 REBAR INSTALL 30 5 24" INTO SLOPE 'A' O 1/2" SPRING LOADED 1 0.19 CHECK VALVE (UVR) 5 6O (2) V.I.T. (#ST9) SPRINKLER 0 TORO TIES /71\2 0 UVR-PVC SCH 40 NIPPLES 900 O UVR-PVC SUPPLY LINE 3 O V.I.T. PIPE STABILIZER 30 8 (#PS18) 'A' T CC HEAD AND 10' O.C. ON LATERAL 570S -8H -PC SHRUB POP-UP 0.50 LINE k \ \ \ \ \ 4 \ \ \ \ \ \ \ \ \ \ \ \ \ f! r f f f f f f f! f f r f f f f f f \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 4 \ \ R J! J! J J J J J!! J J f f! f f r •! !!!ff!/fJJJffJfr f!!f- •JlfJ! ffff ♦ff • f SHRUB SPRAY (ON GRADE) USED ON SLOPES OF 41+ IN ELEVATION ONLY. IRRIGATION LEGEND (Spray Heads) SYMBOL MANUFACTURER MODEL NUMBER / DESCRIPTION GPM PSI RAD ARC DETAIL 7 TORO 570S -5Q -PC SHRUB POP-UP 0.09 30 5 900 'A' 'N' ORO 570S -5H -PC SHRUB POP-UP 0.19 30 5 180' 'A' 0 TORO 570S -8Q -PC SHRUB POP-UP 0.24 30 8 900 'A' V/ ORO 570S -8H -PC SHRUB POP-UP 0.50 30 8 180' 'A' T ORO 570S -8H -PC SHRUB POP-UP 0.50 30 8 180° 'M' p TORO 570S -10Q -PC SHRUB POP-UP 0.40 30 10 90° 'A' V/ TORO 570S-1 OH -PC SHRUB POP-UP 0.71 30 10 180' 'A' V ORO 570S -12Q -PC SHRUB POP-UP 0.50 30 12 90° 'A' j ORO 570S -12H -PC SHRUB POP-UP 1.09 30 12 180° 'A' 0 . ORO 570S -15Q -PC SHRUB POP-UP 0.85 30 15 90° 'A' 12-08-03 ORO 570S -15T -PC SHRUB POP-UP 1.25 30 15 120° 'A' V ORO 570S -15H -PC SHRUB POP-UP 1.65 30 15 180° 'A' O ORO 570Z -6P -COM -5Q -PC SHRUB POP-UP 0.09 30 5 90° 'B' V ORO 570Z -6P -COM -5H -PC SHRUB POP-UP 0.19 30 5 180° 'B' M TORO 570Z -12P -COM -8Q -PC SHRUB POP-UP 0.24 30 8 90° 'B' V TORO 570Z -12P -COM -8H -PC SHRUB POP-UP 0.50 30 8 180° 'B' Q TORO 570Z -12P -COM -1 0Q -PC SHRUB POP-UP 0.40 30 10 90° 'B' v ORO 570Z -12P -COM -1 OH -PC SHRUB POP-UP 0.71 30 10 180° 'B' �- LO 9LO ORO 570Z-12P-COM-I2Q-PC SHRUB POP-UP 0.50 30 12 90° 'B' y ORO 570Z-12P-COM-I2H-PC SHRUB POP-UP 1.09 30 12 180° 'B' ORO 570Z-12P-COM-I5Q-PC SHRUB POP-UP 0.85 30 15 90° 'B' ORO 570Z-12P-COM-I5T-PC SHRUB POP-UP 1.25 30 15 120° 'B' V ORO 570Z-12P-COM-I5H-PC SHRUB POP-UP 1.65 30 15 180° 'B' ct TORO 570Z -6P -COM -5Q -PC TURF POP-UP 0.09 30 5 90° 'B' ® ORO 570Z -6P -COM -5T -PC TURF POP-UP 0.14 30 5 120' 'B' a TORO 570Z -6P -COM -SH -PC TURF POP-UP 0.19 30 5 180' 'B' ts TORO 570Z -6P -COM -8Q -PC TURF POP-UP 0.24 30 8 90° 'B' ORO 570Z -6P -COM -8T -PC TURF POP-UP 0.30 30 8 120' 'B' g ORO 570Z -6P -COM -8H -PC TURF POP-UP 0.50 30 8 180° 'B' m ORO 570Z -6P -COM -1 0Q -PC TURF POP-UP 0.40 30 10 90° 'B' ® ORO 570Z -6P -COM -1 OT -PC TURF POP-UP 0.52 30 10 120' 'B' m ORO 570Z -6P -COM -1 OH -PC TURF POP-UP 0.71 30 10 180° 'B' ORO 570Z -6P -COM -12Q -PC TURF POP-UP 0.50 30 12 90° 'B' ORO 570Z -6P -COM -12T -PC TURF POP-UP 0.72 30 12 120° 'B' b ORO 570Z -6P -COM -12H -PC TURF POP-UP 1.09 30 12 180' 'B' (D TORO 570Z -6P -COM -12F -PC TURF POP-UP 2.19 30 12 360' 'B' ORO 5702 -6P -COM -1 SQ -PC TURF POP-UP 0.85 30 15 90° 'B' ORO 570Z -6P -COM -1 5T -PC TURF POP-UP 1.10 30 is 180° 'B' ORO 570Z -6P -COM -15H -PC TURF POP-UP 1.65 30 15 180° 'B' ORO FB -25 -PC FLOOD BUBBLER 1 0.25 1 30 1 3 1 360° IRRIGATION LEGEND (Equipment) CITY OF FONTANA SYMBOL MANUF. / ITEM: MODEL NO: / DESCRIPTION DETAIL REF. ®SUPERIOR CU Model No: 950 SERIES BRASS GLOBE VALVE. 'D' Iii VALVE (SEE PLAN FOR SIZE) DESIGNED BY: C) TORO P-220 SERIES VALVE, AP4E-100 FILTER & PMR25-HF 'N' Fv TORO FCH-H FLUSH VALVE i 'N' 0 TORO YD -500-34 AIR/ VACUUM RELIEF VALVE 'p' TORO DL 2000 SERIES 'RPG -418' LANDSCAPE DRIPLINE WITH INLINE PRESSURE Q. M COMPENSATING INLINE 1.0 GPH EMITTERS AT 18" O.C. W� APPROVED PVC PIPE SCH 40 PVC PIPE. W w0) MODEL# 220-1.25B FLOW METER T ODATA INDUSTRIAL 0 4 FEBCO Model #825 Y 2" SIZE BACKFLOW PREVENTOR W/ SBBC-45SS 'G' X STAINLESS STEEL ENCLOSURE. W I® RAINBIRD Model No.: 33DLRC 'L' W QUICK COUPLER WITH LOCKING YELLOW VINYL COVER, PROVIDE MATCHING HOSE ELL. U OGRISWOLD coz MODEL# 2160 NORMALLY CLOSED MASTER VALVE. SEE PLAN FOR SIZE. < NOU HAMMOND Model No: 8301-04 H' W 0 0 BALL VALVE LINE SIZE W/ OVAL HANDLE .: TORO TORO SENTINEL ESB48U-24SM-OS1-V (48) STATION FIELD SATELLITE CONTROLLER. 'E' CONTROLLER MOUNTED IN STRONG BOX MODEL #SB-24SS/120V (STAINLESS STEEL). 0 . CEN -305.01 Provide Cambell Scientific Inc,TE525 tipping bucket M DATE (Heavy Duty Model) 12-08-03 Provide ground rod and surge protection for each O CH satellite controller. N 0 M CHECKED Contact: Mike Dobis Park and Landscape Development RB Q Turf Star Section, Engineering Division F 0 SHEET TITLE (800) 774-8873 (Main Office) Community Development Department, IRRIGATION City of Fontana (1/26/98) DETAILS & LEGEND APPROVED SCH. 40 PVC PIPE, 4" MIN. INSTALL 24" MIN. COVER I' ,r Ci WIRE CONDUIT EXTEND 12" PAST EDGE OF HARDSCAPE M 0 REVISIONS APPROVED Model No: CLASS 200 PVC PIPE. 2P -44P,942 DR,aw� LATERAL LINE SIZE AS NOTED ON PLAN - 12" MIN. COVER. NO 1/2" PIPE LINE. J A PACIFIC PLASTICS UVR-PVC SCH. 40 PIE, ON GRADE. SIZE AS NOTED ON PLAN. IS BROWN LINE APPROVED Model No: 1 1/2" OR SMALLER (SCH 40 PVC PIPE). 2" AND LARGER (CL. 315 PVC PIPE) q MAIN LINE SIZE AS NOTED ON PLAN - 18" MIN. COVER A -------- APPROVED Model No: SCH. 40 PVC PIPE 4" MIN., INSTALL 18" BELOW GRADE. I - - - - - - - - PIPE SLEEVE EXTEND 12" AST EDGE OF HARDSCAPE. �- LO 9LO 0 EXISTING DOMESTIC IRRIGATION WATER METER, (INSTALLED BY WATER PURVEYOR) --- ® WATER METER ALL PERMITS, FEES, ETC. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. M CITY OF FONTANA DRAWN BY: 0 Co SCALE: Z COYOTE CANYON CU O STREETSCAPES PHASE 1 Iii F- 0 DESIGNED BY: 17Z -#= 1G32 DATE: CHECKE APPRovE6 BYL,11 LOJ DWG NO. yY_1_14_1Cz11TY #3658 ENGINEER R.C.E. 51152 0 O FINISH GRADE O BRASS ELLS IRRIGATION NOTES O BRASS PIPE AND FITTINGS ® PVC MAIN TO SYSTEM ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE ADV (ANTI -DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL O3 BAILEY LINE SIZE'Y' STRAINER W/ SLEEVES. ALL SLEEVE SHALL BE A MINIMUM OF TWICE THE DIAMETER OF THE CONTENTS TO BE INSTALLATION ONLY AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO 100 O STRONGBOX SMOOTH TOUCH SLEEVED OR AS INDICATED ON THE DRAWINGS. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON-SITE GRADES. IF THERE IS MESH MIN. MONEL SCREEN. BACKFLOW COVER W/ LOCK BOX. SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND THE ® BACKFLOW PREVENTER ASSEMBLY See legend for model number LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED PER THE DETAIL. Use ball valves in lieu of gate valves for 10 8" THICK CONCRETE FOOTING (2500 ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED 2" & smaller assemblies PSI). SIZE ACCORDING PRIOR TO PAVING. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT TO ENCLOSURE SPECIFICATION THE SITE PRIOR TO COMMENCEMENT WITH ANY WORK UNDER THIS CONTRACT. O UNION PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE 11 MIN. 8"x16" BLOCKOUT FILLED WITH SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND © CONCRETE STABILIZER (1 CU. FT.) CRUSHED ROCK FOR AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE SAID TIME OF REJECTION. PROPERTY DAMAGE INSURANCE AS REQUIRED BY THE OWNER. DRAINAGE NOTE: FORM ENCLOSURE FTG. AND FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE OWNER'S INSTALL ALL EQUIPMENT AND MATERIALS AS SHOWN ON THE DRAWINGS AND PER THE LOOSE KEY REQUEST CITY INSPECTION REPRESENTATIVE AND WITH THE CONSENT OF THE CITY INSPECTOR. SPECIFICATIONS. HOSE BIB 3 4 PRIOR TO POUR. - - - - - - 120 V.A.C. ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL CONTACT THE THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE LANDSCAPE ARCHITECT AND COORDINATE ALL INSPECTIONS 17, -- ---- TO THE CONTROLLER. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING �I I ALL SPRINKLER HEADS SHALL BE PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES �J I AND BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT 2 7 AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DSIGN ACCEPTED IN WRITING BY THE OWNER. 4" LR. I' _ J I CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE OD �= 5 CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. THIS SYSTEM DESIGN IS BASED ON THE REGULATED OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE CONNECTION. DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION ' `;'\'\• \'\'\'\'\ CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS • ' f \!*'\.\;\ #4 REBAR HORIZ. HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. 10 \ 11 6 THROUGHOUT CONC LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 150 PSI DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS FOR THREE HOURS AND SHALL BE PROVEN WATER TIGHT. 7 OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL 8 AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE ACCEPTANCE OF THE WORK. IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECES� SARY. PER ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED A" ALL MATERIALS AND EQUIPMENT SHALL CONFORM TO APPLICABLE STATE OF CALIFORNIA REDUCED PRESSURE BACKFLOW PREVE NTOR MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. S AND LOCAL CODES. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. 7 0 Co 7 Z N CU O �' Iii F- 0 ♦V^/ A V) Z W 0 0 0 U) o� � M lid 1:i � 0 M U W� a)0) W w0) z _jw p 0 0 VU J z X W j F- Z ~ Qv W z F -- U U coz O < NOU 7 7 CU Iii ♦V^/ A V) W U) lid 1:i � z p 0 z U U Q O < 'b 0 �- Z W 0 0 < Z .: ELLL 13 JOB NUMBER 0 . CEN -305.01 M DATE �. 12-08-03 1113 DRAWN O CH N 0 M CHECKED J RB Q F 0 SHEET TITLE IRRIGATION m DETAILS & LEGEND C SCALE ,r Ci 1/8"=1'-0" M 0 REVISIONS O 2P -44P,942 DR,aw� o Fill, A J A Q 0 M m A 0 A z 0 N �- LO 9LO 0 r M J H m Cn H SECTION/ELEVATION 1--