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Home My WebLink About5073-7-0 (A 0 0 M 0 1 z G Sr 3 0- W rn rn X 4 X M rn U) 1-11 0 z I'll, E -7 N07E: ALL POWER WIRES, GROUNO WIRES ETC. SKAa BE NOTE: INSTALL BACKFLOW PREVENTER AS REQ. BY LOCAL CODES SVW�ATMY SLM11Z ANO SWEPT I'HROUGH Qty of Fontana ENCLOSED PAD WITH SCH 40 MG(D CONDUfr AND HEALTH DEPT. VERIFY LOCAL REQS. PROR TO INSTALLATION. "ACY -IOCKnON OF COWRKLM S14ALL BE AOf�EEO ALL SLEEVING SHALL SE A MINIMUM Or 18" BELOW Inication Controller Standard APPROVED VALVE E30X RAINBIRD ID TAG: NUMBERED UPOR gy E111 LAND$CAPE MSPMOR AM FINISHED GRAM. ALL SLEEMNO PS A O�WHIC REPRESMATION TO MATCH DRAWINGS CONTRACIOR PRIV70 MY TnNtHwo OR OF A IYP. INSTALIATION. For Communities Facilities Districts REDUCED PRESSURE APPROVED GUARDSHACK Wff Mkcafgw REMOTE CONTROL VALVE APPROVED WATERPROOF CONNECTORS BACKFLOW PREVENTER ENCLOSURE (GREEN) PVC SCH. 80 MZE OF CONC. SLAS - r tHIOX NIPPLE & UNION. EXPANSION LOOP W/#4 REM$ AT 12* O�10, TYP PVC SC.40 ELBOW BALL VALVE /-BRASS NIPPLES PVC MALE ADAPTER CENER& N=- (2) TOTAL r - - - - - - - - - - - - - - - (4" MIN. LENGTH) 1" TURF AREAS PROVM 100A METER MD 5OA/2P IWN 10/0 MERE MMED FINISH GRADE 2" SHRUB AREAS VERIFY W/ LOCAL SOTT04MW 0ROU00 WELL Toro Sentinel controller installed in an app oved stainitss steel Edison rneter box BRASS "Y" P10" PMEIMURO WIHM AMCATO W CRAWNM CODES W11H, PARKWAY COVER, STRAINER W/ PAWM MMGATM COMOU0 C,004Cf MERE MICATM R�L WITH POk GRAVEL enclosure. A ON ORAWINM� 60 MESH BRASS 90 ELL (TYP.) MWHWn AT CXISTtON tMOHOLL M S.C,E COWMY RM MONEL SCREEN VER" EXO= LOCAUM MO MWINADON RU WIM SX.E. CO. 4 REWS 12" MAX. Pf" To IRENCHM NP. X 10* ORV0 MUND Contact A ua Flow with the following numbers for the City of Fontana ROD pmARMLE 250-61 CDNWO AND CONDUCV08 SM3 ME &$SD ON NOHMa"C CONOUM ;Yz BRASS UNION (TYP.) Model #-MP$-A16-10K MO COPPER C*N�On WITH rtn '"114W NSULAMOK OF IV90 NEC meter/controller & BRASS PLUG Fontana part # for a 36 station controller 18" MIN. -OBI-VRA 4" THICK FSB 36-TJ2-MPEA 161 OK CONCRETE PAD IRRIGAT" commm v 0 PROY" 20 AMP PVC LATERAL LINE 0 -4 2 POU BREkXER WV MM FAC-Pq ANGLE TO SPECIFIED DEPTH FOR KV PUWIS PEA GRAVE $TRM WITH 45 -DEGREE ELBOWS WHM APPUUM Fontana part # for a 48 station cantroller CONCRETE (MIN. 3 CU. FT.) SIZE PER DRAWIN CO V 5tRONC Box M k ESB48-U2-MPEAl6l0K-OB1-`VRA 2P FG 4141 MODEL NO. SO- 24$S/120V 170 240 0% Available through AQUA FLO BRICK, ONE AT EACH PVC SCH. 80 NIPPLE, CORNER OF VALVE BOX LENGTH AS REQUIRED covwfr foa Primary Contact: A .A TYP. TWO PLACES. 4 WAUNOA PCW CONTROL AND COMMON V. Corey Raden (craden@aquaflo.com) :4 'A 2 Exrr% I CONDUM WIRES. TAPE WIRES TO W* 4 X FINtSHEO GRADE Phone (661) 257-0909 PRESSURE MAIN LINE MAIN LINE :4. Fax (661) 257-9500 PVC SCH. 40 TEE OR J SWEEP *Uff FOR ELBOW C"OUXR Secondary Contacts: OR"D FW ELOPWAL 4- -4 4 EJ\ID VIEW Renee Erlenbach (rerlenbach@aquaflo.com) 3/lec. 10 NOTES: Greg Fay (gfay@aquaflo.com) 1. INSTALL CONTROL AND VALVES MINIMUM 2' APART, 2' FROM ��121'X12"X12" CONCRETE STRUCTURES OR HARDSCAPE IN SHRUB AREAS. Sharon Fay Allen - President - Aqua -Flo Supply 2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. THRUST BLOCK 3. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. FROM P.O.C. PVC MAINLINE (805) 967-1938 4. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC !--, ------ DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD CITY OF PONTANA p 3wol rl V� CITY OF FONTANA REDUCE -BUSHING TO BRING PIPING DIAMETER TO REMOTE CONTROL A ROVE Y- P OVE CITY OF FONTANA VALVE SIZE. REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR OR METAL TO PVC MALE PIPE THREADS PIPING SIZE. CITY EN R DATE No. 61152 CITY ENGINEER DATE IRRIGATION CONTROLLER No. M1 52 IRRIGATION CONTROLLER No� $1162 CITY ENGINEER DATE IRRIGATION CONTROLLER RICARDO SANDOVAL RICARDO SA14-COVAL EXP. WOOS -k Ev. 00105 RICARDO SANDOVAL 0L REVIEWED BY: -4 1 CIVIL REVIEWED BY: --TiQUAW "Rnstmt REVIEWED BY- _1M'1a10-H0AteA-- 1711 DATE OF LAST REVISION. 1 -28-00 TD. PLAN F3 r CIVIL -VISION: S -M, PLAN IYO� $005 ISHT I OF 3 =S No. $005 SHT 0 DATE OF LAST RE DATE OF LAST REVISION! SM. PLAN 3 y -r" -r-v, "Ir "Ir -F-VAL -E) "T"MA'"I"I C*4 "'N"T"N" r IR" 'ALLE REM E IN -D UI�ik-ru Utv a B 1--j _rRESzsuRE T. AU U ki Irk- Ulu, uu,,% FOROLVALVr" VALVE BOX LABELING NOTE: APPROVED VALVE BOX QUICK COUPLING VALVE. APPROVED VALVE BOX HEAT BRAND ALL VALVE BOX COVERS IN 2" HIGH LETTERS TOP OF VALVE SHALL BE GATE VALVE PER EQUIPMENT LOCATED WITHIN VALVE BOXES. 2" BELOW VALVE BOX COVER LABEL "GV" FOR ALL GATE VALVES LABEL "FM" FOR ALL FLOW MASTER VALVES I IN LAWN AREAS LABEL "QCV" FOR ALL QUICK COUPLING VALVES LABEL "FV" FOR ALL FLUSH VALVES FINISH GRADE 1/2" STAINLESS STEEL FINISH GRADE 2' PLANTER AR LABEL "MV" FOR ALL MASTER VALVES LABEL "AR" FOR ALL AIR RELIEF VALVES HOSE CLAMP. 3 REQUIRED 1" IN TURF AREAS FINISH GRADE 2" IN SHRUB AREAS 71 LABEL "VALVE STATION" FOR ALL CONTROLL VALVES AS REQUIRED 1211 1111.. 12" MAX. LEGEND - USE CARSON VALVE BOXES. HARDSCAPING(SEE NOTE 4) -6" MIN. V V. 1. 10" DIAMETER CIRCULAR VALVE BOX. 4 W4 V4 '44 BRASS OR COPPER 12" MIN. NIPPLE LENGTH AS 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. TFIT 18" MIN. REQUIRED 1222 3. 14" x 19" RECTANGULAR VALVE BOX. 4. 20" x 30" RECTANGULAR VALVE BOX. NON PRESSURE 3 LATERAL LINE CLEAN BACKFILL SEE 0-fo�D NOTES SPECS. FOR MATERIAL. <50 ov-00 12" 90% COMPACTION REQUIRED 4() ts(� 00 0 Wo -0c wo 0 0 'a 0 10 V0 -00 CLEAN BACKFILL 8 0�p 0 A. CENTER VALVE BOX OVER VALVE TO FACILITATE �,Vo( >Q4 0 0 0 BRICK SUPPORTS -de0o Wop 0 SERVICING OF VALVE. 0 Z)o (THREE REQUIRED) PEA GRAVEL. -0 0000400, BRICK SUPPORTS PROV1DE 6" MIN. OF SAND 2 CUBIC FEET MIN. 4 10 (THREE REQUIRED) 3 BEDDING AND SHADDING PVC MALE ADAPTOR B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN BRASS OR COPPER TYP. TWO PLACES MULCH COVER OR GROUNDCOVER BRASS 90 DEGREE_ELL,,,-, . ........ ............... NIPPLE & UNION ....... ..... SET FLUSH WITH FINISH GRADE IN TURF AREAS. /SHRUB AREAS - CONTROL WIRE SLEEVE - .... .. ..... SIZE PER PLAN INSTALL ........ ..... ........ PEA GRM EL C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND- ADJACENT TO PRESSURE CONTROL WIRES PRESSURE SUPPLY LINE PRESSURE MAIN LINE MI 3 SUPPLY LINE MIN. 2" OF CLEAN EAR ANGLE TO SPECIFIED (MIN. 2 CU.FT) COVER/SHRUB AREA WHERE POSSIBLE - INSTALL ...... ...... DEPTH WITH 45 -DEGREE PRESSURE SUPP IN TURF ONLY IF THERE IS NO ADJACENT GROUND - ELBOWS, SIZE PER ......... ................. PRESSURE SUPPLY LINE DRAWINGS. 121� COVER. SLEEVE - SIZE TWICE NOTES: BRASS 90 DEGREE PRESSURE LINE FITTING DIAMETER OF PRESSURE 1. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND SUPPLY LINE SHALL BE INSTALLED ABOVE AND BELOW PIPING. BRASS 90 DEGREE 2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3 STREET ELL NOTES: D. SET VALVE BOXES PARALLEL TO ONE ANOTHER 1. GATE VALVES 2 1/2- AND LARGER SHAH BE AWWA APPROVED AND AND PERPENDICULAR TO EDGE. AND LARGER. STREET ELL HAVE A 2" SQUARE OPERATING NUT IN LIEU OF BRASS HANDWHEEL NON -PRESSURE LATERAL AND FLANGE CONNECTIONS IN LIEU OF UNIONS. SLEEVE - SIZE TWICE 3. WHEN USING RECLAIMED WATER , MAINTAIN MINIMUM 10' HORIZONTAL BRASS OR COPPER 2. GATE VALVES 8" AND LARGER SHALL HAVE TRANSIT ADAPTERS. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE DIAMETER OF NON -PRESSURE SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. NIPPLE LENGTH AS 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX PLAN VIEW BOXES TO PREVENT THEIR DEFORM ATI ON /COLLAPSE. LATERAL LINE WHERE LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE LINE 4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS MINIMUM 5' EACH SIDE OF RECLAIMED WATER LINE #4 REBAR STAKE 36- LONG REQUIRED OTHERWISE APPROVED NOTE: NOTE: NOTES: PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 1. ALL SLEEVES TO BE SCH 40 PVC. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. CONTRACTOR TO USE TAN LIDS WHEN LOCATED WITHIN AREAS COVERED 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY BY FRACTURED /CRUSHED ROCK OR DECOMPOSED GRANITE. STANDARDS. (24- MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW HARDSCAPE SURFACE. A F n"ALL/GAr`E VALVE 6 VALVE BOX"INSirl"I"ALLATION 8 TwIr"Pr"' 1 AL I InN "N `:W 4 %,eUICK "OU'LING VALVE 5 TYPICAL SLEEVING (i a - Sierra Crest Streetscapes M 0 0 a_ Fontana, California 00 Arrigation Schedule and Calculations, z STEP 1 2 For Landscapes in the city of Fontana RIDGE POINT OF BERM (IF EXISTING) Data 0- Reference Evapotra nspi ration_ (Eto Amounts: 0 9 jan, Feb Mar Apr May June July Aug Sept Oct Nov Dec 4 3 2.50 1 2.90 1 4.2 5.30 7.20 6.90 5.90 1 6.60 5.40 1 4.10 1 2.90 1 STEP 2 CL Oil 0 0 =Total Yearly Eto: 56.40 =inches .. ....... .. ..... . �0: 0 Established Irrig e ,ationSchedule Establishment Irdgation Schedul Calculations 0 ALIT01AATIC REMOTE VALVF NOTE: FOR THE ESTABLISHMENT PERIOD,, THE CONTRACTOR IS TO SELECT THE APPROPRIATE 90 DAY PERIOD (I.E. MAYJUNEJULY) FROM TBE ANNUAL SCHEDULE PROVIDED CITY 06T F 0" k Nam T ANO A LANDSCAPEPLANS 1 T IE C A P lE Landscape Architecture and Planning 3190 B2 Airport Loop DKive Costa Mesa, CA 92626 Richard Polhamus, License CA -#2782 (949) 6"-9370 (714) 210-3140 FAX 1 SLIP BASE SOCKET OVER ENDS OF WIRES. 1/ 10' ON CENTER 7�PICAL 2. STRIP WIRES APPROX. 3/8" FROM ENDS TWIST TOGETHER. 3. PUT CRIMP SLEEVE OVER WIRE ENDS ULTRA -VIOLET RESISTANT SCH 40 CRIMP AND CUT OFF EXCESS WIRE. PVC PIPE, SEE PLANS FOR SIZE 4. APPLY SEALER TO OUTSIDE OF SEALING ------ PLUG - FILL CAVITY WITH SEALER. 5. PULL BASE SOCKET OVER CRIMPED CON- FINISH GRADE NECTION AS FAR AS POSSIBLE. 6. PUSH SEALING PLUG INTO BASE SOCKET. Ill Ill Iit-it 7. PUSH WIRES TO END OF BASE SOCKET #4 x 18" REBAR J -HOOK, SPACE TO ASSURE COMPLETE SEALING OF AT 10' ON CENTER, TYPICAL CONNECTION. NOTE: ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA -VIOLET RESISTANT PVC. 8. RAIN BIRD "SNAP-TITE" WIRE CONNECTOR SPRINKLER, HEAD ASSEMBLY TO BE INSTALLED PLUMB. OR APPROVED EQUAL. ALL PVC FITTINGS INSTALLED ON GRADE TO BE ULTRA -VIOLET RE&STANT PVC. NOTE: FOR THE ESTABLISHMENT PERIOD,, THE CONTRACTOR IS TO SELECT THE APPROPRIATE 90 DAY PERIOD (I.E. MAYJUNEJULY) FROM TBE ANNUAL SCHEDULE PROVIDED CITY 06T F 0" k Nam T ANO A LANDSCAPEPLANS 1 T IE C A P lE Landscape Architecture and Planning 3190 B2 Airport Loop DKive Costa Mesa, CA 92626 Richard Polhamus, License CA -#2782 (949) 6"-9370 (714) 210-3140 FAX Minutes per Cycle Minutes per C MOP ddhk dahk 0 m. E, rim 0 W ran E W075*0 11111190r, am NOTE: FOR THE ESTABLISHMENT PERIOD,, THE CONTRACTOR IS TO SELECT THE APPROPRIATE 90 DAY PERIOD (I.E. MAYJUNEJULY) FROM TBE ANNUAL SCHEDULE PROVIDED CITY 06T F 0" k Nam T ANO A LANDSCAPEPLANS 1 T IE C A P lE Landscape Architecture and Planning 3190 B2 Airport Loop DKive Costa Mesa, CA 92626 Richard Polhamus, License CA -#2782 (949) 6"-9370 (714) 210-3140 FAX Minutes per Cycle Minutes per C MOP ddhk dahk IIIIIIIIIIIII0. NOTE: FOR THE ESTABLISHMENT PERIOD,, THE CONTRACTOR IS TO SELECT THE APPROPRIATE 90 DAY PERIOD (I.E. MAYJUNEJULY) FROM TBE ANNUAL SCHEDULE PROVIDED CITY 06T F 0" k Nam T ANO A LANDSCAPEPLANS 1 T IE C A P lE Landscape Architecture and Planning 3190 B2 Airport Loop DKive Costa Mesa, CA 92626 Richard Polhamus, License CA -#2782 (949) 6"-9370 (714) 210-3140 FAX Minutes per C MOP ddhk dahk IIIIIIIIIIIII0. NOTE: FOR THE ESTABLISHMENT PERIOD,, THE CONTRACTOR IS TO SELECT THE APPROPRIATE 90 DAY PERIOD (I.E. MAYJUNEJULY) FROM TBE ANNUAL SCHEDULE PROVIDED CITY 06T F 0" k Nam T ANO A LANDSCAPEPLANS 1 T IE C A P lE Landscape Architecture and Planning 3190 B2 Airport Loop DKive Costa Mesa, CA 92626 Richard Polhamus, License CA -#2782 (949) 6"-9370 (714) 210-3140 FAX ', 010SCAp 1k:0 lk. P01114 4, VIV, Cb 27 2 ILP DAN or C9 DATE 09-06-13 LSCP 13-000021 MOP ddhk dahk ', 010SCAp 1k:0 lk. P01114 4, VIV, Cb 27 2 ILP DAN or C9 DATE 09-06-13 LSCP 13-000021 ddhk dahk ', 010SCAp 1k:0 lk. P01114 4, VIV, Cb 27 2 ILP DAN or C9 DATE 09-06-13 LSCP 13-000021