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HomeMy WebLinkAbout3146-13M 00 CD C) C11j Co ca 4i m 12 0 E IIIN 2 III III- I rn 1 LATERAL L ?0 1 1 1 FINISH GRADE. V MAINLINE -1 V - Iit �=I E wo 7_7 2. POP-UP SPRAY HEAD WITH ANTI -DRAIN WIRING ISI I W, CN - d I I-- uaj U C) VALVE. SET TOP OF HEAD 1/2" ABOVE T TAPE & . . ..... .. . 0 GRADE. BUNDLE @ . . . . . 3. SCH. 80 PVC TxT 90* ELL. 10 FT. O.C. MAX. 4, SCH. 80 PVC TxT 90* STREET ELL. PROVIDE A 20" LOOP IN WIRE ................ . ............ 5. SCH. 80 PVC NIPPLE (TYP.). III ...... . . . . . . . . . SNAKE ALL @ ALL CHANGES OF DIRECTION 0 PLASTIC GREATER THAN 30'. REMOVE 6 LATERAL LINE PIPE AND FITTING. 6 I TIES AFTER ALL CONNECTIONS PIPE INTOSII INSTALL ALL 120V WIRE HAVE BEEN MADE. TRENCHES IN CONDUIT PER LOCAL 7. SCH. 80 PVC TxT 90* STREET ELL.III ALL MAINLINE SHALL a CODE. BE INSTALLED PER AS SHOWN. ......... 7 MANUFACTURER'S SPECIFICATION. . . . . . . . . . . . . . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MAIN SUPPLY, LATERAL, & LATERAL MAIN SUPPLY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . 120 VOLT WIRING WIRING POP-UP SPRAY SPRINKLER 1 4 IRRIGATION TRENCHING 7 1 a.4 - A 1 2 3: Uwj �_, "i !>fC if Q(A III III. 0- C h Q� Uj Uj Uj 0'� w C) z z T7 3 z z =) VIII C) 00 1. GREEN PLASTIC CIRCULAR VALVE STEP 1- SLIP BASE SOCKET OVER 5 BOX, AMATEK OR APPROVED EQUAL END OF WIRES 6- NOT TO SCALE 2. FINISH GRADE 6 3. BALL VALVE SEE IRRIGATION NOTES: SMP WIRES APPROX. 5/8" 1�k 71f, FROM LEGEND FOR TYPE ENDS 1 HARDSCAPE SURFACE 0 ALL SLEEVES TO BE PVC. SCH, 80 7 4. EXTENSION - LENGTH AS REQUIRED AND TWICE THE DIAMETER OF THE 2. CLEAN BACKFILL AS REQUIRED. TO BE SET IN 6" LIFTS. 5. PVC MALE ADAPTER REFER TO SPECIFICATIONS FOR SPECIFIC MATERIAL AND WORKING PIPE, . . . . . . . 8 COMPACTION REQUIREMENTS. r% 6. MAINLINE 0 ALL SLEEVES TO RUN A MIN. OF PUT CRIMP SLEEVE OVER 7. BRICK STABILIZER TYP. 3. LATERAL LINE WITH SLEEVE. 12" BEYOND HARDSCAPE EDGES. STEP 2 WIRE ENDS -CRIMP SLEEVE 8. 3/4" CRUSHED ROCK 4. 5. PRESSURE MAIN LINE WITH SLEEVE. CLEAN SAND. 0 CLEAN BACKFILL MAY BE APPLY SEALER TO INSIDE SUBSTITUTED FOR SAND UNDER 6. CONTROL WIRES & COMPUTER HARDWARE WIRE SLEEVE. WALKS AND DRIVES. ..... ..... ..... ..... ..... ..... ..... ..... .......... ..... ..... ..... ..... ..... 3- OF SEALING PLUG FILL BASE SOCKET WITH SEALER BALL VALVE 2 IRRIGATION SLEEVING 5 (D6" (D MIN. CN -STEP (D PUSH SEALING PLUG INTO 13ASE SOCKET UNTIL IT LOCKS I �- 4 - -I I 00 I I _I' 4 Il- 5 STEP 4 C�r z PUSH WIRES TO END OE F BAS 1. CURB, SIDEWALK, ETC. DO SOCKET TO ASSURE COMPLETE 1. SET 1" ABOVE FINISH GRADE IN PLANTING 5 2. FINISH GRADE. 7 SEALING OF CONNECTION AREAS ONLY. 6 3. POP-UP ROTOR HEAD WITH ANTI -DRAIN 2. FINISH GRADE. VALVE. SET TOP OF HEAD 1/2" ABOVE 1 RECTANGULAR PLASTIC VALVE BOX WITH LOCKING COVER -0 GRADE. 8 RAINOIRD SNAP -TITS - WIRE (MARKED IRRIGATION CONTROL VALVE). 4. SCH. 80 PVC NIPPLE MIN. 2" LONG. I CONNECTOR NOR EQUAL* 4. ELECTRIC CONTROL VALVE WITH PRS. 8 5. SCH. 80 PVC TxT ELL. 5. SCH 80 PVC ELL SxS. 6. PVC TxT MARLEX STREET ELL. s 6. SCH 80 PVC PIPE (TYP.). 7. SCHEDULE 80 PVC NIPPLE MIN. 10" LONG. 7. (2) C.F. PEA GRAVEL SUMP. 8. SCH 80 PVC FITTING SxSxS. 8. SCH. 80 PVC TxT MARLEX STREET ELL. 9. MAINLINE PER PLAN. 9. SCH. 80 PVC SxSxT TEE. CITY OF FONTANA 10. UNION CONNECTORS 10 STD. PLAN NO. 513 10. LATERAL LINE PIPE AND FITTING. AUTOMATIC VALVE 3 POP-UP ROTOR 6 WIRE CONNECTOR 8 Underground Service Alert DAVID EVA NS CITY OF FONTANA, CALIFORNIA gADSCAP,, AND ASSOCIATES1 NC. DRAWN BY- SAN SEVAINE CREEK SCALE: HORIZ: AS NOTED Call: TOII FREE 'ASK 1-800 5� R 3 67 800 North Haven Avenue, Suite 300 Ontario California 91764 Phone: 909.481.5750 DESIGNED BY: BIKE AND RECREATIONAL TRAIL VERT: NO SCALE 227-2600 DATE:qTF Dot IRRIGAT-10DETAILS CHECKED BY: C s -op -0.1- - 1 7//,-, 4/23/02 JOB NO. FONT0005 1 APPROV DR. N 3146 SHEET NO, 13 OF 14 TWO WORKING DAYS BEFORE YOU DIG PROJECT MANAGER DATE: REGISTERED LANDSCAPE ARCHITECT REVISIONS ENGR'S APPROVAL CITY DATE APPROVAL DATE I CITY ENGINEER RICE NO. 51152 1