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HomeMy WebLinkAbout3404-22INSERT TYPE APPROVED VALVE BOX LEMUR OR APPROVED EQUAL EXPANDED PRECAST CONCRETE VAULT WITH DIAMOND PLATE ALUMINUM FLOW SENSOR TWO (2) CONDUCTOR SHIELDED CABLES QUICK COUPLING VALVE. POWDER COATED METAL ENCLOSURE. REDUCED PRESSURE ACCESS DOORS WITH RECESSED PADLOCK, SIZE AS REQUIRED. CONNECTION TO TRANSMITTER SIZE AS REQUIRED BACKFLOW PREVENTER AS MANUFACTURED BY BROOKS PRODUCTS OR APPRQVED EQUAL. APPROVED VALVE BOX TOP OF VALVE SHALL BE 3-1/2" THICK CONCRETE PAD WITH GATE VALVES FINISH GRADE GATE VAI VE 2" BELOW VALVE BOX COVER REBARS, SLOPED TO DRAIN AT 2% TYPICAL TWO PLACES MASTER VALVE VALVE WATERPROOF CONNECTORS 1/2" STAINLESS STEEL MINIMUM, WITH A 6" MINIMUM CLEARANCE 1" IN LAWN AREAS HOSE CLAMP. 3 REQUIRED 1" IN TURF AREAS ON ALL SIDES OF THE ASSEMBLY WYE STRAINER WITH 100 APPROVED WATERPROOF 2 PLANTER AREAS # VALVE BOX, WITH LOCKING 2" IN SHRUB AREAS MESH MONEL SCREEN FLANGED CONNECTIONS CONNECTORS FINISH GRADE (TYP. SIX PLACES) COVER. CONTRACTOR TO SIZE VALVE BOX TO FIT EXPANSION LOOP FLOW SENSOR ASSEMBLY FINISH GRADE EN H GRADE 12 MAX. [11 M'ET FINISH GRADE 1;; IN TURF AREAS _ BRASS OR COPPER 2 IN SHRUB AREAS IIII •, " I ILII NIPPLE LENGTH A f REQUIRED 12 18" MIN. MIN. • DRYPACK CONCRETE MORTAR P. 1 ' ' - 12" MAX. - i %tz T - - -48s ji) IL o ° 0 DODO° O Yi30 9 « FLOWS- °Qo400o0 oQ°OO�aO��}} DOQDO °QOOOo� oOp -00.0 oO PIPE SUPPORT GALVANIZED '^ " 12" 1" SPONGE RUBBER o o Oo 00 `O 60 O O° s:t .:'...' 8" MIN. " v JOINT SEAL TYP. o Opo © pp o DODO 0 ADJUSTABLE, TYPICAL TWO 8 MIN. p Q�o o po o �° � o O O o o° QO ° p p o o oQoo PEA GRAVEL. 0 0 �° o O° BRICK SUPPORTS p opp ooSo�p °°a opo 2 CUBIC FEET MIN. (THREE REQUIRED) PLACES. CONTROL AND COMMON o o p OO THRUST BLOCK WIRES. TAPE WIRES TO ° o� 0o0 00o°Do°p°O� ��°o° O°o° c o o BRICK HREESREQUORED Oo ° o o BRASS 90 DEGREE ELL '': MAIN LINE ° ° O o O Do ° Oo ° o O ° THRUST BLOCK , , o O° o ° O° °00 00 ° FLANGE 90 DEGREE ELBOW CAST IRON PIPE, LENGTH "r` '' " Q' o ° O oO ° ° AS REQUIRED, TYP. TWO »� r' ��= = ��'': -; p O Q°0 °Q O o O°o oO o o a ° ° TYP. FOUR PLACES PLACES 1 � PVC SCH. 40 MALE ADAPTOR PEA GRAVEL DRAIN SUMP BRICKS 1 AT BRASS OR COPPER TYPICAL. TWO PLACES 0" MIN. DIA. X 6" MIN.DEPTH EACH CORNER NIPPLE & UNION OF VALVE BOX PRESSURE SUPPLY LINE PRESSURE SUPPLY LINE PRESSURE SUPPLY LINE 12" DIA. SUMP FILLED (INTAKE) (DISCHARGE) ROCK BASE 4" ROQV PRESSURE MAIN LINE PEA GRAVEL BRASS 90 DEGREE PRESSURE LINE FITTING ANGLE TO SPECIFIED (MIN. 2 CU.FT) STREET ELL NOTES:DEPTH WITH 45 -DEGREE 1. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM WALLS, PRESSURE MAIN LINE 10 X PIPE DIA. 5 X PIPE DIA----�- , ELBOWSSIZE PER ANGLE TO SPECIFIED BRASS 90 DEGREE BUILDINGS, ETC. DEPTH WITH 45 -DEGREE DRAWINGS. STREET ELL 2. CONCRETE SHALL BE 520-C-3250. ELBOWS, SIZE PER PRESSURE MAIN LINE DRAWINGS. ANGLE TO SPECIFIED 3. THE BACKFLOW PREVENTER DEVICES AND INSTALLATIONS SHALL BE APPROVED BY DEPTH WITH 45 -DEGREE THE LOCAL DEPARTMENT OF HEALTH SERVICES AND WATER AGENCY. #4 REBAR STAKE 36" LONG BRASS OR COPPER NOTES: FLANGED ELBOWS, SIZE PER NOTES: NIPPLE LENGTH AS 4. DISSIMILAR METALS SHALL BE SEPERATED BY AN APPROVED DIELECTRIC COUPLING. DRAWINGS. 1. GATE VALVES 2 1/2" AND LARGER SHALL BE AWWA APPROVED AND REQUIRED 5. PLASTIC PIPE SHALL NOT BE USED ABOVE FINISHED GRADE. 1. PLACE VAULT AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. HAVE A 2" SQUARE OPERATING NUT IN LIEU OF BRASS HANDWHEEL 6. BACKFLOW PREVENTION DEVICES SHALL BE CERTIFIED BY LICENSED BACKFLOW TESTER. 2. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO NOTES: AND FLANGE CONNECTIONS IN LIEU OF UNIONS. DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD 1. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 2. GATE VALVES 8" AND LARGER SHALL HAVE TRANSIT ADAPTERS. 7. INSTALL BACKFLOW DEVICE ON GROUNDCOVER OR SHRUB AREAS REDUCE -BUSHING TO BRING PIPING DIAMETER TO VALVE SIZE 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX NOTE: ONLY OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. 2. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. 4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 8. PROVIDE LOOSE KEY HOSE -818 ON STRAINER, OTHERWISE APPROVED USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT. Q copyright 1987-2002 Scaliter Irrigation Eng., Inc Q copyright 1987-2002 Scaliter Irrigation Eng., Inc Q copyright 1987-2002 Scaliter Irrigation Eng., Inc Q copyright 1987-2002 Scaliter Irrigation Eng., Inc Q copyright 1987-2002 Scaliter Irrigation Eng., Inc Aift tjA"r IL a a& A Aft A& 6 VA L'av'ff E I BACKFLOW PREVEmTCK ROAS'n sn"I'on a 10"No VALVE 3 FLOW SEr4*OR "ATE VALVE 5 QUICK %XUPLING APPROVED VALVE BOX APPROVED WATERPROOF TYPICAL CONCRETE CONNECTORS AUTOMATIC CONTROLLER, SECURE MASONRY WALL REMOTE CONTROL VALVEHOUSING TO WALL, COMMON WIRE EXPANSION LOOP SHALL BE TIED INSIDE HOUSING PVC SCH. 80 NIPPLE &UNION WHEN REQUIRED. 1" TURF AREAS FINISH GRADE POP-UP HEAD FINISH GRADE HIGH POP-UP HEAD 24" BOX :. PVC SCH. 80 MALE ADAPTER 2" SHRUB AREAS FINISH GRADE Ilk RUMREMOTE CONTROL VALVE WIRES: ® AWG OF #14 SECURE WIRES TO 12" MAX. ON-OFF SWITCHCONTROL UNIT MS PROVIDED IN CONTROLUNT, �~Y PLAN VIEW,. EXTEND ONE COMMON WIRE TO ALL R.C.V.'S AND ONE CONTROL 5'-O" WIRE TO EACH R.C.V. (TYPICAL)F 19' .. . 18" MIN. PVC SCH. 80 NIPPLE, SIZE/ T 12 MIN. � •! AND LENGTH, AS REQUIRED 12" MIN. FINISH GRADE ,.:: ►, TYPICAL TWO PLACES 000 �e°��o° 0�°0°°LATERAL L °o'00%. 00 Oo�n���oao° DRAWINGS INE, SIZE PER TYP, CONCRETE TO REST ELEVATION PEA GRAVEL o poo 10,0eeo e ° 0 °° o LATERAL LINE, SIZE PER AGAINST UNDISTURBED (MIN. 3 CU. FT.) DRAWINGS PVC SCH. 80 NIPPLE, SIZE SOIL AND LENGTH AS REQUIRED d.. o.'Qa ; >a ,• v. pd• ' ,o dDm. TYPICAL TWO PLACES a �D� D, •D�4 D •' • ' Ad PVC LATERAL LINEesKICK, ONE AT EACH ANGLE TO SPECIFIED D H ICORNtR OF VALVE BOX PVC TEE WITH 45 -DEGREE ELBOWS PVC SCH. 40 (SXSXT) TYP. CONCRETE SIZE PER DRAWINGS STREET ELBOW OR ELBOW CONTROL AND COMMON �'� .;•, ' • '•.• • THRUST BLOCKS WIRES. TAPE WIRES TO PVC TEE (SXSXT) ' PVC SCH. 80 NIPPLE, ••:'�-..�:•''�:: LENGTH AS REQUIRED MAIN LINE PVC SCH. 40 ELBOW PVC SCH. 40 PVC SC. 40OR ELBOW ELECTRICAL CONDUIT TO SOURCE CONDUIT AND IRRIGATION STREET ELBOW STREET ELBOW CONTROL UNIT REQUIREMENTS INTERCONNECT WHEN REQUIRED TEE OR ELBOW PRESSURE MAIN LINE PVC SCH. 40 120 V., 60 Hz, 2 AMP. MAX. STREET ELBOW PVC SWEEP ELBOW REBAR DETAIL PRESSURE MAIN FITTING NOTES:PVC SCH. 40 ELBOW SIZE AS REQUIRED 1. LOCATE HEADS 1-1/2- FROM SDE WALK, CURB ETC. NOTCH CONCRETE FOOTING NOTE THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH PIPE NOTES: 2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS NOTES: TO ACCEPT CONDUITS „ MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED. 1. INSTALL RCV AND VALVE BOXES MINIMUM 2' APART, 2' FROM AND CORNERS. 1. LOCATE HEADS 6 FROM SIDE WALK, CURB ETC. STRUCTURES OR HARDSCAPE IN SHRUB AREAS. 3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD. 2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS UTILIZED IN ALL <2 1/2' AND LARGER MAINLINE PIPE) 4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD AND CORNERS. NOTES: 2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 1. COMMON WIRE TO BE WHITE AND CONTROL WIRES TO BE COLOR #3 REBAR TO BE PLACED AROUND PIPE INTO THRUST BLOCK TYP, 3. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. USING SCHEDULE 80 NIPPLE. 3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD. CODED. ONE COLOR PER EACH CONTROLLER. 4. WHERE NOTED CHECK VALVE SMALL BE INSTALLED UNDER HEAD 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND R.C.V.. 4, PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO USING SCHEDULE 80 NIPPLE. DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD 3. ALL WIRING CONDUIT OR PLUMBING TO GO THROUGH BOTTOM DATE OF LAST REVISION: REDUCE -BUSHING TO BRING PIPING DIAMETER TO REMOTE CONTROL OF CONCRETE FOOTING. QROFESSI APPROVED BY: CITY OF FONTANA 4. AFTER ESTABLISHMENT OF ALL PLANT MATERIAL CONTROLLER �`�° W PIPING SIZE. �^ VALVE SIZE. REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR SHALL BE PROGRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME `��°° �`' (TYPICAL) 4 m CITY ENGINEER DATE: THRUST BLOCKN0 ,� ROBERT W. WEDDLE ASSEMBLY Q copyright 1987-2002 Scaliter Irrigation Eng., Inc Q copyright 1987-2002 Scaliter Irrigation Eng, Inc Q copyright 1987-2002 Scaliter Irrigation Eng., Inc Q copyright 1987-2002 Scaliter Irrigation Eng., Inc RECOMMENDED BY: g 99 9g 9g g ff��F of C01 DRAWN BY: TIMOTHY RA8TEDT STD. DETAIL NO. 520 Alk jLs 6 REMOMCONTROL, VALVE R • r 9 WALL mmmu"UNT CONT" LLER 10 PROFESSIONAL MEMBER AMERICAN SOCIETY OF Alert CONSULTANTS Underground Service Ale Dantet S00111,er SLIP BASE SOCKET OVER 0 FOUNDED 1970 Number. PR1054 Dote INISHED GRADE STEP 1 END OF WIRES INSTALL A 6' ROUND PLASTIC ' MIN FROM HARI]SCAPES � o 6' STRIP WIRES APPROX, 5/8' BOX WITH LOCKING LID �`• , Call. TOLL FREE ®SCALITER IRRIGATION ENGINEERING INC NON PRESSURE LATERAL LINE FROM ENDS Z 902 AARON DRrVE Z LATERAL LINE r 1HI 1- 8 0 0 IRRIGATION MASTER AINo• IRRIGATION DEs10N.WATER MANAGEMENT SPLICE BLOC K MIN, 24 ABOVE GRADE 422-4133 REDLANDS, CALIFORNIA 92374 (909) 794-5811 FAX (909) 794-5873 a PRESSURE SUPPLY LINE PUT CRIMP SLEEVE OVER FINISH GRADE ONTROLL WIRES STEP WIRE ENDS -CRIMP SLEEVE Two wORxirrG DAYS BEFORE YOU DIG UNAUTHORIZED CHANGES AND USES LEAN BACKFILL CAUTION: SCALITER IRRIGATION ENGINEERING, INC. WILL NOT BE ' •• �' "> -_- - - -- _ -_- - RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO APPLY SEALER T❑ INSIDE I+III=I I I_I I I �_I I I 'ri I 1T_I I I I I+I I OR USE OF THE IRRIGATION PLANS. ALL CHANGES TO THE IRRI- OF SEALING PLUG I GATION PLANS MUST BE IN WRITING AND MUST BE APPROVED BY 1 IIITI I I i i i I I I i i I I 1=1 II I (IIII -� rI I I I i I I hI I I� III= 1 4 h SCALITER IRRIGATION ENGINEERING, INC. 61MIN FILL BASE SOCKET WITH SEALER _ =III=I I_ IRR. CONTROL WIRE FINE. GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO IN THE INITIAL BACKFILLLAER THAN 1/2, MEA UREDINCH INS6'EFROMSTHELTOPEOFEPIPE. RMITTETHE REMAINDER STEP 3 OF TRENCH CAN BE FILL WITH ROCK SCREENED 2' MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% INSTALL ALL PVC PIPE WITH LABEL UP. 2' X 4' RWD BLOCK SNAKE ALL PIPE IN TRENCH, BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE PUSH SEALING PLUG INTO SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE " CHANGES IN DIRECTION. BASE SOCKET UNTIL IT LOCKS 1 CU. FT, PEA GRAVEL PRESSURE MAIN 2' AND LARGER SHALL BE P.V.C. CLASS 315 SMALLER THAN 2' SHALL BE P.V.C. SCHEDULE 40. STEP 4 n CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE, i CONTRACTOR SHALL PROVIDE 24' INCHES OF COVER OVER PIPE PUSH WIRES TO END OF BASE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE SOCKET TO ASSURE COMPLETE s 3' AND LARGER. NOTE` n SEALING OF CONNECTION REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX, CITY OF FONTANA, CALIFORNIA 9N BY: PD ROSENA PARK EAST 10 -ACRE PARK M. 15842 LOT"A") SCALE: NO SCALE DESIGNED BY: GPD DATE: 06102/03 CHECKED BY: JAFO APP DAT DWG. ND.: 3404 IT�RRA DESIGN GROUP LANDSCAPE ARCHITECTURE SITE PLANNING 1062 0 ch 8�raet'CASu'R7 S6 ax (94 yl 9 2802 , �✓ Y ' 1aar iede L. A. SEAL PROJECT LIENT SHEET TITLE REVISIONS DRAWN BY S.I.E DATE 06-02-03 SCALE NO SCALE JOB NUMBER 0143-4 SHEET NUMBER L-9 OF 26 SHTS.