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HomeMy WebLinkAbout3951-5MOUNT AUTOMATIC CONTROLLER APPROVED VANDAL RESISTANT ON MOUNTING BRACKETS INSIDE ON APPROVED VALVE BOX MASTER VALVE VALVE LER ENCLOSURE SIZE A5 REQUIRED APPROVED PROTECTIVE ENCLOSURETSTRONG BOIL SB-24SS 3/4" GRAVEL NOTES .:.... •r 1, REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLIES MUST BE CONNECTED TO CITY WATER APPROVED WATERPROOF NOTE: INSTALL BACKFLOW PREVENTER AS REQ. BY LOCAL CODES r' AND TESTED PRIOR TO BEING PLACED INTO SERVICE. BRASS OR COPPER CONNECTORS CONCRETE FOOTING: INSTALL 3" ` '' ' s AND HEALTH DEPT. VERIFY LOCAL REQS. PRIOR TO INSTALLATION. MINIMUM ABOVE GRADE AND SLOPE • .' •" ��''' '�'�:; • '` ;}�' � ,;;: r'° :••„• :� .;; `: `;�".. "•� ." ... ' . ",``� ,.•,: •:•+; : �: };,. ,•< NIPPLE &UNION CONCRETE AT 2K TO DRAIN ;.�� 7• ;; �� ;:;x•;'••i-: x :'.:;�K"'� `'?:"�,;:_:» • _• •; � , �� � .- gin: 2. POINT OF SERVICE: VANDAL PROOF ENCLOSURE �,� . • A, POI C MALE ADAPTER EXPANSION LOOP NT OF SERVICE IS THE BACK OF CURB FOR ALL CITY STREETS WITH PLANTER STRIPS. 2 (TWO} PLACES SIZE TO FIT t1? rrti.y• +.i .: r :°::�..� •a '.:i':,:K='a�. �� _`:..�'•' .4' ++�� REDUCED PRESSURE 4. o t` .�� `' N DEWALK FOR STREETS WITH SIDEWALK CONTIGUOUS WITH FINI GRADE 112" IN TURF AREAS BACKFLOW PREVENTER �'' _ B.P01NT OF SERVICE IS THE BACK OF SI BRASS NIPPLES (4" MIN. d • -� �`--� CURB AND GUTTER. w 1 IN SHRUB AREAS REMOTE CONTROL VALVE WIRES: BALL VALVE LENGTH) VERIFY w/ o C.POINT OF SERVICE THE RIGHT-OF-WAY LINE ON ALL ALLEYS AND UNIMPROVED STREETS. AWG OF #14 SECURE WIRES TO (2) TOTAL LOCAL CODES ON-OFF SWITCH CONTROL UNIT AT TERMINALS 12 �'� 12 w D. WHERE THE POINT OF SERVICE IS UNCLEAR THE LOCATION SHALL BE DETERMINED BY THE 12' MAX*. PROVIDED IN CONTROL LINT, BRASS "Y" a Ln REDUCED PRESSURE CROSS CONNECTION CONTROL SPECIALIST OR HIS DESIGNEE. FINISH GRADE EXTEND ONE COMMON WIRE T4 STRAINER W/ PRINCIPLE BACKFLOW ALL R.C.V.'S AND ONE CONTROL BRASS 90 ELL (TYP.) w i WIRE TO EACH R.C.V. {TYPICAL} fi0 MESH NOTE: BACKFLOW ENCLOSURE,LE MEUR OR EQUAL O N PREVENTION ASSEMBLY 8" MIN. COMMON WIRE SHALL BE TIED MONEL SCREEN 24"X60"X36" HIGH HINGED AT ONE END w 3• LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES AND CERTIFIED BACKFLOW PREVENTION INSIDE PROTECTIVE ENCLOSURE &BRASS PLUG SECURE TO 6"X8" FOOTING W/4" ,I BOLTS o ASSEMBLY TESTERS ARE AVAILABLE AT THE DEPARTMENT OF UTILITIES CUSTOMER SERVICE WHEN REQUIRED. BRASS UNION (TYP.) (EQUIPMENT TO BE CENTERED INSIDE Q > COUNTER. HOUSING) 0 w S 4. THE BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED ABOVE GROUND. IN A • %' °'°v�• ''°;��oo:�;• o'• • o00 "' CONCRETE BACKFLOW ENCLOSURE w MIN. 1$ CL • .Q ;a ; o , o a •w • o 0 0� �. V. a° a ' T 6" MINI. (SEE NOTE BELOW) N MAX 3fi" CLR. HORIZONTAL AND LEVEL POSITION. THE ASSEMBLY SHALL BE LOCATED ON THE CUSTOMERS7. poQpoa •p°c: .o�:'; .•� . • ° #4 REBAR CURB SIDE AND NO FURTHER THAN FIVE (5) FEET FROM THE POINT OF SERVICE OR THE METER. �-� 71 BRASS ELBOW STREET .- 5. NO OUTLET, TAP, TEE, OR CONNECTION BETWEEN THE WATER MAIN AND BACKFLOW PREVENTER BRICK, ONE AT EACH GRAVEL BRASS UNION To CITY IS ALLOWED UNLESS APPROVED BY THE DEPARTMENT OF UTILITIES. CORNER OF VALVE BOX ( 3 CU. FT.) WATER MAIN FG FG �_ ap PRESSURE MAIN LINE fi. CONCRETE PAD IS RECOMMENDED IF ASSEMBLY IS PLACED WITHIN A PROTECTIVE ENCLOSURE. ANGLE TO SPECIFIED 1/2" BY 5 -FOOT MIN. fl0 �'"-': � : � ; , f '"�' � �=" '•'`T`..`�" � ;;, METER DEPTH WITH 45 -DEGREE CO OL AND COMMON COPPER GROUND ROD. -♦`` -i` -� ELBOWS, SIZE PER WIRE . TAPE WIRES TO CONDUIT AND IRRIGATION -FLOW FLOW FLOW 7. FREEZE BAGS ARE RECOMMENDED FOR FREEZE PROTECTION. (IF APPLICABLE) DRAWINGS. N INTERCONNECT WHEN REQUIRED Ft.' ' jam-- • • 4 REBAR ELECTRICAL CONDUIT TO SOURCE •' •. '', •; 5 MAX. 8. BACKFLOW SHALL BE WRAPPED WITH THERMAL "POLAR BARRIER R-19" INSTALL PER MFG, CONTROL UNIT REQUIREMENTS PVC SWEEP ELBOW 120 V., 60 Hz, 2 AMP. MAX. SIZE AS REQUIRED :.' • ,.• . ; ; , •• ���.•�,,. ,• r;�.�s�s SPECS. (909) 587-2230 NOTES:PLACE PEA GRAVEL PRIOR TO INSTAL LATION OF VALVE X. NOTES: 12"X12"X12" CONCRETE 9. BACKFLOW TO BE MOUNTED ON A CONCRETE PAD AND SHALL BE ENCLOSED IN A COMPOSITE 2• PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STR TURES. 1. COMMON WIRE TO BE WHITE AND CONTROL WIRES TO BE COLOR COPPER TUBING TYPE L 3. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMET TO CODED. FROM P.O.C. THRUST BLOCK PVC MAINLINE FIBERGLASS BOX MANUFACTURED BY WINTER BOX (800) 942-4705, WITH LOCKING CAPABILITIES DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, A GENERAL NOTES: REDUCE -BUSHING TO BRING PIPING DIAMETER TO VALVE SIZ 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND R.C.V.. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC 4. MASTER VALVES 4" AND LARGER TO BE PROVIDED WITH 3. ALL WIRING , CONDUIT OR PLUMBING TO GO THROUGH BOTTOM OR METAL TO PVC MALE PIPE THREADS 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR INSTALLATION O F 2 N CH AND SMALLER REDUCED PRESSURE FLANGED CONNECTIONS IN LIEU OF UNIONS. OF CONCRETE FOOTING. PRIOR TO POURING ENCLOSURE 4. AFTER ESTABLISHMENT OF ALL PLANT MATERIAL CONTROLLER PRINCIPLE BACKFLOW PREVENTION ASSEMBLY W/ WATER METER SHALL BE PROGRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE (TYPICAL) NIS OMIT AUTOMATICCONT'1D_x-%n_-;LLER REDUCED PnuSSURE B.F. REDUCED PRESSUn' B.F. IRRIGATION MASTER VALVE a BRIDUGATION LEGEND IDA -M TION N LEGEND SYMBOL MFG. MODEL N0. DESCRIPTON RAD. GPM PSI 1 1. 10" ROUND VALVE BOX WITH GREEN BOLT- DIAGRAMMATIC PLAN 1. RECTANGULAR VALVE BOX WITH GREEN 2 1 �" DOWN COVER - HEAT BRAND "QCV" ON BOLT -DOWN COVER - HEAT BRAND 1. SLIP BASE SOCKET OVER ENDS OF WIRES. VALVE BOX COVER IN 2" HIGH LETTERS. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED 2 "GV" ON VALVE BOX COVER IN 2" STEP I PLAN AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN HIGH LETTERS. 2. STRIP WIRES APPROX. 5/8" FROM ENDS - ` 2. FINISH GRADE. RAINBIRD 1806-5Q QUARTER SPRAY HEAD 4` .07 25 PLAN F TWIST TOGETHER. ❑ RAINBIRD 1806-5H HALF SPRAY HEAD 4' .13 25 PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE. 2. WISH GRADE. 1t 12 M�4x. 3. 3/4 CRUSHED ROCK. 6 DEPTH. � RAINBIRD 1808-8Q QUARTER SPRAY HEAD 7' .21 25 4 3. PUT CRIMP SLEEVE OVER WIRE ENDS - ibs, MIN. z d 1 2 SPRINKLER ADJUSTMENT REQUIRED _ - 3. GATE VALVE WITH BRONZE WHEELH ANDLE 3 L 4. BRASS NIPPLE. LENGTH AS REQUIRED . 0 RAINBIRD 1806-8H HALF SPRAY HEAD 7' .41 25 THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS * - OR CROSSHANDLE. CRIMP AND CUT OFF EXCESS WIRE. _ ( ) _ _ ® RAINBIRD 1806 -BF FULL SPRAY HEAD 7` •82 25 FOR OPTIMUM PERFORMANCE AND PREVENT CJVERSPRAY ONTO WALKS AND I STEP 2 4. APPLY SEALER TO OUTSIDE OF SEALING 5. BRASS 90 DEG. ELL. 6 RAINBIRD 1806-'12Q QUARTER SPRAY HEAD 11' BO 25 3 4. 6" DIA. SCH. 40 PVC PIPE EXTENSION - ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST z d LENGTH AS REQUIRED. PLUG - FILL CAVITY WITH SEALER. 0 RAINBIRD 1806-12H HALF SPRAY HEAD 11' 1.2 25 _ I �: Q, -, 6. MAINLINE PIPING. a RAINBIRD 1806-12F FULL SPRAY HEAD 11' 2.4 25 DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE (0 !A a' ' " 5. 3/4" CRUSHED ROCK - 8" DEPTH, 5. PULL BASE SOCKET OVER CRIMPED CON- B I RAINBIRD 1806-15 QUARTER SPRAY HEAD 14' .82 25 6 _ '�• °� 'r;..1.4 o ° 0a 6 5 NECTION AS FAR AS POSSIBLE. 7. MAINLINE FITTING. Q PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY iu a 0 o 00 o Soo; Z =� l� 4 RAINBIRD 1806-15H HALF SPRAY HEAD 14' 1.65 25 a 7 Sa. o • a 0 0 4 6. COMMON BRICK (4 REQUIRED). 8. BRASS 90 DEG. STREET ELL. FULL SPRAY HEAD PERCENT (50 /Qj. ° ° a$° STEP 3 6. PUSH SEALING PLUG INTO BASE SOCKET. Ui © RAINBIRD 1806-15F 14 3.3 25 .0 ° 084. 7. PVC MALE ADAPTER (TYPICAL). A ���• 3 9. BRASS NIPPLE - 6" LONG. RAINBIRD 1806-84 QUARTER SPRAY HEAD 7' .21 25 FIELD CONDITIONS 7. PUSH WIRES TO END OF BASE SOCKET w 'a:. ... ; RAINBIRD 180fi-8H HALF SPRAY HEAD 7' .41 25 DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE 41 TO ASSURE COMPLETE SEALING OF �p •� 8. 2" CLEARANCE, CONNECTION. `� S 13 10. QUICK COUPLING VALVE. RAINBIRD 1806 -BF FULL SPRAY HEAD 7' .82 25 DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR oo 9. PVC MAIN LINE PIPE. 7 9 '�► RAIN BIRD 1806-12Q QUARTER SPRAY HEAD 11` .60 25 GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE 9 o8a 4 0 n8 8 " 11. WALK OR CURB. o° 0 Q cp8. RAIN BIRD SNAP -TITS WIRE CONNECTOR 8 7 RAIN BIRD 1806-12H HALF SPRAY HEAD 11' 1.2 25 CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS $0.0 00°•�� §00: po 00.0.. * �. STEP •4 OR APPROVED EQUAL. �L C�`��01� O 80 $ Q80.ago•5 1 IN TURF AREAS. 5 12. 24" #3 REBAR W/ 2 RAIN BIRD 1$06-12F FULL SPRAY HEAD 11' 2.4 25 0 2 IN SHRUB AREAS. STAINLESS STEEL BANDS NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FORANY 12 RAIN BIRD '1806-15Q QUARTER SPRAY HEAD 14' $2 25 REVISIONS REQUIRED. 13. BRICK SUPPORT (3 REQ.) �7 RAIN BIRD 1806-15H HALF SPRAY HEAD 14' 1.65 25 8 RAIN BIRD "1806-15F FULL SPRAY HEAD 14' 3,3 25 SWING JOINTS 6 * 1 " IN LAWN AREAS. ® RAINBIRD 1806-15 EST END SPRAY HEAD 4X14' .56 25 INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS, E SECTION 2" IN SHRUB AREAS. 0 RAINBIRD 1806-15 SST STRIP SPRAY HEAD 4x28' 1.11 25 AS PER DETAIL. THREADS. HREA SSE TEFLON TAPE ON ALL MALE PIPE R RAINBIRD 1401 BUBBLER 1.5' .25 25 MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN. GATE VALVE Wlf"Ur'_:.� CONNECTOR VALVE iRAIN 131RD 5006 -PC -SAM -MPR -25Q ROTOR HEAD 23'.74 25 BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY V �CK COUPLING 2 RAIN BIRD 5006 -PC -SAM -MPR -25H ROTOR HEAD 23' 1.44 25 NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED Q RAIN BIRD 5006 -FC -SAM -MPR -25F ROTOR HEAD 23' 2.78 25 GALLONS PER MINUTE 1S NOT AVAILABLE. a RAIN BIRD 5006 -PC -SAM -MPR -30Q ROTOR HEAD 29' 1.03 25 NATER LINE UNDER PAVING RAIN BIRD 5006 -PC -SAM -MPR -30H ROTOR HEAD 29` 2.15 25 ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES HARDSCAPING(SEE NOTE 4) HIGH POP-UP HEAD RAIN BIRD 5006 -FC -SAM -MPR -30F ROTOR HEAD 29' 4.24 25 UNDER PAVING SHALL BE SCH 44 PVC AND INSTALLED 24" DEEP. FINISH GRADE CURB OR WALK (CONTRACTOR TO DECIDE IN FIELD WHICH BUBBLER TO INSTALL) CONTRACTOR MUST USE RAINBIRD VAN VARIABLE ARC NOZZLES •y.a�• (• �i• `� <+�� Vit, `71• _ I FINISH GRADE POP-UP HEAD CURB OR WALK #" MIN• i ��� MIN•I_- SYSTEM COVERAGE -III -lIII I I I NOZZLES TO AVOID OVERSPRAY AND INSURE FULL COVERAGE. THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN 1 MIS �� M`"'I~ • • ' THE CONTRACTOR IS REQUIRED TO USE SEAL -A MATIC ORDER TO GUARANTEE 100% COVERAGE. CONTRACTOR TO CONTACT THE fi" III !! I I I Mi I I- POP-UP BODY'S ON ANY HEADS ON A SYSTEM WITH TOR GREATER THAN CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN WALK PAVEMENT OR - k F I 1 I ELEVATION CHANGE- OR AS NEEDED IN FIELD. ADDITIONAL COST TO THE OWNER. OTHER STRUCTURE I II I Tj THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10` NOZZLES AS REQUIRED IN CLEAN BACKFILL - SEE - SPECS. FOR MATERIAL. THE FIELD. ANY HEADS THE NEED A REDUCTION OF MORE THAN 50 % OF THE _ I 90% COMPACTION REQUIRED LISTED SPRAY PATTERN WILL REQUIRE TORO PCD SCREENS. '* -III II_ 2'-0" MIN. FOR LINES r'' • / " 12" MIN. I I " w 12" MlN. QM DOMESTIC WATER METER - REFER TO CIVIL PLANS. IRRIGATION DESIGN CRITERIA LESS THAN 2 1 2 PROVIDE AND SHA F SAND PVC SCH. 80 NIPPLE, SIZE I� MIN. DIA. -I i I - AND LENGTH A5 REQUIRED FEBCO 825Y 2" REDUCED PRESSURE BACKFLOW PREVENTER 1N FORREST GREEN TYPICAL TWO PLACES ® LEMUR VANDAL -RESISTANT STEEL MESH ENCLOSURE - SEE DETAILS Name of Water Supplier: West Valley Water District 3104105 r, 1 I l 4 LATERAL LINE, SIZE PER LATERAL LINE, SIZE PER Pressure Given By: Lon Tsai a@7 Engineering (909) 875-1804 NON -PRESSURE - - I ;. .. ;. DRAWINGS DRAWINGS PVC SCH. 80 NIPPLE, SIZE NIBCO T-113yGATE VALVE (3" OR SMALLER) - LINE SIZE HGL -'1884 HIGH -32' LOIN AND LENGTH AS REQUIRED Locate in a 10 round lockable plastic valve box. ZONE 6 3`-0" MIN. UNDER LINE (LATERAL] = I I • • • • • � • • • � � � III= CONTROL WIRE SLEEVE - TYPICAL i1N0 PLACES PAVEMENT FOR ALL I I I _ SIZE PER PLAN INSTALL SUPERIOR 950DW SERIES REMOTE CONTROL VALVE (SIZE INDICATED) HIGHEST ELEVATION ON THIS SYSTEM 1663 LINES AND LINES I - ADJACENT TO PRESSURE GREATER THAN 20 N =III I III- SUPPLY LINE Locate in a 12" x18"rectangular lockable plastic valve box per valve. LOWEST ELEVATION ON THIS SYSTEM '1660 1 /2" DIA. I I I I All valves and plastic valve boxes to be numbered. WATER METER ELEVATION 1661 -� I I I.1=1 PRESSURE SUPPLY LINE STATIC WATER PRESSURE @ W.M. (P.O.C.): 96.5 P.S.I. -{ I _III III I l I I l III= SLEEVE - SIZE TWICE ( ) PVC TEE ) DATA INDUSTRIAL MODEL 228 PV "IR" FLOW SENSOR Contractor shall verify the static water pressure with supplier DIRECT BURIAL LOW I DIAMETER OF PRESSURE PVC 5C. 4D PVC TEE SXSXT (SXSXT VOLTAGE CONTROL ' I „ SUPPLY LINE STREET ELBOW OR ELBOW PVC SC. 40 OR ELBOW prior to installation. If different from PSI noted above, Contractor PRESSURE LINE fi TYP. STREET ELBOW WIRES 4RAINBIRD QUICK COUPLER 33D - Locate in a 10" round lockable plasbcvaive box {MAIN OR LATERAL} PVC 5C. 40 to notify Owner for instructions. Failure to do so will result NON -PRESSURE LATERAL PVC SCH. 40 ELBOW PVC SC. LB STREET ELBOW @ 150' o.c. maximum. Support with a sch 40 pvc pipe stake and two house clamps in contractor being responsible for changes that might occur. LINE SLEEVE - SIZE TWICE STREET ELBOW each. NOTES: DIAMETER OF NON -PRESSURE PVC SCH. 40 ELBOW LATERAL LINE NOTES: AUTOMATIC CONTROLLER LOCATION - SEE CONTROLLER NOTE NOTES: 1 • LOCATE HEADS 6" FROM SIDE WALK, CURB ETC. 1 TRENCHING AND BACKFILLING SHALL BE PER STANDARD SPECIFICATIONS. 1. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC. 2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS MINIMUM BACKFILL RELATIVE COMPACTION SHALL BE 90% NOTES: 2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS AND CORNERS. Provide controller charts per City requirements. 1. ALL SLEEVES TO BE SCH 40 PVC. AND CORNERS. 3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD. Contractor to also install a WCS 'Rainguard' Rain shutoff device @ the controller. Locate �J BUNDLE CONTROL WIRES TOGETHER AND TAPE TO PIPE AT 10 FOOT 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD. 4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD in a vandal resistant area free from overhead obstruction and outside of the INTERVALS 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD USING SCHEDULE 80 NIPPLE. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER To CITY USING SCHEDULE 80 NIPPLE. irrigation spray pattern. �4 INSTALL PIPE W/CLASS OR SCH RATING LABEL UP. STD. NO. 120 (24" MIN. To 38" MAX DEPTH TO TOP OF PIPE BELOW PVC SCH. 40 MAINLINE- 1-112" AND SMALLER. PVC CLASS 315,2" AND LARGER. CITY OF FONTANA 24" COVER UNDER PAVING, 18" COVER IN PLANTING AREAS, SIZES AS INDICATED. IRRIGATION CONTROLLER STANDARD 1`3 IGATION L Tf11%_111L7NCHIN_GTYPICAL SPOP-UP Spplr ER HEAD HI H POP-UP SPRIN117 E1� HEAD FOR COMMUNITY FACILITIES DISTRICTS PVC CLASS 200 LATERAL LINE- 12" COVER IN PLANTING AREAS. (C•F,]�•►S) PVC SCHED. 40- 24" COVER UNDER PAVING PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIAMETER OF PIPE 1. TORO SENTINEL CONTROLLER INSTALLED IN AN Pipe , controller wires and communication cable to be 24" deep under paving and APPROVED STAINLESS STEELEDISON METER BOX 18" below walls. ENCLOSURE. OF 14 7 _.- 12'° SCH. 40 WIRE SLEEVE -Locate in a separate trench per UBC and City Specifications. 1s WHITE W/STRIPE WIRES 2. CONTACT AQUA FLOW WITH THE FOLLOWING NUMBERS INDICATES VALVE NUMBER (COMMON) LEGEND - USE CARSON VALVE BOXES. a INDICATES CONTROLLER FOR THE CITY OF FONTANA METER/CONl'ROLLER. BLUE 1, 10" DIAMETER CIRCULAR VALVE BOX. a INDICATES VALVE GPM LEGEND 5 13 1 2 3 4 WATERPROOF ALL 4 INDICATES VALVE SIZE FONTANA PART # FOR A 36 STATION CONTROLLER PLAIN 1. ELECTRIC CONTROL VALVE. WIRE CONNECTIONS 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. ESB36-U2-MPEA1610K OB1-VITA 2. RECTANGULAR VALVE BOX W/GREEN BOLT AS PER STD. 3, 14" x 19" RECTANGULAR VALVE BOX. F.G. DOWN COVER. HEAT BRAND VALVE STATION 12 NO. ON LID IN 2" HIGH CHARACTERS. " FONTANA PART # FOR A 48 STATION CONTROLLER 4. 20 x 30 RECTANGULAR VALVE BOX. ESB4$-U2-MPEA1610K-OBI-VRA 11 3, CHRISTY'S I.D,TAG - NUMBERED TO RED MATCH DRAWINGS. YELLOW MASTER CONTROL 3 12 4• FINISH GRADE. - VALVE NOTES 12" ca a 11 5. PVC. MALE ADAPTER (TYP.) FLOW SENSOR A. CENTER VALVE BOX OVER VALVE TO FACILITATE CONTACTS: SERVICING OF VALVE. w e*- • 6. PVC PIPE TO SPRINKLERS - ANGLE PIPE DIAMETER SAME SIZE 3 � 10 $o '' o° °•• o ° TO SPECIFIED DEPTH WITH 45 DEG. ELLS. AS FLOW METER SIZE " '$ �° B. SET VALVE BOXES 2 MAXIMUM ABOVE GRADE IN AQUA FLO ° 0 0 ' D 7. COMMON BRICK (4 REQUIRED). MULCH COVER OR GROUNDCOVER/SHRUB AREAS - TOM RADEN o a . 0. ° 12" SET FLUSH WITH FINISH GRADE IN TURF AREAS. 11 PHONE # (805) 895-8909 0 0 00 o 8. COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER. 8 7 MINIMUM DIS ANCE DOWNSTREAM C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND- FAX # (661) 718-0192 9. 3/4" CRUSHED ROCK. 8" DEEP. 3 5X DIAMETER OF FLOW METER SIZE COVER/SHRUB AREA WHERE POSSIBLE - INSTALL SECTION 14 10. CONTROL/COMMON WIRES FROM CONTROLLER. IN TURF ONLY IF THERE IS NO ADJACENT GROUND - 11. PVC SCHEDULE 40 PIPE. MINIMUM DISTANCE UPSTREAM 12" COVER. 12. PVC SxS 90 DEG. ELL. 1OX DIAMETER OF FLOW 1 D. SET VALVE BOXES PARALLEL TO ONE ANOTHER 13. WATER PROOF WIRE CONNECTOR. METER SIZE AND PERPENDICULAR TO EDGE. (SEE DETAIL 6) E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE � ViDSC4P CITY OF F 14. MAIN LINE FITTING W/SOLVENT WELD OUTLET. PLAN VIEW BOXES TO PREVENT THEIR DEFORMATION /COLLAPSE. ~�*�� Po�H4�•lpcy/ LANDSCAPE PLANS 15. COIL WIRES PER SPECIFICATIONS. 2 $2 s � 16. STATION NUMBER � NG BE,DP TR 16572 AS SHOWN soma n��t� BY, VIENNA LANE EXTENSION ]DATE, J'>► > �.'Q" RD,� /% /% 05131/05 CONTROL CHECKED B' '�°�� � � �RE1QTE FLOW DETER VALVE BOX INSTALLATION 4F CAE; 5 CITY ENGINEER R.C.E. 5L= EW. DATE 10 �D \,I oSco h. P QL y4 G� i 2782 9TF OF CA���� CO)�4 Z 119� WC) W C7 ^ W 0 za a �H �z �D \,I oSco h. P QL y4 G� i 2782 9TF OF CA����