Loading...
HomeMy WebLinkAbout3980-3MOUNT AUTOMATIC CONTROLLER APPROVED VANDAL RESISTANT ON MOUNTING BRACKETS INSIDE CONTROLLER ENCLOSURE APPROVED PROTECTIVE ENCLOSURE STRONG BOX SB-24SS NOTES 1, REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLIES MUST BE CONNECTED TO CITY WATER RAIN GUAR© " NOTE: INSTALL BACKFLOW PREVENTER AS REQ, BY LOCAL CODES AND TESTED PRIOR TO BEING PLACED ! N TO SER Vk CE. CONCRETE FOOTING: INSTALL ND 3 AND HEALTH DEPT. VERITY LOCAL REQS. PRIOR TO INSTALLATION. MINIMUM ABOVE GRADEEAND SLOPE 2. POINT OF SERVICE: CONCRETE AT 2% TO DRAIN VANDAL PROOF ENCLOSURE A.POINT OF SERVICE IS THE BACK OF CURB FOR ALL CITY STREETS WITH PLANTER STRIPS. REDUCED PRESSURE SIZE TO FIT B.POINT OF SERVICE IS THE BACK OF SIDEWALK FOR STREETS WITH SIDEWALK CONTIGUOUS WITH 04CURB AND GUTTER. BACKFLOW PREVENTER BRASS NIPPLES (4" MIN. BACKFLOW ENCLOSURE H REMOTE CONTROL VALVE WIRES: BALL VALVE LENGTH) VERIFY W/ 3/4" GRAVEL (SEE NOTE BELOW) oZ 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 a r' •+ r ON SWITCH CONTROL UNIT AT TERMINALS ( •-. ,.� �- - ; -� ;+- W D. WHERE THE POINT OF SERVICE IS UNCLEAR THE LOCATION SHALL BE DETERMINED BY THE PROVIDED IN CONTROL UNT, a '` • •s+ BRASS ELBOW o N REDUCED PRESSURE CROSS CONNECTION CONTROL SPECIALIST OR HIS DESIGNEE. FINISH GRADE EXTEND ONE COMMON WIRE TO BRASS "Y" '"� • "; ~' '{'^ .'_;" ." " :" ' `; "`; " , ' °CL ALL R.0 V. S AND ONE CONTROL STRAINER W/ Y t �: ,.:• ' _. .; -;, M yid •i I d .�►• �� Y• • � BRASS 90 ELL (IVP.} �; � .. Y'•{" <'�' t ' •tet }: � �';• ." '.:...�'; y . -. ..' � PRINCIPLE BACKFLOW .• ' ' �'� BRASS UNION PREVENTION ASSEMBLY WIRE TO EACH R.C.V. (TYPICAL) 60 MESH `•� 8" MIN. �' ' 4 _N 3, LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES AND CERTIFIED BACKFLOW PREVENTION CO MON WIRE SHALL BE TIED' M MONEL SCREEN • , , .�..r.; >,� � �. , c. x::....:;•:, ; , r ,. ,�, N;• :•: ia `v,t''''' ''' •_.q+.�: .. �,..t INSIDE PROTECTIVE ENCLOSURE '""'�'`�'`' `s.,rtir'�`'''"' ` �' '' �' rs.°" "'`'"'' '�' Z ASSEMBLY TESTERS ARE AVAILABLE AT THE DEPARTMENT OF UTILITIES CUSTOMER SERVICE WHEN REQUIRED, & BRASS PLUG .. BRASS UNION IaTYP,) . . -�- �-� - ''=- COUNTER. ~ .1 A r *' ' oLU 4 REBAR » $• THE BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED ABOVE GROUND. IN A a' " PLAN » , . MIN. 1$ CL a•. v, pa 4" CONCRETE PAD 12 12 HORIZONTAL AND LEVEL POSITION. THE ASSEMBLY SHALL BE LOCATED ON THE CUSTOMER'S V. `°•'' .4. fi" MINI. iii CUR `n MAX 35" CLR. SIDE AND NO FURTHER THAN FIVE (5 FEET FROM THE POINT OF SERVICE OR THE METER. STREET 00 f 5• NO OUTLET, TAP, TEE, OR CONNECTION BETWEEN THE WATER MAIN AND BACKFLOW PREVENTER TO CITY IS ALLOWED UNLESS APPROVED BY THE DEPARTMENT OF UTILITIES. FG FG NOTE: BACKFLOW ENCL05URE,l.E MEUR OR EQUAL END WATER MAIN �o 24"X60OW E HIGH HINGED AT ONE END �- METER 6. BACKFLOW TO BE MOUNTED ON A CONCRETE PAD AND SHALL BE ENCLOSED IN A COMPOSITE 1/2" BY 5 -FOOT MIN, 00 �•.-�; -f ,':' '' -,. * ' ' -:.- .�;=s "Ow �� �OW FIBERGLASS BOX MANUFACTURED BY WNTER BOX (800) 942-4705, WITH LOCKING CAPABILITIES COPPER GROUND ROD. +- • •�. ' • � SECURE TO 6"X8 FOOTING W/4 J BOLTS CONDUIT AND IRRIGATION (EQUIPMENT TO BE CENTERED INSIDE 7. FREEZE BAGS ARE RECOMMENDED FOR FREEZE PROTECTION. (IF APPLICABLE) ELECTRICAL CONDUIT TO SOURCE INTERCONNECT WHEN REQUIRED 00 , ; : , ; • , HOUSING) 5' MAX. CONTROL UNIT REQUIREMENTS PVC SWEEP ELBOW �, .4 8. BACKFLOW SHALL BE WRAPPED WITH THERMAL "POLAR BARRIER R-19" INSTALL PER MFG. 120 V., 60 Hz, 2 AMP. MAX. SIZE AS REQUIRED • SPECS. (909) 587-2230 4 d NOTES: 12"XI2"X12" CONCRETE GENERAL NOTES' COPPER TUBING TYPE L - 1. COMMON WIRE TO BE WHITE AND CONTROL WIRES TO BE COLOR 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR Pr 7r CODED. FROM P.O.C. THRUST BLOCK PVC MAINLINE 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND R.C.V.. PRIOR TO POURING ENCLOSURE 3. ALL WIRING , CONDUIT OR PLUMBING TO GO THROUGH BOTTOM USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE INSTALLATION OF 2 INCH AND SMALLER REDUCED PRESSURE OF CONCRETE FOOTING. OR METAL TO PVC MALE PIPE THREADS 4. AFTER ESTABLISHMENT OF ALL PLANT MATERIAL CONTROLLER SHALL BE PROGRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME PRINCIPLE BACKFLOW PREVENTION ASSEMBLY W WATER METER (TYPICAL) N.T.S. AUTOMATIC CONTROLLER REDUCED PRESSURE B.F. REDUCED Px_011%E0SSU_xD%..E B.F. I-R-R-IGATION LEGEND IDIGATION NOTES (9 LEGEND SYMBOL MFG. MODEL NO. 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 1N 2" HIGH LETTERS. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED 2 "GV" ON VALVE BOX COVER IN 2" s3T�P t PLAN Qc� d1 RAINBmD 1806-5Q QUARTER SPRAY BEAD 4' .07 25 AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN HIGH LETTERS, 2. STRIP WIRES APPROX. 5/8 FROM ENDS - 2. FINISH GRADE. PLAN TWIST TOGETHER. � RAINBIRD 1806-511 HALF SPRAY HEAD 4' .13 25 PLANTING AREAS AND JOINT TRENCHES 'WHEREVER POSSIBLE. 2. FINISH GRADE. 11 12" M,Ax. 3. 3/4" CRUSHED ROCK. 6" DEPTH. RAINBIRD 1806-8Q QUARTER SPRAY HEAD 7' .21 25 SPRINKLER ADJUSTMENT REQUIRED _ - 3. GATE VALVE WITH BRONZE WHEELHANDLE 4 3 3. PUT CRIMP SLEEVE OVER WIRE ENDS - 611 MIN. d 1 2 0 RAINBIRD 1806-8H HALF SPRAY HEAD 7' .41 25 litca-11 OR CROSSHANDLE.CRIMP AND CUT OFF EXCESS WIRE. Y E 4. BRASS NIPPLE. (LENGTH AS REQUIRED). (p RAINBIRD 1806-8F FULL SPRAY HEAD 7' .82 25 THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS 13TI:P 2 4. APPLY SEALER TD OUTSIDE OF SEALING 5. BRASS 90 DEG. ELL.4 R.AINBI D 1806-12Q QUARTER SPRAY HEAD i1l .60 25 FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND 3 4. 6 DIA. SCH. 40 PVC PIPE EXTENSION - ® RAINBIRD 1806-12H HALF SPRAY HEAD 11 1.2 25 ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST LENGTH AS REQUIRED. PLUG - FILL CAVITY WITH SEALER. _ 6. MAINLINE PIPING. o RAINBIRD 1806-12F FULL SPRAY HEAD 11' 2.4 25 Q DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE O RAINBIRD 1806-15 UARTER SPRAY HEAD 14' .82 25 C0' 5. 3/4" CRUSHED ROCK - 8" DEPTH. 5. PULL BASE SOCKET OVER CRIMPED CON Q Q PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY 6 '_� �•s• n 'r=r�� o,0 00 / 6 5 NECTION AS FAR AS POSSIBLE. `t 7. MAINLINE FITTING. O RAINBIRD 1806-15H HALF SPRAY HEAD 14' 1.65 25 w lm FULL SPRAY HEAD PERCENT (50°/a). �D °• o pO Q• o p° °°S0°°°' 4 6. COMMON BRICK (4 REQUIRED). z 8. BRASS 90 DEG. STREET ELL. RAIIrTBIRI3 1806-15F 14 3.3 25 7 080 • 0$0 • a oo� g�T�P 6. PUSH SEALING PLUG INTO BASE SOCKET. ut RAiNBIItD 1806-8Q QUARTER SPRAY HEAD 7' .21 25 FIELD CONDITIONS °, 0 .°.. �� �. 0 ° °�O° ' 7. PVC MALE ADAPTER (TYPICAL), 7. PUSH WIRES TO END OF BASE SOCKET Itit °s° "�° 3 9. BRASS NIPPLE - 6" LONG. RAINBIRD 1806-8H HALF SPRAY HEAD 7' .41 25 DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE 8. 2" CLEARANCE. TO ASSURE COMPLETE SEALING OF '� o •' 13 ® RAINBIRD 1806-8F FULL SPRAY HEAD 7' .82 25 DRAWINGS WHEN ITIS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR CONNECTION. 8 10. QUICK COUPLING VALVE. 0 00'� RAIN BIRD 1806-12Q QUARTER SPRAY HEAD 11' .60 25 a °0 ° ' 8 9 . PVC MAIN LINE PIPE. 7 ' GRADE DIFFERENCES EXIST .AND SHOULD BE BROUGHT TO THE ATTENTION OF THE 9 080, • . - 0 0 0�0 8. RAIN BIRD "SNAP -TITS" WIRE CONNECTOR 11. WALK OR CURB. ® RAIN BIRD 1806-12H HALF SPRAY BEAD 11' 1.2 25 CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS $0 0 oog°=8a 00 o 0 • °`•k * }� eTEP .4 OR APPROVED EQUAL. RAIN BIRD 1806-12F FULL SPRAY HEAD 11' 2.4 25 • o 80 $0.80 � 0g0 • S 1 s� I N TURF AREAS. 12 . 2 4 #3 R E B AR W/ 2 NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY SECTION 0 a © o o 2 IN SHRUB AREAS. 1Z STAINLESS STEEL BANDS RAIN BIRD 1806-15Q QUARTER SPRAY HEAD 14' .82 25 RAIN BIRD 1806-15H HALF SPRAY HEAD 14' 1.65 25 REVISIONS REQUIRED. 13. BRICK SUPPORT (3 REQ.) p RAIN BIRD 1806-15F FULL SPRAY HEAD 14' 3.3 25 SWING JOINTS 8 * 1 " I N LAWN AREAS. 01 R14I1�1BIRD 1806-15 EST END SPRAY HEAD 4X14' .56 25 INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS, SECTION , 2" IN SHRUB AREAS. ® RAINBIRD 1806-15 SST STRIP SPRAY HEAD 4x28' 1.11 25 AS PER DETAIL. B TORO 5702 -6P -2 -SST STRIP SPRAY HEAD 2x6' .09 25 NOTE: USE TEFLON TAPE ON ALL MALE PIPE ® TORO 5702 -6P -SB -2 -180 -PC -2 STREAMBU13BLER 1.5' .21 25 MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED THREADS. 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. WIn1%__j0L2, �[ ]� (CONTRACTOR TO DECIDE IN FIELD WHICH BUBBLER TO INSTALL) BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY GATE VALVE CONNECTOR QUICK COUPLING VALVE CONTRACTOR MUST USE TORO 570 ADJUSTABLE ARC NOZZLES OR 570 V-15 NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED NOZZLES TO AVOID OVERSPRAY AND INSURE FULL COVERAGE. GALLONS PER MINUTE IS NOT AVAILABLE. THE CONTRACTOR IS REQUIRED TO USE (SEAL-A-MATIC) WATER LINE UNDER PAVING POP-UP BODY'S ON ANY HEADS ON A SYSTEM WITH 3' OR GREATER THAN ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES ELEVATION CHANGE- ORAS NEEDED IN FIELD. HARDSCAPING(SEE NOTE 4) HIGH POP-UP HEAD UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP. THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10' NOZZLES AS REQUIRED IN .;,�� .. �.;• ,,. • ... CURB OR WALK THE FIELD. ANY HEADS THE NEED A REDUCTION OF MORE THAN 50 % OF THE SYSTEM COVERAGE 4M' �.`�.i FINISH GRADE { �' { J FINISH GRADE POP-UP HEAD CURB OR WALK 1 MIX I U2" MIPLI�- LISTED SPRAY PATTERN WILL REQUIRE TORO PCD SCREENS. _III I III I I I l THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN III I I III III= in 1114* MIN• . ❑M DOMESTIC WATER METER - REFER TO CIVIL PLANS. ORDER TO GUARANTEE 100% COVERAGE. CONTRACTOR TO CONTACT THE 6" III I III III- f _ HE FEBCO 825Y 2" REDUCED PRESSURE BACKFLOW PREVENTER IN LEMUR VANDAL- CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN WALK PAVEMENT OR -III I I I RESISTANT STEEL MESH ENCLOSURE -SEE DETAILSJI ADDITIONAL COST TO THE OWNER. OTHER STRUCTURE I I I I - T NIBCO T-113 yGATE VALVE (3" OR SMALLER) - LINE SIZE _ CLEAN BACKFILL SEE z SPECS. FOR MATERIAL. Locate in a 10 round lockable plastic valve box, I I I I SUPERIOR 950DW SERIES REMOTE CONTROL VALVE (SIZE INDICATED) . •e ... •. ..° 04 9D% COMPACTION REQUIRED 2'-0" MIN. FOR LINES '" ,� �'•" -III I I= " Locate in a 12" x18"rectangular lockable plastic valve box per valve. LESS THAN 2 1/2'---,,, 12 MIN. I I I I PROVIDE 6" MIN. OF SAND PVC SCH, 80 NIPPLE, SIZE IZ` MIN. 12 MIN. Al! valves and plastic valve boxes to be numbered. IRRIGATION DESIGN CRITERIA DIA. _III _ BEDDING AND SHADDING AND LENGTH AS REQUIRED .... . ................ . .. TYPICAL TWO PLACES Name of Water Supplier: West Valley Water District 3104105 R I I ,.'.'.'.'.'.'.'.'..'..'.'.'.'.'.'.'. I I LATERAL UNE, SIZE PER LATERAL LINE, SIZE PER Pressure Given By :Lon Tsai @Engineering (909) 875-1804 NDN -PRESSURE -III . • • . • ... • • • • .. I I DRAWINGS HGL - 1884 HIGH -32' LOW DRAWINGS PVC SCH. 80 NIPPLE SIZE 3'-0" MIN. UNDER LINE LATERAL TMP CA LENGTH ASREQUIREDF ZONE 6 ( } -III I III- CONTROL WIRE SLEEVE - (D DATA INDUSTRIAL MODEL 228 PV "IR" FLOW SENSOR PAVEMENT FOR ALL I III . , .. _ SIZE PER PIAN INSTALL HIGHEST ELEVATION ON THIS SYSTEM '1548 LINES AND LINES =II1=1 . • • ... III_ ADJACENT TO PRESSURE RAINBIRD QUICK COUPLER 33D - Locate in a 10" round lockable plastic valve box LOWEST ELEVATION ON THIS SYSTEM 1595 GREATER THAN 2 N .......... SUPPLY LINE 1/2" DIA. 1=1 II I I @ 150' o. c. maximum. Support with a rebar stake at '18" long and two house clamps WATER METER ELEVATION 1635 PRESSURE SUPPLY LINE each. WATER PRESSURE @ METER: 108 P.S.I. l III I i 1-11 I I SLEEVE - SIZE TWICE PVC SC. 40 PVC TEE SXSXT TEE DIRECT BURIAL LOW L, III- I III- DIAMETER OF PRESSURE STREET ELBOW OR ELBOW ) PVC SC. 40 OR ELBOW AUTOMATIC CONTROLLER LOCATION - SEE CONTROLLER NOTE Contractor shall verify the static water pressure with supplier VOLTAGE CONTROL PRESSURE LINE I 601 TVP, SUPPLY UNE STREET ELBOW �--® prior to installation. If different from PSI noted above, Contractor WIRES MAIN OR LATERAL PVC SC. 40 to notify Owner for instructions. Failure to do so will result ( } PVC SCH. 40 ELBOW PVC 5C. 40 STREET ELBOW Provide controller charts per City requirements. NON -PRESSURE LATERAL STREET ELBOW Contractor to also instal! a WCS 'Rainguard' Rain shutoff device @ the controller. Locate in contractor being responsible for changes that might occur. LINE SLEEVE -SIZE TWICE PVC SCH. 40 ELBOW DIAMETER OF NON -PRESSURE in a vandal resistant area free from overhead obstruction and outside of the NOTES: LATERAL LIN E NOTES: irrigation spray pattern. TRENCHING AND BACKFILLING SHALL BE PER STANDARD SPECIFICATIONS. NOTES: 1. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC. 1. LOCATE HEADS fi 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. RAINBIRD XACZ-075-COM CONTROL ZONE KIT SERIES REMOTE CONTROL VALVE - SIZES INDICATED. t. ALL SLEEVES TO BE SCH 40 PVC. AND CORNERS. 3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD. r3 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 INTERVALS 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD USING SCHEDULE 80 NIPPLE. DRIP SYSTEMS. - SYMBOL INDICATES PVC LATERAL LINES, WITH RAINBIRD XBD-81 MULTI OUTLET 4. PIPING ANDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY USING SCHEDULE 80 NIPPLE. EMITTER KIT WITH DISTRIBUTION TUBING. INSTALL PIPE W/CLASS OR SCH RATING LABEL UP. STD. No. 120 (24" MIN. To 36" MAX DEPTH TO TOP OF PIPE BELOW PLEASE REFER TO FRONT YARD TYPICALS AND FIELD CONDITIONS FOR PLANT SIZES AND QUANTITIES. THIS WILL DETERMINE THE QUANTITY OF MULTI OUTLET EMITTER KITS. USE RAINBIRD EMITTERS AS LISTED: IRRIGATION LINE TRENCHING TYPICAL SLEEVING POP-UP SPRINKLER HEAD HIGH POP-UP SPRINKLER DEAD (XB -10 1 PER 1 GAL) (XB -10 2 PER 5 GAL SHRUB) (XB -20 3 PER 15 GAL. TREE) (XB -20 5 PER 24"BOX TREE} � q� NOTE: 'DT -025'1/4 " VINYL DISTRIBUTION TUBING. IS NOT SHOWN ON PLANS. �J 16 PROVIDE A FLUSH CAP TO THE END OF EACH LATERAL LINE RUN. OF 14 " PROVIDE AN AIR RELIEF VALVE TO SYSTEM HIGH POINT AND LOCATE IN A RAINBIRD SEB -6X BOX -� �- 12 LEGEND WHITE W/STRIPE WIRES SEE DETAIL FOR DRIP CONNECTIONS. PLAN 15 13 i 2 3 4 (COMMON) LEGEND - USE CARSON VALVE BOXES. 1. ELECTRIC CONTROL VALVE. BLUE PVC SCH. 40 MAINLINE- 1-112" AND SMALLER. PVC CLASS 315,2" AND LARGER. 2. RECTANGULAR VALVE BOX W/GREEN BOLT 1, 10" DIAMETER CIRCULAR VALVE BOX. 24" COVER UNDER PAVING, 18" COVER IN PLANTING AREAS, SIZES AS INDICATED. F.G. DOWN COVER. HEAT BRAND VALVE STATION WATERPROOF ALL 4 NO. ON LID IN 2" HIGH CHARACTERS. WIRE CONNECTIONS 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. PVC CLASS 200 LATERAL LINE- 12" COVER IN PLANTING AREAS. 11 3. CHRISTY'S I.D.TAG - NUMBERED TO AS PER STD. 3. 14" x 19" RECTANGULAR VALVE BOX. PVC SCHED. 40- 24" COVER UNDER PAVING 1 MATCH DRAWINGS. 12" 4 12 4. FINISH GRADE. 4. 20" x 30" RECTANGULAR VALVE BOX. _ = PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIAMETER OF PIPE = p 11 5. PVC. MALE ADAPTER (TVP.) YELLOW D MASTER CONTROL 3 Pipe , controller wires and communication cable to be 24" deep under paving and -- 18" below walls. w VALVE w 10 a • 6. PVC PIPE TO SPRINKLERS -ANGLE PIPE r � NOTES g0 • $o ° o°°. Roo ' o° ° o �''oo TO SPECIFIED DEPTH WITH 45 DEG. ELLS. 12" SCH. 40 WIRE SLEEVE -Locate in a 5eperate trench per UBC and City Specif~1Ca#ians, FLOW SENSOR A. CENTER VALVE BOX OVER VALVE TO FACILITATE ° o ° a 7. COMMON BRICK (4 REQUIRED). SERVICING OF VALVE. INDICATES VALVE NUMBER ° ° 0 0°\ ° 8. COMMON WIRE TO OTHER VALVES ON DIAMETER SAME SIZE 3 a INDICATES CONTROLLER SAME CONTROLLER. AS FLOW METER SIZE B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN 9 � 7 - - - _ INDICATES VALUE -GPM MULCH COVER OR GROUNDCOVER/SHRUB AREAS - 9. 3/4" CRUSHED ROCK. 8" DEEP, 12" SET FLUSH WITH FINISH GRADE IN TURF AREAS. INDICATES VALVE SIZE SECTION 14 10. CONTROL/COMMON WIRES FROM CONTROLLER. 11. PVC SCHEDULE 40 PIPE. MINIMUM DIS ANCE DOWNSTREAM 3 C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND - 5X DIAMETER OF FLOW METER SIZE COVER/SHRUB AREA WHERE POSSIBLE - INSTALL 12. PVC SxS 90 DEG. ELL. IN TURF ONLY IF THERE IS NO ADJACENT GROUND - 13. WATER PROOF WIRE CONNECTOR. MINIMUM DISTANCE UPSTREAM 12$= COVER. (SEE DETAIL 6) 1OX DIAMETER OF FLOW D. SET VALVE BOXES PARALLEL TO ONE ANOTHER 14. MAIN LINE FITTING W/SOLVENT WELD OUTLET. METER SIZE 1 AND PERPENDICULAR TO EDGE, CITY OF FONTANA 15. COIL WIRES PER SPECIFICATIONS. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE 16. STATION NUMBER PLAN VIEW BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE. LANDSCAPE PLANS 2 RD srk TR. 16870-1 S sxowN eY, colz "All + ��E�� Roadway RD, RP Landscape Plans 07/25/05 REMOTE CONTROL VALVE FLOWMETER VALVE BOX INSTALLATION � ��� "�"� ��-14',� 4:Z& aff MGMM ML MM2 W. HATE POlk4 �'PC 2782 /it o `�- & �,'QQ`�' OF CA1-�F DWN CHK IrN Cn DATE 7/25/05 roe # 05-017 w� W0 � W o� POlk4 �'PC 2782 /it o `�- & �,'QQ`�' OF CA1-�F DWN CHK DATE 7/25/05 roe # 05-017 of 11