Loading...
HomeMy WebLinkAbout3551-9REDUCE PRESSURE BACKFLOW PREVENTION PRESSURE REGULATOR IF REQUIRED. SET AS SHOWN ON SITE DRAWING STRAINER #40 MESH MONEL BACKFLOW ENCLOSURE (SEE NOTE BELOW) BRASS ELBOW - BRASS NIPPLE - BRASS BALL VALVE - BRASS PIPE LOCK BOX 00 ' .i STAINLESS STEEL "U" BOLT EMBEDDED IN CONCRETE FOR LOCKING FEATURE BRASS ELBOW CONC, STABILIZER �- PRESSURE SUPPLY LINE (INTAKE) BRASS NIPPLE (4 PLACES) BRASS ELBOW BRASS NIPPLE BRASS UNION BRASS BALL VALVE BRASS PIPE HINGE (2 PLACES) #4 REBAR CONTINUOUS LOOP PRESSURE SUPPLY LINE (DISCHARGE) •:" •, , ' - MALE ADAPTOR PVC SCH. 40 BLASS ELBOW (DO NOT ENCASE 3/4" GRAVEL IN CONC, STABILIZER NOTE: BACKFLOW ENCLOSURE: LEMEUR GREEN CAGE MODEL # BF -99 OR EQUAL 18WX30LX30H: HIGH & HINGED AT ONE END, SECURE TO CONCRETE PAD -SIZE AS REQUIRED W/ 4"V BOLTS, (EQUIPMENT TO BE CENTERED INSIDE HOUSING), WIRE BACKFLOW ENCLOSURE, NOTE: CONTRACTOR SHALL FORM ENCLOSURE BASE AND REQUEST INSPECTION PRIOR TO POURING. CONTRACTOR SHALL USE 520-C-2500 CONCRETE. BACKFLOW PREVERITER (EXISTING) SCALE: N.T.S. LEGEND: 1. POP-UP SPRAY HEAD, 3/4" ABOVE FINISH GRADE IN LAWN AREAS AND 1 1/2" ABOVE FINISH GRADE IN PLANTING AREAS. 2. WALK OR CURB. 3. PVC SCH. 80 NIPPLE - 4" MIN, LENGTH. 4. PVC TXT 90 DEG. ELL. 5. LATERAL LINE PIPE AND FITTING. 6. MARLEX 90 DEG. STREET ELL, 7. PVC SCH. 80 NIPPLE - 6" LONG. 8. FINISH GRADE. 1 1/2" IN TURF AREAS. 3" IN PLANTING BEDS, NOTE: USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL TO PVC MALE PIPE THREADS. 6" P OF. U P SPRAY HEAD SCALE: N.T.S. LEGEND: 1, 6" ROUND PLASTIC FULL BOX COVER BOLT DOWN TYPE. 2, FINISH GRADE LAWN AREAS, 3. FINISH GRADE SHRUB AREAS, 4. COMMUNICATION CABLE/CONTROL WIRE. 5. PEA GRAVEL, ( MIN. 2" CU. FT.) NOTE: REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX. SPLICE OX ASSEMBLY SCALE: N.T.S. PROJECT: SYCAMORE HILLS 14. FILL VOIDS BY: FAC/JDD NOTE: SEE MATERIALS LIST LOCATED ON SHEET L-6. 15.1" PVC CONDUIT FOR #10 GROUND WIRE. STATIC PRESSURE HIGH: 108 SNAP-TITE WATERPROOF LOW: 97 CONNECTOR OR EQUAL SOURCE OF INFORMATION: PEGGY PIG TAIL EXPANSION BLUE LOOP (MIN. 24" LONG) SUPPLIER: WEST SAN BERNARDINO COUNTY WATER DISTRICT TEMPLATE AFTER USE. DO NOT LEAVE UNDER PHONE NUMBER: (909) 875-1804 CABINET. EQUAL) WITH PLASTIC INTEGRATED IRRIGATION CONTROLLER VALVE STATION/GPM: STATION: B-28 SCALE: N.T.S. GPM: 50 TRENCHING: ITEM: FINISH GRADE P.S.I. LOSS: WATER METER SIZE: 2" @ 50 GPM 1.90 PRESSURE REGULATOR: 2" @ 50 GPM 5.50 BACKFLOW DEVICE: 2" @ 50 GPM 13.00 FLOW SENSOR: 11/4" @ 50 GPM 4.65 MASTER VALVE: 2" @ 50 GPM 1.62 GATE VALVE(S): 1 3" @ 50 GPM 2.00 MAINLINE (CL. 315): 3" 1179 L.F. @ 50 GPM 3.42 AUTOMATIC VALVE SIZE: 2" @ 50 GPM 0.82 LATERAL LINE SIZE: 3/4" 62 L.F. @ 7 GPM 1.38 1 11 30 L.F. @ 10 GPM 0.39 11/4" 39 L.F. @ 14 GPM .31 11/2 11 15 L.F. @ -25 GPM .18 2" 5 L.F. @ 50 GPM .10 IRRIGATION HEAD PRESSURE: (+)15.00 PROVIDE 6" MIN. OF SAND N 30.00 SYSTEM LOSSES SUBTOTAL: RAMPS, NECESSARY. 65.27 FITTING LOSSES (10% OF SUBTOTAL): 4. PIPING UNDER PAVEMENT SUSCEPTIBLE LINE SLEEVE - SIZE TWICE 6.53 ELEVATION LOSSES/GAINS (ELEV. X.433) STD. (24" MIN. TO 36" MAX. DEPTH TO PRESSURE LATERAL LINE 2.50 TOTAL SYSTEM LOSSES: SECTION). SIZE TWICE DIAMETER OF SIZE PER PLAN, INSTALLADJACENT 74.30 AVAILABLE PRESSURE (LOW): (-) DEFICIT OR (+) RESIDUAL PRESSURE: SUPPLY LINE. 97.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 15.00 *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN PRESSURE OF 82 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSARY. PRESSURE LOSS CALCULATI(D"N"B" SCALE: N/A I l 14. FILL VOIDS �91WHITE BLUE NOTE: SEE MATERIALS LIST LOCATED ON SHEET L-6. 15.1" PVC CONDUIT FOR #10 GROUND WIRE. rnrrRE SNAP-TITE WATERPROOF IRRIGATION CONTROLLER CONNECTOR OR EQUAL 19 BLACK PIG TAIL EXPANSION BLUE LOOP (MIN. 24" LONG) WHITE w/ STIPE TEMPLATE AFTER USE. DO NOT LEAVE UNDER PLASTIC VALVE BOXCARSON OR (COMMON) CABINET. EQUAL) WITH PLASTIC INTEGRATED IRRIGATION CONTROLLER LOCKING LID. PLACE AT GRADE IN SCALE: N.T.S. TURF AREAS AND 3" ABOVE IN TRENCHING: PLANT BED. FINISH GRADE RED YELLOW S REQUIRED k 12.00 OF 6" LAYER OF CLEAN EARTH 45 GPM 3.30 SHALL BE INSTALLED ABOVE AND PIG TAIL EXPANSION .68 LOOP (MIN, 24" LONG) N OF 1 4 2. PROVIDE MINIMUM COVER OF 24" �� 1 PVC CONDUIT TO WIRES 5.18 CONTROLLER NON -PRESSURE PEDESTAL MASTERCONTROL I VALVE �L� FLOW METER DIAMETER SAME SIZE AS FLOW DIAMETER SAME SIZE AS METER SIZE FLOW METER SIZE MINIMUM DISTANCE DOWNSTREAM OF UNINTERRUPTED PIPE (5X DIAMETER OF FLOW METER SIZE) MINIMUM DISTANCE UPSTREAM OF UNINTERRUPTED PIPE (10X DIAMEETER OF FLOW METER SIZE) NOTE: WATERPROOF ALL WIRE CONNECTIONS. FLOW METER/MASTER VALVE (EXISTING) SCALE: N.T.S. 24" 32" 5 14 •e 15 9 co 10 -4 16 A 8 v. 13 11 FOOTING 12 LEGEND% 1. RADIO ANTENNA - LOCATION PER CITY OR MANUFACTURER'S RECOMMENDATIONS. 2. 24' FRONT ENTRY SATELLITE ASSEMBLY w/ NEMA 313 STAINLESS STEEL RAINPROOF ENCLOSURE (UL LISTED), STRONGBOX MODEL # SB-24SS/120V. 3. MASTER VALVE RELAY OR PUMP START RELAY. 4. RADIO REMOTE ACCESS. 5. 11/2" PVC CONDUIT FOR 120 VAC FROM METERED POWER SUPPLY OR PER LOCAL ELECTRICAL CODES. 6, POWER SWITCH/GFI RECEPTACLE, 7. SATELLITE CONTROLLER. 8. 11/4" PVC CONDUIT FOR COMMUNICATION CABLE. 9. PVC CONDUIT FOR CONTROL WIRES, SIZE AS REQUIRED. 10.1" PVC CONDUIT FOR FLOW SENSOR CABLE, 11. 1 1/4" PVC CONDUIT FOR COMMUNICATION CABLE TO OTHER SATELLITES (IF APPLICABLE). 12.5/8" DIA. X 8' GROUND ROD W1#10 GROUND WIRE & CLAMP. U D CONCR T FOOTING r -HUN i VIEW 13. PO RE E E 14. FILL VOIDS WITH CONCRETE. NOTE: SEE MATERIALS LIST LOCATED ON SHEET L-6. 15.1" PVC CONDUIT FOR #10 GROUND WIRE. 16.1 1/4" PUC CONDUIT FOR FUTURE USE. -NETWORK 8000 CONTROLLER, RADIO, RADIO LINK, SOURCE OF INFORMATION: PEGGY POWER SUPPLY, & SENSOR INPUT BOARD 15 16 13 1 2 4 INSTALLED ON BACKBOARD. DESIGNED BY: -CONTRACTOR TO THROW AWAY PEDESTAL SUPPLIER: WEST SAN BERNARDINO COUNTY WATER DISTRICT TEMPLATE AFTER USE. DO NOT LEAVE UNDER VALVE STATION/GPM: STATION: F-30 CABINET. D• IRRIGATION CONTROLLER - FRONT VIEW(EXIST.) SCALE: N.T.S. 45 GPM TRENCHING: PRESSURE REGULATOR: 2" @ FINISH GRADE TRENCHING NOTES: S REQUIRED 1. BELOW PAVED AREAS A MINIMUM 12.00 OF 6" LAYER OF CLEAN EARTH 45 GPM 3.30 SHALL BE INSTALLED ABOVE AND z .68 BELOW PIPING, N 2.00 2. PROVIDE MINIMUM COVER OF 24" °a 5.18 ON PRESSURE SUPPLY LINES 3" NON -PRESSURE .68 AND LARGER. LATERAL LINE .47 1" 20 L.F. @ 15 GPM 3. WHEN USING RECLAIMED WATER, CLEAN BACKFILL - PRESSURE SUPPLY LINE MAINTAIN MINIMUM 10' HORIZONTAL 90% COMPACTION SEPARATION BETWEENPOTABLE 32 GPM AND RECLAIMED PRESSURE LINES. MIN. 2" OF CLEAN EARTH WHERE LINES CROSS, PROVIDE PVC CONTROL WIRES SLEEVE FOR POTABLE LINE MINIMUM 8 V EACH SIDE OF RECLAIMED SYSTEM LOSSES SUBTOTAL: WATER LINE, 61.40 4. BUNDLE WIRES WITH TAPE EVERY 10', SLEEVING: 6.14 CLEAN BACKFILL - SEE SPECS SLEEVING NOTES: FOR MATERIAL 90% COMPACTION HARDSCAPING (SEE NOTE #4) TOTAL SYSTEM LOSSES: REQUIRED 1. ALL SLEEVES TO BE SCH. 40 PVC. ' '• 2, EXTEND ALL SLEEVES 12" BEYOND z EDGE OF HARDSCAPING AT BOTH ENDS. 30.00 (+)15.00 PROVIDE 6" MIN. OF SAND N 3, ROUTE SLEEVING AROUND HANDICAP BEDDING AND SHADDING nP RAMPS, NECESSARY. NON -PRESSURE LATERALS 4. PIPING UNDER PAVEMENT SUSCEPTIBLE LINE SLEEVE - SIZE TWICE TO TRAFFIC LOADS REFER TO CITY DIAMETER OF NON- STD. (24" MIN. TO 36" MAX. DEPTH TO PRESSURE LATERAL LINE TOP OF PIPE BELOW STRUCTURAL PRESSURE SUPPLY LINE SLEEVE - CONTROL WIRE SLEEVE - SECTION). SIZE TWICE DIAMETER OF SIZE PER PLAN, INSTALLADJACENT PRESSURE SUPPLY LINE TO PRESSURE (-) DEFICIT OR (+) RESIDUAL PRESSURE: SUPPLY LINE. SLEEVilkli'G/TRENCHING SCALE: N.T.S. PROJECT: SYCAMORE HILLS BY: FAC Mom STATIC PRESSURE HIGH: 108 LOW: 102 1. ELECTRIC CONTROL VALVE. SOURCE OF INFORMATION: PEGGY 2. RECTANGULAR VALVE BOX W/GREEN 15 16 13 1 2 4 SUPPLIER: WEST SAN BERNARDINO COUNTY WATER DISTRICT DESIGNED BY: PHONE NUMBER: (909) 875-1804 SUPPLIER: WEST SAN BERNARDINO COUNTY WATER DISTRICT IN 2" HIGH CHARACTERS. VALVE STATION/GPM: STATION: F-30 GPM: 45 D• ITEM: P.S.I. LOSS: WATER METER SIZE: 2" @ 45 GPM 1.60 PRESSURE REGULATOR: 2" @ 45 GPM 4.00 BACKFLOW DEVICE: 2" @ 45 GPM 12.00 FLOW SENSOR: 11/4 @ 45 GPM 3.30 MASTER VALVE: 2" @ 45 GPM .68 GATE VALVE(S): 2 3" @ 45 GPM 2.00 MAINLINE (CL. 315): 3 2157 L.F. @ 45 GPM 5.18 AUTOMATIC VALVE SIZE: 2 2" @ 45 GPM .68 LATERAL LINE SIZE: 3/4" 20 L.F. @ 8 GPM .47 1" 20 L.F. @ 15 GPM .55 11/4" 20 L.F. @ 244 GPM .42 11/2" 20 L.F. @ 32 GPM .38 2" 10 L.F. @ 45 GPM .14 IRRIGATION HEAD PRESSURE: 8 30.00 SYSTEM LOSSES SUBTOTAL: 'i " 36 L.F. @ 61.40 FITTING LOSSES (10% OF SUBTOTAL): .99 6.14 (ESTIMATED) ELEVATION LOSSES/GAINS (ELEV. X.433) 6.80 TOTAL SYSTEM LOSSES: 54 74.34 AVAILABLE PRESSURE (LOW): IRRIGATION HEAD PRESSURE: 102.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: 30.00 (+)15.00 *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN 63.04 PRESSURE OF 87 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSARY. 6.30 PRESSURE LOSS C ALCI) LATION F 6.54 TOTAL SYSTEM LOSSES: SCALE: N/A 75.88 LEGEND: u 1, ROUND PLASTIC VALVE BOX & COVER MARKED "IRRIGATION GATE" USE CHRISTY FL8 BOX & FL80 LID OR EQUAL. 2, FINISH GRADE. 3. GATE VALVE - SEE IRRIGATION LEGEND FOR MODEL#. 4. 3/4" WASHED CRUSHED AGGREGATE BASE, 1 CUBIC FOOT. 5. SCH. 40 PVC MALE ADAPTORS. NOTE: PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. GATE VALVE SCALE: N.T.S. 28" I, LEGEND: 1. RADIO ANTENNA - LOCATION PER CITY OR MANUFACTURER'S RECOMMENDATIONS. 2. 24" FRONT ENTRY SATELLITE ASSEMBLY w/ NEMA 313 STAINLESS STEEL RAINPROOF ENCLOSURE (UL LISTED), STRONGBOX MODEL # SB-24SS/120V. 3. CONTROLLERISATELLITE PER FRONT VIEW CONTROLLER DETAIL. 4. METER SOCKET WREST BLOCKS. 5. CLUSTER CONTROL UNIT OR SECOND CONTROLLER/SATELLITE IF APPLICABLE. 6, LOAD CENTER 7. POURED CONCRETE BASE. 8, #10 GROUND WIRE AND SLEEVE TO GROUND ROD CLAMP. 9. CONDUIT(S) PER FRONT VIEW CONTROLLER DETAIL. 10.5/8" DIA. X 10' DRIVEN GROUND ROD PER ARTICLE 250-81 OF 1990 NEC. 11. METER WINDOW WITH METER BEHIND TO FACE STREET. IRRIGATION CONTROLLER - SIDE VIEW (EXIST.) SCALE: N.T.S. NOTE: BLOCKS SHOULD BE FOR MAINLINE 21/2" AND LARGER. DO NOT USE SLIP AND BELL PVC PIPING, THRUST BLOCKS SHALL INCLUDE #3 REBAR AROUND PIPE AND INTO THRUST BLOCK. SCALE: N.T.S. SCALE: , 314" ABOVE FINISH GRADE IN LAWN, WHEN LEGEND: Mom 1 IN PLANTING AREAS, 1. ELECTRIC CONTROL VALVE. LOW: 97 2. RECTANGULAR VALVE BOX W/GREEN 15 16 13 1 2 4 BOLT -DOWN COVER. HEAT BRAND VALVE DESIGNED BY: STATION NO. & CONTROLLER LETTER ON LID SUPPLIER: WEST SAN BERNARDINO COUNTY WATER DISTRICT IN 2" HIGH CHARACTERS. 11 3. 2" CLEAR SPACE, D• 4, FINISH GRADE, VALVE STATION/GPM: STATION: A-2 5, PVC MALE ADAPTER (TYP,) 12 11 5 6 6. PVC PIPE TO SPRINKLERS - ANGLE PIPE 6, 314" ABOVE FINISH GRADE IN LAWN, WHEN LEGEND: NECESSARY, AND 3" ABOVE FINISH GRADE 1 IN PLANTING AREAS, 1. ELECTRIC CONTROL VALVE. LOW: 97 2. RECTANGULAR VALVE BOX W/GREEN 15 16 13 1 2 4 BOLT -DOWN COVER. HEAT BRAND VALVE DESIGNED BY: STATION NO. & CONTROLLER LETTER ON LID SUPPLIER: WEST SAN BERNARDINO COUNTY WATER DISTRICT IN 2" HIGH CHARACTERS. 11 3. 2" CLEAR SPACE, D• 4, FINISH GRADE, VALVE STATION/GPM: STATION: A-2 5, PVC MALE ADAPTER (TYP,) 12 11 5 6 6. PVC PIPE TO SPRINKLERS - ANGLE PIPE 6, TO SPECIFIED DEPTH WITH 45 DEG, ELLS, 7. COMMON BRICK (4 REQUIRED), •° ° 0 17 8. COMMON WIRE TO OTHER VALVES ON SAME • ` ' ° •+ 0 . • * + CONTROLLER. 3 7 9. 3/4" CRUSHED ROCK, 8" DEEP. SLOPE TOP OF FOOTING AWAY FROM PIPE. 10, CONTROUCOMMON WIRES FROM CONTROLLER. 8. 11. PVC SCHEDULE 40 PIPE (TYP.) 14 10 9 8 12, PVC SXS 90 DEG, ELL NATURAL COMPACTED SOIL. 13, WIRE CONNECTOR. 10. 1" DIA. ELECTRICAL PVC FROM PIPE TO 14, MAINLINE FITTING W/SOLVENT-WELD OUTLET. NOTE: 15, COIL WIRES PER SPECIFICATIONS AND WITH 24" LOOP. USE TEFLON TAPE ON ALL PVC TO PVC OR METAL TO PVC MALE PIPE THREADS. 16, CHRISTY'S I.D. TAG WNALVE STATION N0, & INSTALL IN SHRUB PLANTING AREAS, CONTROLLER LETTER, GPM 17, UNION REMOTE CONTROL VALVE SCALE: N.T.S. M E 7 LEGEND: TIPPING BUCKET (EXISTING) SCALE: N.T.S. 570 SERIES PCD SCREEN SELECTION CHART i... i 0 OW"I 1M7 SCALE: N/A SCALE: "TA N, d iRMUN-1 ­ M11111964 SCALE: N.T.S. • °• 0 ° ° 0. ° LEGEND: 1. HI -POP SHRUB HEAD BODY SET 1 1/2" MINIMUM ABOVE FINISH GRADE. 2. FINISH GRADE. 3. SCH, 40 PVC 90 DEGREE STREET ELL. 4.- MARLEX 90 DEGREE STREET ELL. 5, SCH. 80 PVC NIPPLE TYPICAL (2) PLACES. 6, MARLEX 90 DEGREE STREET ELL, 7. NON -PRESSURE LATERAL FITTING. 8. NON -PRESSURE LATERAL LINE. NOTES: 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS HARDSCAPING, MOW STRIPS, AND EDGES OF LAWN. 2, USE TEFLON TAPE ON ALL MALE THREADS, 3, INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. LEGEND: 1. 10" PLASTIC VALVE BOX WITH 2" LETTERS "Q.C." AND BOLT LOCK LID, 2, 1/2" STAINLESS STEEL HOSE CLAMP. 3 REQUIRED. 3, QUICK COUPLING VALVE. TOP OF VALVE SHALL BE 2" BELOW VALVE BOX COVER. 4. BRASS NIPPLE, LENGTH AS REQUIRED. 5. PRESSURE SUPPLY LINE, 6, PRESSURE LINE FITTING, 7. BRASS 90 DEGREE STREET ELL, 8, BRASS NIPPLE, LENGTH AS REQUIRED, 9, #4 REBAR STAKE 36" LONG. 10. BRASS 90 DEGREE STREET ELL. 11. BRASS 90 DEGREE ELL, 12. PEA GRAVEL, 2 CUBIC FEET MIN, QUICK COUPLING' VALVE SCALE: N.T.S. PROJECT: SYCAMORE HILLS 1. 4" DIA. STEEL POST CAP. SECURE TO PIPE. 1 2. TIPPING BUCKET BRACKET. LOW: 97 3. 112" DIA. FLEXIBLE ALL-WEATHER ELECTRICAL 4 DESIGNED BY: CONDUIT, CONNECT BOX TO BOX. SUPPLIER: WEST SAN BERNARDINO COUNTY WATER DISTRICT 4. TIPPING BUCKET RAIN GUAGE, INSTALL PER 3 CHECKED BY: MANUFACTURER'S RECOMMENDATIONS. VALVE STATION/GPM: STATION: A-2 5. 4" DIA. GALVANIZED STEEL PIPE POST, 2 6, WEATHER-PROOF ELECTRICAL')' BOX. DRILL P.S.I. LOSS: 1" DIA. HOLE THROUGH PIPE & MOUNT BOX ©; GPM TO PIPE. RA 7. SLOPE TOP OF FOOTING AWAY FROM PIPE. 5.50 8. FINISH SURFACE. GPM 9. NATURAL COMPACTED SOIL. 54 10. 1" DIA. ELECTRICAL PVC FROM PIPE TO 3'-4' MAX. F FOREST GREEN EXTERIOR HIGH GLOSS PAINT. CONTROLLER. GPM 11. PROPOSED CONTROLLER ENCLOSURE, 11 12. STAINLESS STEEL HOSE CLAMPS, (2) EACH. TIPPING BUCKET (EXISTING) SCALE: N.T.S. 570 SERIES PCD SCREEN SELECTION CHART i... i 0 OW"I 1M7 SCALE: N/A SCALE: "TA N, d iRMUN-1 ­ M11111964 SCALE: N.T.S. • °• 0 ° ° 0. ° LEGEND: 1. HI -POP SHRUB HEAD BODY SET 1 1/2" MINIMUM ABOVE FINISH GRADE. 2. FINISH GRADE. 3. SCH, 40 PVC 90 DEGREE STREET ELL. 4.- MARLEX 90 DEGREE STREET ELL. 5, SCH. 80 PVC NIPPLE TYPICAL (2) PLACES. 6, MARLEX 90 DEGREE STREET ELL, 7. NON -PRESSURE LATERAL FITTING. 8. NON -PRESSURE LATERAL LINE. NOTES: 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS HARDSCAPING, MOW STRIPS, AND EDGES OF LAWN. 2, USE TEFLON TAPE ON ALL MALE THREADS, 3, INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. LEGEND: 1. 10" PLASTIC VALVE BOX WITH 2" LETTERS "Q.C." AND BOLT LOCK LID, 2, 1/2" STAINLESS STEEL HOSE CLAMP. 3 REQUIRED. 3, QUICK COUPLING VALVE. TOP OF VALVE SHALL BE 2" BELOW VALVE BOX COVER. 4. BRASS NIPPLE, LENGTH AS REQUIRED. 5. PRESSURE SUPPLY LINE, 6, PRESSURE LINE FITTING, 7. BRASS 90 DEGREE STREET ELL, 8, BRASS NIPPLE, LENGTH AS REQUIRED, 9, #4 REBAR STAKE 36" LONG. 10. BRASS 90 DEGREE STREET ELL. 11. BRASS 90 DEGREE ELL, 12. PEA GRAVEL, 2 CUBIC FEET MIN, QUICK COUPLING' VALVE SCALE: N.T.S. PROJECT: SYCAMORE HILLS 18" 8 SYCAMORE HALLS STATIC PRESSURE HIGH: 108 OTE: LOW: 97 SOURCE OF INFORMATION: PEGGY Jap DESIGNED BY: MUNIT-Y F ITIES DISTRICT SUPPLIER: WEST SAN BERNARDINO COUNTY WATER DISTRICT KP F CID WASH STEEL PIPE POST, STEEL POST CAP 2/5/04 CHECKED BY: A OVE[� BY: � DATE: `lL VALVE STATION/GPM: STATION: A-2 9 GPM: 54 M Wf!)0 ITEM: ND ELECTRICAL')' BOX THOROUGHLY. PAINT P.S.I. LOSS: WATER METER SIZE: 2" @ ©; GPM 2.20 RA ITH (1) COAT RUSTOLEUM PRIMER AND (2z GPM 5.50 BACKFLOW DEVICE: 2" @ 54 GPM 13.00 FLOW SENSOR: 11/4" @ 54 GPM 3.90 F FOREST GREEN EXTERIOR HIGH GLOSS PAINT. 54 GPM .97 GATE VALVE(S): 1 3" @ 54 GPM 1.00 MAINLINE (CL. 315): 3" 835 L.F. @ 54 t7A 2.92 AUTOMATIC VALVE SIZE: 2" @ N GPM .97 TIPPING BUCKET (EXISTING) SCALE: N.T.S. 570 SERIES PCD SCREEN SELECTION CHART i... i 0 OW"I 1M7 SCALE: N/A SCALE: "TA N, d iRMUN-1 ­ M11111964 SCALE: N.T.S. • °• 0 ° ° 0. ° LEGEND: 1. HI -POP SHRUB HEAD BODY SET 1 1/2" MINIMUM ABOVE FINISH GRADE. 2. FINISH GRADE. 3. SCH, 40 PVC 90 DEGREE STREET ELL. 4.- MARLEX 90 DEGREE STREET ELL. 5, SCH. 80 PVC NIPPLE TYPICAL (2) PLACES. 6, MARLEX 90 DEGREE STREET ELL, 7. NON -PRESSURE LATERAL FITTING. 8. NON -PRESSURE LATERAL LINE. NOTES: 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS HARDSCAPING, MOW STRIPS, AND EDGES OF LAWN. 2, USE TEFLON TAPE ON ALL MALE THREADS, 3, INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. LEGEND: 1. 10" PLASTIC VALVE BOX WITH 2" LETTERS "Q.C." AND BOLT LOCK LID, 2, 1/2" STAINLESS STEEL HOSE CLAMP. 3 REQUIRED. 3, QUICK COUPLING VALVE. TOP OF VALVE SHALL BE 2" BELOW VALVE BOX COVER. 4. BRASS NIPPLE, LENGTH AS REQUIRED. 5. PRESSURE SUPPLY LINE, 6, PRESSURE LINE FITTING, 7. BRASS 90 DEGREE STREET ELL, 8, BRASS NIPPLE, LENGTH AS REQUIRED, 9, #4 REBAR STAKE 36" LONG. 10. BRASS 90 DEGREE STREET ELL. 11. BRASS 90 DEGREE ELL, 12. PEA GRAVEL, 2 CUBIC FEET MIN, QUICK COUPLING' VALVE SCALE: N.T.S. PROJECT: SYCAMORE HILLS BY: FAC SYCAMORE HALLS STATIC PRESSURE HIGH: 108 !ILO w LOW: 97 SOURCE OF INFORMATION: PEGGY Jap DESIGNED BY: MUNIT-Y F ITIES DISTRICT SUPPLIER: WEST SAN BERNARDINO COUNTY WATER DISTRICT KP F PHONE NUMBER: (909) 875-1804 2/5/04 CHECKED BY: A OVE[� BY: � DATE: `lL VALVE STATION/GPM: STATION: A-2 9 GPM: 54 M Wf!)0 ITEM: CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/05 P.S.I. LOSS: WATER METER SIZE: 2" @ 54 GPM 2.20 PRESSURE REGULATOR: 2" @ 54 GPM 5.50 BACKFLOW DEVICE: 2" @ 54 GPM 13.00 FLOW SENSOR: 11/4" @ 54 GPM 3.90 MASTER VALVE: 2" @ 54 GPM .97 GATE VALVE(S): 1 3" @ 54 GPM 1.00 MAINLINE (CL. 315): 3" 835 L.F. @ 54 GPM 2.92 AUTOMATIC VALVE SIZE: 2" @ 54 GPM .97 LATERAL LINE SIZE: 3/4" 52 L.F. @ 8 GPM 1.48 'i " 36 L.F. @ 11 GPM .99 11/2 11 14 L.F. @ 54 GPM .10 2" 5 L.F. @ 54 GPM .01 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 63.04 FITTING LOSSES (10% OF SUBTOTAL): 6.30 ELEVATION LOSSES/GAINS (ELEV. X.433) 6.54 TOTAL SYSTEM LOSSES: 75.88 AVAILABLE PRESSURE (LOW): 97.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)21.12 *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN PRESSURE OF 82 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSARY. SCALE: N/A IN (EXISTING WORST CONDITION) CITY OF FONTANA, CALIFORNIA DRAWN BY: FAC SYCAMORE HALLS SCALE: AS SHOWN !ILO w TRACT 4AI 6495-1 Jap DESIGNED BY: MUNIT-Y F ITIES DISTRICT DATE: KP F 2/5/04 CHECKED BY: A OVE[� BY: � DATE: `lL DWG. NO.: ��551 9 JAF M Wf!)0 14 CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/05 LANDSCAPE ARCHITECTURE S I TE PLANNING 10221-A Trademark Street Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 484-2802 O ce Richard Krumwiede CA Lic. #2834 AZ Lic, # 29115 NV Lic, # 446 rye TX. Lic, #1884 1 jjl�CPN p S C A O um wioq l � w T" Date `� Q` �aF CpL`Fo S AS SHOWN 0328-5 � M LO !ILO w Jap �0 dOQ F- Q �LLMCC) fjO CLLJ W , CLF - M Wf!)0 CC M QW z �- O O CL � LO e M UL AS SHOWN 0328-5