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Home My WebLink About3157-17REDUCE PRESSURE BACKFLOW PREVENTION PRESSURE REGULATOR IF REQUIRED, SET AS SHOWN ON SITE DRAWING STRAINER #40 MESH MONEL BACKFLOW ENCLOSURE (SEE NOTE BELOW) BRASS ELBOW vv BRASS NIPPLE BRASS BALL VALVE BRASS PIPE LOCK BOX STAINLESS STEEL "U" BOLT EMBEDDED IN CONCRETE FOR LOCKING FEATURE BRASS NIPPLE (4 PLACES) BRASS ELBOW BRASS NIPPLE BRASS UNION BRASS BALL VALVE BRASS PIPE HINGE (2 PLACES) #4 REBAR CONTINUOUS LOOP ' • '1 - PRESSURE SUPPLY LINE BY: MLD (DISCHARGE) STATIC PRESSURE HIGH: 99 --- 1 J 2. TIPPING BUCKET BRACKET. LOW: 90 3. 1/2" DIA, FLEXIBLE ALL-WEATHER ELECTRICAL SOURCE OF INFORMATION: KEITH HUESTON 12 CONDUIT, CONNECT BOX TO BOX. PLANNING • •; , • MALE ADAPTOR PVC SCH, 4C v BLASS ELBOW (DO NOT ENCASE v = 3/4" GRAVEL IN CONC. STABILIZER BRASS ELBOW 5, 4" DIA, GALVANIZED STEEL PIPE POST. CONC. STABILIZER 2 6. WEATHER-PROOF ELECTRICAL'S BOX, DRILL VALVE STATION/GPM: STATION: E-1 NOTE: BACKFLOW ENCLOSURE: LEMEUR GREEN CAGE GPM: 20 MODEL # BF -99 OR EQUAL 18WX30LX30H; ITEM: HIGH & HINGED AT ONE END. SECURE P.S.I. LOSS: TO CONCRETE PAD -SIZE AS REQUIRED WATER METER SIZE: 2" @ W/ 4" 'J' BOLTS. ((EQUIPMENT TO BE PRESSURE SUPPLY LINE CENTERED INSI(�E HOUSING). WIRE (INTAKE) BACKFLOW ENCLOSURE. ft BACKFLOW PREVENTER 1 ,WHITE BLUE IRRIGATION CONTROLLER RED BLACK PLASTIC VALVE BOX (CARSON OR EQUAL) WITH PLASTIC INTEGRATED LOCKING LID. PLACE AT GRADE IN TURF AREAS AND 3" ABOVE IN PLANT BED. RED BLACK sc PIG TAIL EXPANSION LOOP (MIN. 24" LONG) BLUE - WHITE (COMMON) SNAP-TITE WATERPROOF CONNECTOR OR EQUAL PIGTAIL EXPANSION LOOP (MIN. 24" LONG) UF1 1 PVC CONDUIT TO WIRES CONTROLLER PEDESTAL MASTER CONTROL FLOW M "%,!t�SCALE: N.T.S. 32Mw SCALE: KT.S. 24" • v : v' 1 iQ 6 7 9 28" F[ 4 10 ° 16 � 3 ® •, < 1 2 8 8 v ' 5 9 13 ti 12 4" Et - LEGEND:. 10 1, RADIO ANTENNA - LOCATION PER CITY OR MANUFACTURER'S Lj N RECOMMENDATIONS. 11 2. 24" FRONT ENTRY SATELLITE ASSEMBLY w/ NEMA 3R STAINLESS STEEL RAINPROOF ENCLOSURE (UL LISTED), STRONGBOX 4" 14 MODEL # S13 -2486/120V, .. 13 3. MASTER VALVE RELAY OR PUMP START RELAY. 4. RADIO REMOTE ACCESS. ;:'e,' 'e• 5. 1 1/2" PUC CONDUIT FOR 120 VAC FROM METERED POWER co SUPPLY OR PER LOCAL ELECTRICAL CODES. o 6. POWER SWITCH/GFI RECEPTACLE. „= 7. SATELLITE. '� 8. 11/4" PVC CONDUIT FOR COMMUNICATION CABLE. U_ 9 M 7 8 8"MIN. 9. PVC CONDUIT FOR CONTROL WIRES, SIZE AS REQUIRED. a 32" 10,1" PVC CONDUIT FOR FLOW SENSOR CABLE. � 11,1 1/4" PVC CONDUIT FOR COMMUNICATION CABLE TO OTHER ii ....r °'' • ' •.'.� 12 SATELLITES (IF APPLICABLE). 5,,,,, ,..•;; 12.5/8" DIA. X 8' GROUND ROD W/#10 GROUND WIRE & CLAMP. FRONT VIEW 13. POURED CONCRETE FOOTING. 37" NOTE: SEE MATERIALS LIST LOCATED NEXT 14, FILL VOIDS WITH CONCRETE. TO EACH CONTROLLER ON SHEETS 1-1, 3, & 5. 15.1" PVC CONDUIT FOR #10 GROUND WIRE. 16.1 1/4" PVC CONDUIT FOR FUTURE USE, -NETWORK 8000 CONTROLLER, RADIO, RADIO LINK, POWER SUPPLY, & SENSOR INPUT BOARD INSTALLED ON BACKBOARD, NOTE: SEE MATERIALS LIST LOCATED NEXT CONTRACTOR TO THROW AWAY PEDESTAL TO EACH CONTROLLER ON SHEETS 1.1, 3, & 5. TEMPLATE AFTER USE. DO NOT LEAVE UNDER CABINET. VALVE 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, ETE R/MASTER VALVE IRRIGATION CONTROLLER - FRONT VIEW, SCALE: N.T.S. SCALE: N.T.S. NOTE: BLOCKS SHOULD BE FOR MAINLINE 21/2" AND LARGER. DO NOT USE SLIP AND BELL PVC PIPING, THRUSTBLOCH, SCALE: N.T.S. PROJECT: SUMMIT HEIGHTS 2 LEGEND: BY: MLD �1 1. 4" DIA, STEE POST CAP, SECURE TO PIPE, STATIC PRESSURE HIGH: 99 --- 1 J 2. TIPPING BUCKET BRACKET. LOW: 90 3. 1/2" DIA, FLEXIBLE ALL-WEATHER ELECTRICAL SOURCE OF INFORMATION: KEITH HUESTON 12 CONDUIT, CONNECT BOX TO BOX. PLANNING / v MANUFACTURER'S RECOMMENDATIONS, v = 6 3 PHONE NUMBER: (626) 448-6183 5, 4" DIA, GALVANIZED STEEL PIPE POST. 12 11 5 6 2 6. WEATHER-PROOF ELECTRICAL'S BOX, DRILL VALVE STATION/GPM: STATION: E-1 1" DIA, HOLE THROUGH PIPE & MOUNT BOX GPM: 20 TO PIPE. ITEM: THRUSTBLOCH, SCALE: N.T.S. PROJECT: SUMMIT HEIGHTS 2 LEGEND: BY: MLD �1 1. 4" DIA, STEE POST CAP, SECURE TO PIPE, STATIC PRESSURE HIGH: 99 --- 1 J 2. TIPPING BUCKET BRACKET. LOW: 90 3. 1/2" DIA, FLEXIBLE ALL-WEATHER ELECTRICAL SOURCE OF INFORMATION: KEITH HUESTON 12 CONDUIT, CONNECT BOX TO BOX. PLANNING 4. TIPPING BUCKET RAIN GUAGE, INSTALL PER SUPPLIER: SAN GABRIEL WATER DISTRICT MANUFACTURER'S RECOMMENDATIONS, v = 6 3 PHONE NUMBER: (626) 448-6183 5, 4" DIA, GALVANIZED STEEL PIPE POST. 12 11 5 6 2 6. WEATHER-PROOF ELECTRICAL'S BOX, DRILL VALVE STATION/GPM: STATION: E-1 1" DIA, HOLE THROUGH PIPE & MOUNT BOX GPM: 20 TO PIPE. ITEM: 7. SLOPE TOP OF FOOTING AWAY FROM PIPE. P.S.I. LOSS: P.S.I. LOSS: WATER METER SIZE: 2" @ 20 GPM 0.50 BACKFLOW DEVICE: 2" @ 20 GPM 12.00 FLOW SENSOR: 11/4" @ 20 GPM 0.60 MASTER VALVE: 11/2" @ 20 GPM 0.45 GATE VALVE(S): 1 21/2" @ 20 GPM 1.00 MAINLINE (CL. 315): 21/2" 815 L.F. @ 20 GPM 1.14 AUTOMATIC VALVE SIZE: 11/4" @ 26 GPM 0.85 LATERAL LINE SIZE: 3/4" 35 L.F. @ 8 GPM 1.00 1" 5 L.F. @ 15 GPM 0.14 11/4" 5 L.F. @ 20 GPM 09$ 42 GPM 0_02 17.76 IRRIGATION HEAD PRESSURE: 31.99 30.00 SYSTEM LOSSES SUBTOTAL: 30.00 47.76 FITTING LOSSES (10% OF SUBTOTAL): 61.99 4.77 ELEVATION LOSSES/GAINS (ELEV. X.433) 6.20 +( 5.67) TOTAL SYSTEM LOSSES: NOTE: -(12.43) 58.20 AVAILABLE PRESSURE (LOW): 55.76 90.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: •Q�, o<j. F 0 89.00 (+)31.80 . s A A f___ _ _. SCALE- N/A LEGEND; 1. RADIO ANTENNA - LOCATION PER CITY OR MANUFACTURER'S RECOMMENDATIONS. 2. 24" FRONT ENTRY SATELLITE ASSEMBLY w/ NEMA $R STAINLESS STEEL RAINPROOF ENCLOSURE (UL LISTED), STRONGBOX MODEL # SB-24SS/120V. 3. CONTROLLER/SATELLITE PER FRONT VIEW CONTROLLER DETAIL. 4. METER SOCKET W/TEST BLOCKS. 6, CLUSTER CONTROL UNIT OR SECOND CONTROLLER/SATELUTE 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. LEGEND: `-1 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 CRUSED AGGREGATE BASE. 5. SCH. 40 PVC MALE ADAPTORS. NOTE: PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. GATE VALVE SCALE- N.T.S. LEGEND: REQUIRED. ME SHALL X LLER - SIDE VIEW nn QUIC zX COUPLIN SCALE: N.T.S. 570 SERIES PCD SCREEN SELECTION CHART PROJECT: SUMMIT HEIGHTS 2 LEGEND: BY: MLD �1 1. 4" DIA, STEE POST CAP, SECURE TO PIPE, STATIC PRESSURE HIGH: 101 --- 1 J 2. TIPPING BUCKET BRACKET. LOW: 90 3. 1/2" DIA, FLEXIBLE ALL-WEATHER ELECTRICAL SOURCE OF INFORMATION: KEITH HUESTON 12 CONDUIT, CONNECT BOX TO BOX. PLANNING 4. TIPPING BUCKET RAIN GUAGE, INSTALL PER SUPPLIER: SAN GABRIEL WATER DISTRICT MANUFACTURER'S RECOMMENDATIONS, v = 6 3 PHONE NUMBER: (626) 488-6183 5, 4" DIA, GALVANIZED STEEL PIPE POST. 12 11 5 6 2 6. WEATHER-PROOF ELECTRICAL'S BOX, DRILL VALVE STATION/GPM: STATION: F-1 1" DIA, HOLE THROUGH PIPE & MOUNT BOX GPM: 29 TO PIPE. ITEM: 7. SLOPE TOP OF FOOTING AWAY FROM PIPE. P.S.I. LOSS: P.S.I. LOSS: WATER METER SIZE: 2" @ 29 GPM 0.70 BACKFLOW DEVICE: 2" @ 29 GPM 12.00 FLOW SENSOR: 11/4" @ 29 GPM 1.20 MASTER VALVE: 11/2" @ 29 GPM 1.00 GATE VALVE(S): 1 21/2" @ 29 GPM 1.00 MAINLINE (CL. 315): 21/2" 640 L.F. @ 29 GPM 1.92 AUTOMATIC VALVE SIZE: 11/4" @ 29 GPM 1.90 LATERAL LINE SIZE: 3/4" 65 L.F. @ 8 GPM 1.85 1" 10 L.F. @ 15 GPM 0.28 11/2" 5 L.F. @ 29 GPM 0.08 42 GPM 0_02 21.93 IRRIGATION HEAD PRESSURE: 31.99 30.00 SYSTEM LOSSES SUBTOTAL: 30.00 51.93 FITTING LOSSES (10% OF SUBTOTAL): 61.99 5.19 ELEVATION LOSSES/GAINS (ELEV. X.433) 6.20 +( 5.73) TOTAL SYSTEM LOSSES: NOTE: -(12.43) 62.85 AVAILABLE PRESSURE (LOW): 55.76 90.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: •Q�, o<j. F 0 89.00 (+)27.15 r �►0 MIKAIMOWL11411 1 SCALE: N/A �y G 7 'i g" 8 LEGEND: BY: JDD �1 1. 4" DIA, STEE POST CAP, SECURE TO PIPE, STATIC PRESSURE HIGH: 98 --- 1 J 2. TIPPING BUCKET BRACKET. p ; 3. 1/2" DIA, FLEXIBLE ALL-WEATHER ELECTRICAL Z 12 CONDUIT, CONNECT BOX TO BOX. PLANNING 4. TIPPING BUCKET RAIN GUAGE, INSTALL PER SUPPLIER: SAN GABRIEL WATER DISTRICT MANUFACTURER'S RECOMMENDATIONS, v = 6 3 Cq Q 5, 4" DIA, GALVANIZED STEEL PIPE POST. 12 11 5 6 2 6. WEATHER-PROOF ELECTRICAL'S BOX, DRILL VALVE STATION/GPM: STATION: G-28 1" DIA, HOLE THROUGH PIPE & MOUNT BOX GPM: 42 TO PIPE. ITEM' 7. SLOPE TOP OF FOOTING AWAY FROM PIPE. P.S.I. LOSS: 5 8. FINISH SURFACE. -H 9. NATURAL COMPACTED SOIL. CV *- 10. V DIA. ELECTRICAL PVC FROM PIPE TO 42 3'4 MAX. CONTROLLER. 13.00 11, PROPOSED CONTROLLER ENCLOSURE. 42 12, STAINLESS STEEL HOSE CLAMPS, (2) EACH, 2.34 MASTER VALVE: 11/2" @ 7 'i g" 8 NOTE: BY: JDD ACID WASH STEEL PIPE POST, STEEL POST CAP STATIC PRESSURE HIGH: 98 AND ELECTRICAL V BOX THOROUGHLY. PAINT p ; WITH (1) COAT RUSTOLEUM PRIMER AND (2) COATS PAINT. Z OF FOREST GREEN EXTERIOR HIGH GLOSS PLANNING IN 2" HIGH CHARACTERS, SUPPLIER: SAN GABRIEL WATER DISTRICT 3. 2" CLEAR SPACE. v = 4. FINISH GRADE. Cq Q 5. PVC MALE ADAPTER (TYP.) J 10 'IL """' WN16"Emmm 1moil awig I !j"Mi SCALE: N.T.S. PROJECT: SUMMIT HEIGHTS 2 LEGEND: BY: JDD 1. ELECTRIC CONTROL VALVE. STATIC PRESSURE HIGH: 98 2. RECTANGULAR VALVE BOX W/GREEN LOW: 89 BOLT -DOWN COVER, HEAT BRAND VALVE SOURCE OF INFORMATION: KEITH HUESTON STATION NO. & CONTROLLER LETTER ON LID PLANNING IN 2" HIGH CHARACTERS, SUPPLIER: SAN GABRIEL WATER DISTRICT 3. 2" CLEAR SPACE. I� = 4. FINISH GRADE. PHONE NUMBER: (626) 488-6183 5. PVC MALE ADAPTER (TYP.) 12 11 5 6 6. PVC PIPE TO SPRINKLERS - ANGLE PIPE VALVE STATION/GPM: STATION: G-28 TO SPECIFIED DEPTH WITH 45 DEG, ELLS. GPM: 42 7. COMMON BRICK (4 REQUIRED). ITEM' 8. COMMON WIRE TO OTHER VALVES ON SAME P.S.I. LOSS: WATER METER SIZE: 2" @ 42 GPM 1.40 BACKFLOW DEVICE: 2" @ 42 GPM 13.00 FLOW SENSOR: 11/4" @ 42 GPM 2.34 MASTER VALVE: 11/2" @ 42 GPM 1.87 GATE VALVE(S): 2 21/2" @ 42 GPM 2.00 MAINLINE (CL. 315): 21/2" 1590 L.F. @ 42 GPM 6.39 AUTOMATIC VALVE SIZE: 11/2" @ 42 GPM 1.89 LATERAL LINE SIZE: 3/4" 70 L.F. @ 8 GPM 2.00 1" 33 L.F. @ 15 GPM 0.91 11/4" 8 L.F. @ 24 GPM .17 2' 5 L.F. @ 42 GPM 0_02 0055 IRRIGATION HEAD PRESSURE: 31.99 IRRIGATION HEAD PRESSURE: IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: SYSTEM LOSSES SUBTOTAL: 61.99 FITTING LOSSES (10% OF SUBTOTAL): FITTING LOSSES (10% OF SUBTOTAL): 6.20 ELEVATION LOSSES/GAINS (ELEV. X.433) ELEVATION LOSSES/GAINS (ELEV. X.433) NOTE: -(12.43) TOTAL SYSTEM LOSSES: TOTAL SYSTEM LOSSES: 55.76 AVAILABLE PRESSURE (LOW): AVAILABLE PRESSURE (LOW): •Q�, o<j. F 0 89.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)33.24 PRESSURE LOSS CALCULATION TO A SYSTEM DESIGN 'G' tf NECESSARY. 12" & 6" POP-UP SPRAY HEAD SCALE: N/A PRESSURE LOSS CALCULATION 'C' SCALE: N.T.S. LEGEND: 1. ROUND PLASTIC FULL BOX COVER BOLT DOWN TYPE, 2. FINISH GRADE LAWN AREAS, 3. FINISH GRADE SHRUB AREAS. 4, COMMUNICATION CABLE. 5. PEA GRAVEL. ( MIN. 2" CU. FT.) NOTE: REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX. SPLICE BOX ASSEMBLY SCALE. N.T.S. PROJECT: SUMMIT HEIGHTS 2 LEGEND: BY: MLD/JDD 1. ELECTRIC CONTROL VALVE. STATIC PRESSURE HIGH: 120 2. RECTANGULAR VALVE BOX W/GREEN LOW: 108 BOLT -DOWN COVER, HEAT BRAND VALVE 15 16 13 1 2 4 STATION NO. & CONTROLLER LETTER ON LID PLANNING IN 2" HIGH CHARACTERS, SUPPLIER: SAN GABRIEL WATER DISTRICT 3. 2" CLEAR SPACE. I� = 4. FINISH GRADE. �. 5. PVC MALE ADAPTER (TYP.) 12 11 5 6 6. PVC PIPE TO SPRINKLERS - ANGLE PIPE VALVE STATION/GPM: STATION: C-1 TO SPECIFIED DEPTH WITH 45 DEG, ELLS. GPM: 26 7. COMMON BRICK (4 REQUIRED). ° 8. COMMON WIRE TO OTHER VALVES ON SAME •' CONTROLLER. O < + ' ' 3 7 9. 3/4" CRUSHED ROCK, 8" DEEP. 0.50 10. CONTROLICOMMON WIRES FROM CONTROLLER, 26 11. PVC SCHEDULE 40 PIPE (TYP) 2.00 12. PVC SXS 90 DEG. ELL 14 10 9 8 13, WIRE CONNECTOR. 12.00 14. MAINLINE FITTING W/SOLVENT-WELD OUTLET. 26 15. COIL WIRES PER SPECIFICATIONS. 0.96 16. CHRISTY'S I.D. TAG WNALVE STATION NO. & 26 CONTROLLER LETTER, 0.78 17. UNION NOTE: GPM USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL MAINLINE (CL. 315): 21/2" 360 L.F. @ TO PVC MALE PIPE THREADS. GPM SCALE: N.T.S. LEGEND: 1. ROUND PLASTIC FULL BOX COVER BOLT DOWN TYPE, 2. FINISH GRADE LAWN AREAS, 3. FINISH GRADE SHRUB AREAS. 4, COMMUNICATION CABLE. 5. PEA GRAVEL. ( MIN. 2" CU. FT.) NOTE: REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX. SPLICE BOX ASSEMBLY SCALE. N.T.S. PROJECT: SUMMIT HEIGHTS 2 BY: MLD/JDD SUMMIT HEIGHTS 11 STATIC PRESSURE HIGH: 120 4 LOW: 108 B 7 6 5 SOURCE OF INFORMATION: KEITH HUESTON SITE PLANNING 'OMMMU $ i$TR1CT SUPPLIER: SAN GABRIEL WATER DISTRICT KPF 12/5/02 PHONE NUMBER: (626) 448-6183 CA 9uite 0 Rancho Cucamonga, Church St., 6 8 1 2 2. WALK OR CURB. VALVE STATION/GPM: STATION: C-1 DATE 9 GPM: 26 ITEM: CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 P.S.I. LOSS: WATER METER SIZE: 2" @ 26 GPM 0.50 PRESSURE REGULATOR SIZE: 2" @ 26 GPM 2.00 BACKFLOW DEVICE: 2" @ 26 GPM 12.00 FLOW SENSOR: 11/4" @ 26 GPM 0.96 MASTER VALVE: 11/2" @ 26 GPM 0.78 GATE VALVE(S): 1 21/2" @ 26 GPM 1.00 MAINLINE (CL. 315): 21/2" 360 L.F. @ 26 GPM 0.83 AUTOMATIC VALVE SIZE: 11/4" @ 26 GPM 1.48 LATERAL LINE SIZE: 3/4" 65 L.F. @ 8 GPM 1.85 1" 10 L.F. @ 13 GPM 0.21 11/2" 5 L.F. @ 26 GPM 9_06 0055 IRRIGATION HEAD PRESSURE: 21.67 IRRIGATION HEAD PRESSURE: IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: SYSTEM LOSSES SUBTOTAL: 51.67 FITTING LOSSES (10% OF SUBTOTAL): FITTING LOSSES (10% OF SUBTOTAL): 5.17 ELEVATION LOSSES/GAINS (ELEV. X.433) ELEVATION LOSSES/GAINS (ELEV. X.433) NOTE: +( 2.47) TOTAL SYSTEM LOSSES: TOTAL SYSTEM LOSSES: 59.31 AVAILABLE PRESSURE (LOW): AVAILABLE PRESSURE (LOW): •Q�, o<j. F 0 108.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)48.69 *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN PRESSURE OF 74 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSARY. 12" & 6" POP-UP SPRAY HEAD PRESSURE LOSS CALCULATION 'C' SCALE: N.T.S. SCALE: N/A PROJECT: SUMMIT HEIGHTS 2 BY: MLD SUMMIT HEIGHTS 11 STATIC PRESSURE HIGH: 84 4 LOW: 76 B 7 6 5 SOURCE OF INFORMATION: KEITH HUESTON SITE PLANNING 'OMMMU $ i$TR1CT SUPPLIER: SAN GABRIEL WATER DISTRICT KPF 12/5/02 PHONE NUMBER: (626) 488-6183 CA 9uite 0 Rancho Cucamonga, Church St., 6 8 1 2 2. WALK OR CURB. VALVE STATION/GPM: STATION: H-1 DATE 9 GPM: 39 ITEM: CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 GPM: 36 P.S.I. LOSS: WATER METER SIZE: 2" @ 39 GPM 1.30 BACKFLOW DEVICE: 2" @ 39 GPM 12.00 FLOW SENSOR: 11/4" @ 39 GPM 2.10 MASTER VALVE: 11/2" @ 39 GPM 1.70 GATE VALVE(S): 1 21/2" @ 39 GPM 1.00 MAINLINE (CL. 315): 21/2" 620 L.F. @ 39 GPM 3.16 AUTOMATIC VALVE SIZE: 11/2" @ 39 GPM 1.70 LATERAL LINE SIZE: 3/4" 50 L.F. @ 8 GPM 1.43 1" 15 L.F. @ 15 GPM 0.42 11/2" 10 L.F. @ 32 GPM 0,19 211 5 L.F. @ 39 GPM 0055 IRRIGATION HEAD PRESSURE: 25.05 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 55.05 FITTING LOSSES (10% OF SUBTOTAL): R� a fe, 5.50 ELEVATION LOSSES/GAINS (ELEV. X.433) NOTE: -(5.93) TOTAL SYSTEM LOSSES: 54.62 AVAILABLE PRESSURE (LOW): •Q�, o<j. F 0 5 76.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: .(+)21,38 PRESSURE, SCALE: N/A LEGEND: 1. HI -POP SHRUB HEAD BODY SET 1/4" 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. - LANDSCAPE SUMMIT HEIGHTS 11 STATIC PRESSURE HIGH: 97 4 ARCHITECTURE B 7 6 5 SOURCE OF INFORMATION: KEITH HUESTON SITE PLANNING 'OMMMU $ i$TR1CT LEGEND: KPF 12/5/02 * 1. POP-UP SPRAY HEAD(3/4" ABOVE GRADE). CA 9uite 0 Rancho Cucamonga, Church St., 6 8 1 2 2. WALK OR CURB. (909) 484-2800 DATE 9 GPM: 24 Fax (909) 484-2802 CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 GPM: 36 3. PVC SCH. 80 NIPPLE - 4" MIN. LENGTH. . ° °"' . Richard Krumwiede GPM 4. PVC TXT 90 DEG. ELL. J CA Lic. #2834 AZ Lic, # 29115 GPM 12.00 5. LATERAL LINE PIPE AND FITTING, ' • y� "°+ NV Lic. # 446 TX. Lic. #1884 0.84 MASTER VALVE: 11/2" @ 6. MARLEX 90 DEG. STREET ELL. GPM 11.111. 1 GATE VALVE(S): 2 21/2" @ 24 7. PVC SCH, 80 NIPPLE - 6" LONG. 2.00 PND S D A PF 6 7 6 GPM 3 8. FINISH GRADE. *umW/ 4 �00 24 VIN TURF AREAS, �, �S i� 8 4 3" IN PLANTING BEDS, 1.57 �� 10 * 0.13 11/4" 5 L.F. @ 24 W 0 QO$ 2" 5 L.F. @ 36 GPM 20.84 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: gna ure FITTING LOSSES (10% OF SUBTOTAL): 5.08 ELEVATION LOSSES/GAINS (ELEV. X.433) R� a fe, +( 6.80) TOTAL SYSTEM LOSSES: NOTE: ti Date USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC OR METAL TO PVC MALE PIPE (-) DEFICIT OR (+) RESIDUAL PRESSURE: •Q�, o<j. F 0 5 (+)24.28 THREADS. F C A��F PRESSURE LOSS CALCULATION 'I' 12" & 6" POP-UP SPRAY HEAD SCALE: N.T.S. BENCHING- 00) T 00 FINISH GRADE TRENCHING NOTES: Lo h S REQUIRE 1. BELOW PAVED AREAS A MINIMUM �- N N .-..- 6"41. OF 6" LAYER OF CLEAN EARTH SHALL BE INSTALLED ABOVE AND "� 0) d CO C) j BELOW PIPING. z N 2. PROVIDE MINIMUM COVER OF 24" �- 00 W Lo 6C Xq NON -PRESSURE LATERAL LINE ON PRESSURE SUPPLY LINES 3" AND LARGER. �- W LL LL rr CLEAN BACKFILL 3. WHEN USING RECLAIMED WATER, PRESSURE SUPPLY LINE MAINTAIN MINIMUM 10' HORIZONTAL p •- N Q O O It 90% COMPACTION SEPARATION BETWEENPOTABLE N AND RECLAIMED PRESSURE LINES. MIN, 2" OF CLEAN EARTH WHERE LINES CROSS, PROVIDE PVC & In COV N CCC) CONTROL WIRES SLEEVE FOR POTABLE LINE MINIMUM V EACH SIDE OF RECLAIMED '- o T WATER LINE. 4. BUNDLE WIRES WITH TAPE EVERY 10'. r Wzz - 00 SLEE VING. ,- � W.CL0- n CLEAN BACKFILL - SEE SPECS SLEEVING NOTES; -� WW :2 2 FOR MATERIAL 90% COMPACTION REQUIRED HARDSCAPING (SEE NOTE #4) 1. ALL SLEEVES TO BE SCH, 40 PVC. I-- 00 0 •• •', 2. EXTEND ALL SLEEVES 12" BEYOND W z EDGE OF HARDSCAPING AT BOTH Q ENDS. cr Z Z PROVIDE 6" MIN. OF SAND M N 3. ROUTE SLEEVING AROUND HANDICAP W J BEDDING AND SHADDING RAMPS. 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 PER PLAN, INSTALL SIZE TWICE DIAMETER OF PRESSURE SUPPLY LINE ADJACENT TO PRESSURE SUPPLY LINE. *. • - t SLEEVI NG/TRENCH INC SCALE: N.T.S. PROJECT: 'SUMMIT HEIGHTS 2 BY: MLD SUMMIT HEIGHTS 11 STATIC PRESSURE HIGH: 97 LOW: 87 SOURCE OF INFORMATION: KEITH HUESTON LOW: 76 'OMMMU $ i$TR1CT SUPPLIER: SAN GABRIEL WATER DISTRICT KPF 12/5/02 PHONE NUMBER: (626) 448-6183 APPROVED DWG. NO.; 17 VALVE STATION/GPM: STATION: D-3 DATE 9 GPM: 24 ITEM: CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 GPM: 36 P.S.I. LOSS: WATER METER SIZE: 2" @ 24 GPM 0.50 BACKFLOW DEVICE: 2" @ 24 GPM 12.00 FLOW SENSOR: 11/4" @ 24 GPM 0.84 MASTER VALVE: 11/2" @ 24 GPM 0.67 GATE VALVE(S): 2 21/2" @ 24 GPM 2.00 MAINLINE (CL. 315): 21/2" 815 L.F. @ 24 GPM 1.63 AUTOMATIC VALVE SIZE: 11/4" @ 24 GPM 1.42 LATERAL LINE SIZE: 3/4" 55 L.F. @ 8 GPM 1.57 1" 10 L.F. @ 10 GPM 0.13 11/4" 5 L.F. @ 24 GPM QO$ 2" 5 L.F. @ 36 GPM 20.84 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 50.84 FITTING LOSSES (10% OF SUBTOTAL): 5.08 ELEVATION LOSSES/GAINS (ELEV. X.433) +( 6.80) TOTAL SYSTEM LOSSES: 62.72 AVAILABLE PRESSURE (LOW): 87.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)24.28 SCALE. N/A DRAWN BY: MLD SUMMIT HEIGHTS 11 PROJECT: SUMMIT HEIGHTS 2 BY: MLD STATIC PRESSURE HIGH: 84 LOW: 76 'OMMMU $ i$TR1CT SOURCE OF INFORMATION: KEITH HUESTON KPF 12/5/02 SUPPLIER: SAN GABRIEL WATER DISTRICT APPROVED DWG. NO.; 17 PHONE NUMBER: (626) 488-6183 DATE 9 VALVE STATION/GPM: STATION: 1-32 CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 GPM: 36 26 ITEM: P.S.I. LOSS: WATER METER SIZE: 2" @ 36 GPM 1.00 BACKFLOW DEVICE: 2" @ 36 GPM 12.00 FLOW SENSOR: 11/4" @ 36 GPM 1.74 MASTER VALVE: 11/2" @ 36 GPM 1.42 GATE VALVE(S): 2 21/2" @ 36 GPM 2.00 MAINLINE (CL. 315): 21/2" 1320 L.F. @ 36 GPM 5.15 AUTOMATIC VALVE SIZE: 11/2" @ 36 GPM 1.42 LATERAL LINE SIZE: 3/4" 60 L.F. @ 8 GPM 1.71 11/4" 15 L.F. @ 16 GPM 0.16 2" 5 L.F. @ 36 GPM 0.05 26.65 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 56.65 FITTING LOSSES (10% OF SUBTOTAL)- 5.66 ELEVATION LOSSES/GAINS (ELEV. X.433) 0.60) TOTAL SYSTEM LOSSES: 56.71 AVAILABLE PRESSURE (LOW): 76.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)19.29 PRESSURE LOSS CALCULATION 'I' SCALE: N/A . CITY OF FONTANA, CALIFORNIA DRAWN BY: MLD SUMMIT HEIGHTS 11 SCALE: AS SHOWN TRACT. #'s 15841, 15842, 15843, 15844 DESIGNED BY: 'OMMMU $ i$TR1CT DATE: KPF 12/5/02 CHECKED BY: APPROVED DWG. NO.; 17 DATE 9 RWK CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 3157 26 � REVtSI©1115'; ,A A DRAWN BYE MLD/JDD DATE .0 SCALE' SHOWNAS �JIDB NUMBER � 0145-3 tSHEET•NUMBER U-2 OF SHTS.