The URL can be used to link to this page

Home My WebLink About3655-10REDUCE 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 LOCKBOX to STAINLESS STEEL "U" BOLT EMBEDDED IN CONCRETE FOR `2 LOCKING FEATURE NOTE: CONTRACTOR SHALL FORM ENCLOSURE BASE AND REQUEST INSPECTION PRIOR TO POURING. CONTRACTOR SHALL USE 520-C-2500 CONCRETE. IL SCALE: N.T.S. allwall 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. & 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" POP-UP 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 BOX ASSEMBLY SCALE: N.T.S. BRASS NIPPLE (4 DRAWN BY: KPF PLACES) PROJECT: SYCAMORE HILLS BRASS ELBOW FOR MATERIAL 90% COMPACTION BY: MPH BRASS NIPPLE REQUIRED\ / BRASS UNION SOURCE OF INFORMATION: PEGGY A� BRASS BALL VALVE 2. EXTEND ALL SLEEVES 12" BEYOND SUPPLIER: WEST SAN BERNANDINO BRASS PIPE RELIEF EDGE OF HARDSCAPING AT BOTH POIN SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT HINGE (2 PLACES) SE KE PROVIDE 6" MIN. OF SAND #4 REBAR CONTINUOUS LOOP ')E BIBB 3. ROUTE SLEEVING AROUND HANDICAP BEDDING AND SHADDING P.S.I. LOSS: WATER METER SIZE: 2" @ 44 GPM 1.50 PRESSURE REGULATOR: 2" @ PRESSURE SUPPLY LINE GPM (DISCHARGE) 2" @ 44 GPM FLOW SENSOR: 11/4" @ 44 MALE ADAPTOR PVC SCH. 40 MASTER VALVE: BRASS ELBOW (DO NOT ENCASE GRAVEL 44 3/4" IN CONIC. STABILIZER BRASS ELBOW ADJACENT TO PRESSURE CONS, STABILIZER GPM MAINLINE (CL. 315): NOTE: BACKFLOW ENCLOSURE: LEMEUR GREEN CAGE 44 MODEL# BF -99 OR EQUAL I 8WX30LX30H: AUTOMATIC VALVE SIZE: HIGH & HINGED AT ONE END. SECURE 44 TO CONCRETE PAD -SIZE AS REQUIRED LATERAL LINE SIZE: W/4'"J'BOLTS. (EQUIPMENT TO BE DDCQQf [Or- 011001 V I IhIr CENTERED INSIDE HOUSING). WIRE NOTE: CONTRACTOR SHALL FORM ENCLOSURE BASE AND REQUEST INSPECTION PRIOR TO POURING. CONTRACTOR SHALL USE 520-C-2500 CONCRETE. IL SCALE: N.T.S. allwall 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. & 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" POP-UP 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 BOX ASSEMBLY SCALE: N.T.S. LEGEND: DRAWN BY: KPF CLEAN BACKFILL - SEE SPECS PROJECT: SYCAMORE HILLS SLEEVING NOTES: FOR MATERIAL 90% COMPACTION BY: MPH STATIC PRESSURE HIGH: 108 REQUIRED\ / LOW: 102 SOURCE OF INFORMATION: PEGGY A� 15 6 2 4 2. EXTEND ALL SLEEVES 12" BEYOND SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT PHONE NUMBER: (909) 875-1804 EDGE OF HARDSCAPING AT BOTH & CONTROLLER LETTER ON LID SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT VALVE STATION/GPM: STATION: 1-3 PROVIDE 6" MIN. OF SAND GPM: 44 ITEM: 3. ROUTE SLEEVING AROUND HANDICAP BEDDING AND SHADDING P.S.I. LOSS: WATER METER SIZE: 2" @ 44 GPM 1.50 PRESSURE REGULATOR: 2" @ 44 GPM BACKFLOW DEVICE: 2" @ 44 GPM FLOW SENSOR: 11/4" @ 44 GPM MASTER VALVE: 2" @ 44 GPM GATE VALVE(S): ADJACENT TO PRESSURE 44 GPM MAINLINE (CL. 315): TO OTHER VALVESONSAME 44 GPM AUTOMATIC VALVE SIZE: r �S �LE �EV �IN 44 GPM LATERAL LINE SIZE: 4• 0 + • 7 8 GPM -9 1 roms W11 11M w Ms an Ems 10" 0 in wnf, 10. CONTROLICOMMON 11 GPM 11. PVC SCHEDULE 40 PIPE GYP.) 17 GPM EG. ELL 1.76 44 GPM IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 56.97 FITTING LOSSES (10% OF SUBTOTAL): 5.70 (ESTIMATED) ELEVATION LOSSES/GAINS (ELEV. X.433) /,0.17 TOTAL SYSTEM LOSSES: 62.84 AVAILABLE PRESSURE (LOW): 102.00 DEFICIT OR (+) RESIDUAL PRESSURE: (+)39.16 *CONTRACTOR TO SET PRESSURE REGULAT()R TO A SYSTEM DESIGN PRESSURE OF 78 PSI CONTRACTOR TO FIELr ADJUST REGULATOR AS NECESSARY. 7�N PRESSURE LOSS CAI.CULATION'I'. pSCALE: N/A WHITE BLUE I 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 YELLOW 3w 3w a PIG TAIL EXPANSION LOOP (MIN. 24- LONG) UF fPVC CONDUIT TO WIF CONTROLL PEDESTAL ER BLUE - WHITE w/ STII (COMMON) SNAP-TITE WATERPROOF CONNECTOR OR EQUAL PIGTAIL EXPANSION LOOP (MIN. 24" LONG) MASTER CONTROL VALVE I- DIAMETER SAME SIZE AS FLOW 7 -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 METERNASTER VALVE LEGEND: Nl-./ 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, I CUBIC FOOT. 5. SCH, 40 PVC MALE ADAPTORS. NOTE: PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX GATE VALVE ' SCALE: N.T.S. 32SCALE: N.T.S. 24" 2 0_1 4 28" 7 Cl) 0_1 g4 tt 7. CE T 8 r;14t. 7\1 **,- FO b 6 OTING r 4" LEGEND% 4 1D 10 �9. 1. RADIO ANTENNA - LOCATION PER CITY OR MANUFACTURER'S RECOMMENDATIONS. 2. 24' FRONT ENTRY SATELLITE ASSEMBLY wl NEMA 3R STAINLESS 4' STEEL RAINPROOF ENCLOSURE (UL LISTED), STRONGBOX 014 MODEL# SB-24SS/120V. 0 3. MASTER VALVE RELAY OR PUMP START RELAY, Ni% % 13 4. RADIO REMOTE ACCESS. z 5. 1 1/2" PVC CONDUIT FOR 120 VAC FROM METERED POWER 0 Be SUPPLY OR PER LOCAL ELECTRICAL CODES. 7/,o �wz 6. POWER SWITCHIGFI RECEPTACLE. 7 8 10 7. SATELLITE CONTROLLER, U ULAU 8. 1 1/4" PVC CONDUIT FOR COMMUNICATION CABLE. CL 8" MIN. 9. PVC CONDUIT FOR CONTROL WIRES, SIZE AS REQUIRED. E5 32" 10.1 " PVC CONDUIT FOR FLOW SENSOR CABLE. ..... .... ------------- 11.1 1/4" PVC CONDUIT FOR COMMUNICATION CABLE TO OTHER ..... .... 12 SATELLITES (IF APPLICABLE). 12.5/8' DIA. X 8' GROUND ROD W1#10 GROUND WIRE & CLAMP. 37' FRONT VIEW 13. POURED CONCRETE FOOTING. 14. FILL VOIDS WITH CONCRETE, NOTE: SEE MATERIALS UST LOCATED NEXT 15. 1"PVC CONDUIT FOR #10 GROUND WIRE, TO CONTROLLER ON SHEET L-7, 16.1 1/4" PVC CONDUIT FOR FUTURE USE. -SENTINEL CONTROLLER, RADIO, RADIO LINK, POWER SUPPLY, & SENSOR INPUT BOARD NOTE: SEE MATERIALS LIST LOCATED NEXT INSTALLED ON BACKBOARD. TO CONTROLLER ON SHEET L-7. -CONTRACTOR TO THROW AWAY PEDESTAL TEMPLATE AFTER USE. DO NOT LEAVE UNDER CABINET. IRRIGATION CONTROLLER - FRONT VIEW IRRIGATION CO SCALE: N.T.S. SCALE: N.T.S. TRENCHING: FINISH GRADE TRENCHING NOTES: S REQUIRE 1. BELOW PAVED AREAS A MINIMUM 6'41 OF 6' LAYER OF CLEAN EARTH 570 SERIES PCD SCREEN SELECTION CHAR SHALL BE INSTALLED ABOVE AND BELOW PIPING. 2. PROVIDE MINIMUM COVER OF 24" NON -PRESSURE ON PRESSURE SUPPLY LINES 3" LATERAL LINE AND LARGER. 3, WHEN USING RECLAIMED WATER, CLEAN BACKFILL -,,PRESSURE SUPPLY LINE MAINTAIN MINIMUM 10' HORIZONTAL 90% COMPACTION SEPARATION BETWEENPOTABLE AND RECLAIMED PRESSURE LINES. MIN. 2" OF CLEAN EARTH WHERE LINES CROSS, PROVIDE PVC CONTROL WIRES SLEEVE FOR POTABLE LINE MINIMUM VEACH SIDE OF RECLAIMED WATER LINE, 4. BUNDLE WIRES WITH TAPE EVERY 10'. SLEEVING: LEGEND: DRAWN BY: KPF CLEAN BACKFILL - SEE SPECS ul SCALE: N.T.S. SLEEVING NOTES: FOR MATERIAL 90% COMPACTION HARDSCAPING (SEE NOTE #4) VALVE, REQUIRED\ / 1. ALL SLEEVES TO BE SCH, 40 PVC, A% A� 15 6 2 4 2. EXTEND ALL SLEEVES 12" BEYOND Xl z EDGE OF HARDSCAPING AT BOTH & CONTROLLER LETTER ON LID SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT IN 2" HIGH CF ENDS. PROVIDE 6" MIN. OF SAND 0j, 3. 2" CLEAR SP 3. ROUTE SLEEVING AROUND HANDICAP BEDDING AND SHADDING 6 ryp. 6- r 37 RAMPS. :- ITEM: ITEM: NON -PRESSURE LATERAL.--- 5. PVC MALE A[ 4. PIPING UNDER PAVEMENT SUSCEPTIBLE LINE SLEEVE - SIZE TWICE 6 TO TRAFFIC LOADS REFER TO CITY DIAMETER OF NON- 1.10 STD. (24" MIN. TO 36- MAX. DEPTH TO PRESSURE LATERAL LINE TO SPECIFIE1 TOP OF PIPE BELOW STRUCTURAL PRESSURE SUPPLY LINE SLEEVE CONTROL WIRE SLEEVE - SIZE PER PLAN, INSTALL SECTION). SIZE TWICE DIAMETER OF ADJACENT TO PRESSURE 3-K (4 REQUIRED). PRESSURE SUPPLY LINE SUPPLY LINE. TO OTHER VALVESONSAME FLOW SENSOR: 11/411 @ r�R E�N C�H I r �S �LE �EV �IN �G �IN MASTER VALVE: 211 @ SCALE: N.T.S. SCALE: LEGEND: 1. RADIO ANTENNA - LOCATION PER CITY OR MANUFACTURER'S RECOMMENDATIONS. 2. 24" FRONT ENTRY SATELLITE ASSEMBLY w/ NEMA 3R STAINLESS STEEL RAINPROOF ENCLOSURE (UL LISTED), STRONGBOX MODEL # SB-24SS/120V. 3, CONTROLLERISATELLITE PER FRONT VIEW CONTROLLER DETAIL. 4. METER SOCKET W17EST 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, 3/4" ABOVE FINISH GRADE IN LAWN, WHEN LEGEND: DRAWN BY: KPF NECESSARY, AND 3" ABOVE FINISH GRADE ul SCALE: N.T.S. DESIGNED BY: KPF IN PLANTING AREAS. 1. ELECTRIC CONTROL VALVE, I 494M BY: MPH 2. RECTANGULAR VALVE BOX WGREEN STAINLESS STEEL HOSE CLAMP. REQUIRED. 15 6 2 4 BOLT -DOWN COVER. HEAT BRAND VALVE STATION NO. & CONTROLLER LETTER ON LID SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT IN 2" HIGH CF ARACTERS. PHONE NUMBER: (909) 875-1804 3. QUICK COUPLING VALVE, TOP OF VALVE SHALL 3. 2" CLEAR SP CE. VALVE STATION/GPM: STATION:GPM: VALVE STATION/GPM: STATION: H-19 37 4. FINISH GRAD :- ITEM: ITEM: -IF _j z 5. PVC MALE A[ APTER (TYP.) Q G 5 6 6. PVC PIPE TO 3PRINKLERS - ANGLE PIPE 1.10 11111500111P1111 ms"111111�111 MOICIMIFIM"Nowil 11154MMISOM. 10111115M. TO SPECIFIE1 I DEPTH WITH 45 DEG. ELLS. GPM 4.00 11154MIRION GPM 7. COMMON BR 3-K (4 REQUIRED). 0 0 8, COMMON WIRE TO OTHER VALVESONSAME FLOW SENSOR: 11/411 @ 37 0 CONTROLLER. 1150MMUMM 11=21156MV1111156mv.11 "In MASTER VALVE: 211 @ 37 4• 0 + • 7 9. 3/4'CRUSHED ROCK, 8' DEEP. -9 1 roms W11 11M w Ms an Ems 10" 0 in wnf, 10. CONTROLICOMMON WIRES FROM CONTROLLER. GPM 11. PVC SCHEDULE 40 PIPE GYP.) 14 10 69 8 12. PVC SXS 90 C EG. ELL 1.76 13. WIRE CONNE4TOR. AUTOMATIC VALVE SIZE: 2" @ 37 14.MAINLINE F ING W/SOLVENT-WELD OUTLET. oreM-e M.11115111111111151 M-11111111131115STM 15. COIL WIRES FIER SPECIFICATIONS AND WITH 24" LOOP, NOTE: USE TEFLON TAPE ON ALL PVC TO PVC OR METAL TO PVC MALE PIPE THREADS, 16, CHRISTY'S 1, 11. TAG WNALVE STATION NO. & INSTALL IN SHRUB PLANTING AREAS. 1 1 CONTROLLER� LETTER .10 17, UNION 11/211 10 L.F @ 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. NTROLLER - SIDE VIEW FHRUST BLOCK SCALE T.S. DRAWN BY: KPF 2 ul SCALE: N.T.S. DESIGNED BY: KPF LEGEND: CHECKED BY: JRC L_ Moo, I 494M BY: MPH LO z to U'L STATIC PRESSURE HIGH: 108 STAINLESS STEEL HOSE CLAMP. REQUIRED. LOW: 102 r i-- OF INFORMATION: PEGGY 2. 1/2" 3 NTROLLER - SIDE VIEW FHRUST BLOCK SCALE T.S. DRAWN BY: KPF 2 ul SCALE: N.T.S. DESIGNED BY: KPF LEGEND: CHECKED BY: JRC L_ PROJECT: SYCAMORE HILLS Ill 1211 1. 10" PLASTIC VALVE BOX WITH 2" LETTERS *Q,C." -I AND BOLT LOCK LID, f y BY: MPH LO z to U'L STATIC PRESSURE HIGH: 108 STAINLESS STEEL HOSE CLAMP. REQUIRED. LOW: 102 r i-- OF INFORMATION: PEGGY 2. 1/2" 3 LIERWEST SAN BERNANDINO COUNTY WATER DISTRICT SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT PMPENSATING DEVICE PHONE NUMBER: (909) 875-1804 PHONE NUMBER: (909) 875-1804 3. QUICK COUPLING VALVE, TOP OF VALVE SHALL -=111=1 VALVE STATION/GPM: STATION:GPM: VALVE STATION/GPM: STATION: H-19 37 GPM: 46 1101MEMMINUMMIMM ITEM: ITEM: -IF _j z P.S.I. LQSS: I nonIIIIP111rem. OPINE= mrsm. "Em WATER METER SIZE: 2" @ WATER METER SIZE: 2" @ 37 GPM 1.10 11111500111P1111 ms"111111�111 MOICIMIFIM"Nowil 11154MMISOM. 10111115M. PRESSURE REGULATOR: 211 @ 37 GPM 4.00 11154MIRION GPM BACKFLOW DEVICE: 2" @ 37 GPM 11.75 GPM FLOW SENSOR: 11/411 @ 37 GPM 1.83 1150MMUMM 11=21156MV1111156mv.11 "In MASTER VALVE: 211 @ 37 GPM .37 I M" I F= re M. 0 =_ 101.9 Mro M M KIT -9 1 roms W11 11M w Ms an Ems 10" 0 in wnf, GATE VALVE(S): 1 3" @ 37 GPM 2.00 1154mo I ii MAINLINE (CL. 315): 3,, 1,058 L.F. @ 37 GPM 1.76 orsm. ffq AUTOMATIC VALVE SIZE: 2" @ 37 GPM .37 oreM-e M.11115111111111151 M-11111111131115STM I r# M.- � F MI. r, -me M F =_ 11IM1 961 M., LATERAL LINE SIZE: 3/411 60 L.F. @ 5 GPM .72 NOTM11111156199"K ill 9 L.F. @ 9 GPM .10 IrIMM4111 MIS 11/211 10 L.F @ 27 GPM .14 NrImIffrelfff"W4119MIK MIKIMMIN011i 111110 M11511111110- "9011311111 211.03 30.00 orsvZ11111WEIrevaIIIIINIFIRrevaKm "41.1rem. 1 M07011MIC M Me IRRIGATION HEAD PRESSURE: 60.74 9. #4 REBAR STAKE 36" LONG. 30.00 Im M-IM119 MEMO 1111".31KI51115M. 6.07 SYSTEM LOSSES SUBTOTAL: ELEVATION LOSSES/GAINS (ELEV. X.433) 54.17 -0.21 FITTING LOSSES (10% OF SUBTOTAL): 10. BRASS 90 DEGREE STREET ELL. 5.42 orwroKmawn. K mmm- swomm. sonsm! ELEVATION LOSSES/GAINS (ELEV. X.433) Uj # 0 = 2.90 11. BRASS 90 DEGREE ELL. TOTAL SYSTEM LOSSES: W CL 11 10 62.49 AVAILABLE PRESSURE (LOW): TO A SYSTEM DESIGN 102.00 PRESSURE OF 82 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS 3mwaEOF-5 M-. HM DEFICIT OR (+) RESIDUAL PRESSURE: NECESSARY. (+)39.51 =11SM MKIMM 1 M63SM9 MOMMISM3 =I MUM *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN orsm. murem. PRESSURE OF 78 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS NO= MIRT13mror. 03mror-1111M NECESSARY. PCD SCREEN CHARTU _3 I :' Nk"I Ij SCALE: N.T.S. SCALE: SCALE: N/A 1. HI -POP SHRUB HEAD BODY SET 11/2' 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. LANDSCAPE 6. MARLEX 90 DEGREE STREET ELL. ARCHITECTURE 7. NON -PRESSURE LATERAL FITTING. SITE PLANNING 8. NON -PRESSURE LATERAL LINE. 10221 -A Trademark Street Rancho Cucamonga, CA 91730 Tel (909) 464-2800 Fax (909) 484-2802 1 .. I., Richard Krumwiede 12" POP-UP SPRAY HEAD SCALE: N.T.S. U4LIU. ffdtJ 34 AZ Lic. # 29115 W Lic. # 446 ' TX Lic. #1864 04 09 1101,sC APF ftmw/o 4 44 -4 ignatur C�wevlf Llate S IL , V, Date 0 (',j, IllIl,, QUICK COUPLING VALVE SCALE T.S. DRAWN BY: KPF 2 SCALE: AS SHOWN DESIGNED BY: KPF LEGEND: CHECKED BY: JRC L_ r ICY) o) CO Ill 1211 1. 10" PLASTIC VALVE BOX WITH 2" LETTERS *Q,C." -I AND BOLT LOCK LID, f y LO z to U'L STAINLESS STEEL HOSE CLAMP. REQUIRED. SOURCE OF INFORMATION: PEGGY 2. 1/2" 3 SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT PHONE NUMBER: (909) 875-1804 3. QUICK COUPLING VALVE, TOP OF VALVE SHALL < o F- 0) -111111-111111 VALVE STATION/GPM: STATION: H-19 GPM: 46 111011111, ITEM: -IF _j z P.S.I. LOSS: WATER METER SIZE: 2" @ 46 GPM BE 2" BELOW VALVE BOX COVER, tu 0 46 GPM 5.00 BACKFLOW DEVICE: 2" @ 46 GPM X 12 FLOW SENSOR: 11/4" @ 46 GPM 4 4. BRASS NIPPLE, LENGTH AS REQUIRED. MASTER VALVE: 2" @ 6 EOLL GPM .70 GATE VALVE(S): 1 3" @ z 5, PRESSURE SUPPLY LINE. 2.00 tL CY) Q co MAINLINE (CL. 315): 3" 1276 L.F. @ 46 GPM 2.55 AUTOMATIC VALVE SIZE: 2" @ 46 00 .70 LATERAL LINE SIZE: 3/411 79 L.F. @ 8 6 CoUj 6. PRESSURE LINE FITTING. LuC.VFW-00 n t 15 0 •.0 .89 o . . 0 11/4" 9 L.F. @ 7. BRASS 90 DEGREE STREET ELL, GPM r, C0 CL m 0% 0 04 4•.0, INIEN 211 4 L.F. @ 0 . 4 . % 0 .0 8. BRASS NIPPLE, LENGTH AS REQUIRED. .05 Lu (n CY) 0 cc • 30.00 SYSTEM LOSSES SUBTOTAL: 60.74 9. #4 REBAR STAKE 36" LONG. FITTING LOSSES (10% OF SUBTOTAL): 0 6.07 ELEVATION LOSSES/GAINS (ELEV. X.433) 0 w z z -0.21 10. BRASS 90 DEGREE STREET ELL. 0 0 66.60 Uj # 0 = 11. BRASS 90 DEGREE ELL. W CL 11 10 s a 7 6 12. PEA GRAVEL, 2 CUBIC FEET MIN. CY) LO TO A SYSTEM DESIGN PRESSURE OF 82 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS v NOTE: NECESSARY. PLACE PEA GRAVEL PRIOR TO INSTALLATION PR ES SU �REL OS SCALCULATION ��H OF VALVE BOX. (',j, IllIl,, QUICK COUPLING VALVE SCALE: N/A V7 CITY OF FOrJTArdA, CALIFORMIA SCALE T.S. DRAWN BY: KPF SYCAMORE HILLS,, TRACT. # 495/f� COMMU IfY FA�CL. TIES DI SCALE: AS SHOWN DESIGNED BY: KPF PROJECT: SYCAMORE HILLS CHECKED BY: JRC L_ BY: MPH STATIC PRESSURE HIGH: 108 LOW: 102 SOURCE OF INFORMATION: PEGGY SUPPLIER: WEST SAN BERNANDINO COUNTY WATER DISTRICT PHONE NUMBER: (909) 875-1804 VALVE STATION/GPM: STATION: H-19 GPM: 46 ITEM: P.S.I. LOSS: WATER METER SIZE: 2" @ 46 GPM 1.60 PRESSURE REGULATOR: 2" @ 46 GPM 5.00 BACKFLOW DEVICE: 2" @ 46 GPM 12.00 FLOW SENSOR: 11/4" @ 46 GPM 2.82 MASTER VALVE: 2" @ 46 GPM .70 GATE VALVE(S): 1 3" @ 46 GPM 2.00 MAINLINE (CL. 315): 3" 1276 L.F. @ 46 GPM 2.55 AUTOMATIC VALVE SIZE: 2" @ 46 GPM .70 LATERAL LINE SIZE: 3/411 79 L.F. @ 8 GPM 2.25 ill 32 L.F. @ 15 GPM .89 11/4" 9 L.F. @ 23 GPM .18 211 4 L.F. @ 46 GPM .05 IRRIGATION HEAD PRESSURE: 30.00 SYSTEM LOSSES SUBTOTAL: 60.74 FITTING LOSSES (10% OF SUBTOTAL): 6.07 ELEVATION LOSSES/GAINS (ELEV. X.433) -0.21 TOTAL SYSTEM LOSSES: 66.60 AVAILABLE PRESSURE (LOW): 102.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+)35.40 *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN PRESSURE OF 82 PSI CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSARY. t PR ES SU �REL OS SCALCULATION ��H SCALE: N/A V7 CITY OF FOrJTArdA, CALIFORMIA DRAWN BY: KPF SYCAMORE HILLS,, TRACT. # 495/f� COMMU IfY FA�CL. TIES DI SCALE: AS SHOWN DESIGNED BY: KPF 7/x/04 CHECKED BY: JRC L_ APPROVED BY: -AE)T+NG CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/05