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Home My WebLink About2883-103A 41 ° ° € 1 11210 3 millim ... 1. M AN Oil i Ii t3/4t- " -tl- B u " . -0 FIII 314" LIMIT OF WORK " 34 CONTRACTOR TO INSTALL 8 EXTRA CONTROL PILOT WIRES PROJECT: TR. #15709, FONTANA, CA. -BASELINE AVE. BY: W_ 0 STATIC PRESSURE HIGH: 80 psi W z LOW: 72 psi 3 SOURCE OF INFORMATION: Z> FEBCO 825 -6 -BV REDUCED PRESSURE BACKFLOW DEVICE, SIZE AS SHOWN SUPPLIER: FONTANA WATER DISTRICT SUPERIOR b- TORO 3A 41 ° ° € 1 11210 3 millim ... 1. M AN Oil i Ii t3/4t- " -tl- B u " . -0 FIII 314" LIMIT OF WORK " 34 CONTRACTOR TO INSTALL 8 EXTRA CONTROL PILOT WIRES PROJECT: TR. #15709, FONTANA, CA. -BASELINE AVE. BY: JAF STATIC PRESSURE HIGH: 80 psi BADIU-S LOW: 72 psi P..lu SOURCE OF INFORMATION: z FEBCO 825 -6 -BV REDUCED PRESSURE BACKFLOW DEVICE, SIZE AS SHOWN SUPPLIER: FONTANA WATER DISTRICT SUPERIOR b- TORO PHONE NUMBER: 909/822-2201 POP-UP SPRAY HEAD 5 10 30 VALVE STATION/GPM: STATION: 3 A ITEM: TORO 41 GPM PDP -UP SPRAY HEAD WATER METER SIZE: 11/2)) 9 41 P.S.I. GPM LOSS: 3.60 BACKFLOW DEVICE SIZE: 1 1 /2" C 41 GPM 11.00 MASTER VALVE: 1 21/221 @ 41 GPM 1.00 FLOW SENSOR 1 1 1/2" @ 41 GPM 3.30 GATE VALVE(S): 2 2112" 9 41 GPM 2.00 MAINLINE (SCH. 40): L.F. @ POP-UP SPRAY HEAD GPM 0.00 MAINLINE (CL. 315): 21/2" 550 L.F. 41 GPM 2.81 AUTOMATIC VALVE SIZE: 1 112"@ 41 GPM 1.72 LATERAL LINE SIZE 1/2" L.F. @ 10' CPM 0.00 3/4"115 L.F. @ 9 GPM 4.08 ill 15 L.F. @ 15 GPM .47 1 114" 30 L F A 18 G P M ' BASELINE AVENUE 15 10A i o0z 00 00 .r.. 00 31411 00 pa�o�l-ill-Tall-Il:.rea �l��ts-�.1l��iY6.ii�rfftllfilt�iB 6 t 00 L tl i 00 00 E i E , �O , � 1 EpE t , - - -' 00f1' 1 SLEEVE - fl 1AA 22E U_ 314 31 � � 314" F 1114" 'ie=M "i°WM j 00 00 00 ®. a01FA 314" 31� 3/411 1/41' � 411 O 314'- " O _43�" 0 .-.._. i LOT ff Dal ,3!411 0 314" 314" 3/4' 00 3/417 W CM T- 0 0 66 0 C.7 W LT0_ 9A 15 rr r ° < CONTRACTOR TO INSTALL (1) EXTRA CONTROL+ cc x PILOT WIRE AT THIS LOCATIO 14" i + w {/�� IT \✓ R {r ! l 1 114"00 314" i -saa 314" . 00 1 l Fw" 1 114° CONTRACTOR TO INSTALL (1) EXTRA CONTROL PILOT WIRE AT THIS LOCATION. ARKANSAS AVENUE 3/4" p p p $ 8A rr � O 0 �0 11/41' 314" 1,1 3/4" � 1 1f2" 0 " p 314" 31411 ° 314" 14 ! (D 00 ,1 p 314 /4": p 314" LOT "A" -3/4" 314" 314" 00 - ^ - - 11 - ,1 .37 • I I. 11/2$$ L.F. @ GPM 0.00 r LIMIT OF WORK 3 L.F. C 41 GPM .03 p Of LIMIT OF WORK 21/21) L.F. CG PM 0.00 " •e ° r I T 1 I ? ' • • p 0 o 1, 1 0 p p IRRIGATION HEAD PRESSURE: 30.00 0 • 1 112 9 p Of ° 314. „ • p I SYSTEM LOSSES SUBTOTAL. 60.38 I FITTING LOSSES (10% OF SUBTOTAL}: 6.04 0 • I 14t, 11/4" • I ELEVATION LOSSES/GAINS (ECFV. x.433) 0.00 �� ' Mie �i ii.�- ►" ,moi � DC TOTAL SYSTEM LOSSES: 66.42 #0 • .___.___ -} ----- _„ " " „ p AVAILABLE PRESSURE (LO1lV}: 72.00 �` �' st,��vt~ s 41=v� (-} DEFICIT OR (a-� RESIDUAL PRESSURE: 5.58 � ��i4 y � � � I � U_ 1 11" i 0 OP I rr 1 • oe _j in It e I Of 6A 31 0 • 11/4" p ._7 71 3 /�4 " p 02 3/ � 1411 1 11 � I � • • • �° ' • I 1 i, $1411 3/ I 2"• SA 35 • W' 1 114" 34 13A �1112' I �O I • 00Of I I � I I • 3/4" ! 1„ 314 V , ,1 A/f „ = _ _ 3/4" 1"., 314+ / //!314t, _. lAiF 314" , F t � �4! ' /4 3/4 3/4" 1%7, 314„ 10�314" -- - 0 �f-- ..----- --------_-0 13/4 ° !� ,F LIMIT ."OFR11t 1 114".°'' 2 112""' ` . 31411 _A0"1rAfrZj � " „�� ...�. 3f4" 314" ...�.-- E1..31� � �� ' � �/ � 314 1" "--,.� ,.., �..„.,•----•-----�----• • • ---.,� A,1 °� M� •+'"' err lsel ar l-I� �tti �lr�rr ins ri ®��®i-i°ir }' Yit ' ....' 314" 3/4" • �� `-►�il-1r-MMMM 1 1/ 21/2" �"'"' • , .,.�,,.�IN*, 314" „ I 314" 314" laiWIN in _ --�'"��'°" - - - - - iiA�- -isireri-aaa-wi I+aiwwa�ericeiie�nma-iwaawiivaanerem+rrrr®e-aisorsmrs-��o-�s,°eila,ar� 3/4 , 314 ,, Ifta WOOS" 314 1114 /�*`•.,1'R'�� '��iiil-a�t�r �elawlire�rm�ar�i�mrmle-r+'�° 3f4" Cl s''aw'�a�l`�'� ,tm 1/2" ® • 2112''-'' • ON�.--' �� Irelier a MMSEMMMMM02=010 314" 311 1 1/4 1,;. ___._ ®"`�1,1 f4-."...- �.._.. _____... .gyp---`7-"�"�------^""`� 314" ` ��.�.�.��.,��.�.1��.�.,��.��.>�.>I��.�.,��.��.��.�.��.,�.�.>�.I�.,��.�.��.��a►+F�.,�.�..�.�.��.�.,�.�.1�.>,�.�-.,,�r.�,�.,��.��.�.�:..�-.��.>�.�-,�.��,1��.�.,��.�.�-��-.,��.�.�.>>�.�,��.�.�.�� :.,�.�.��,1��.1��.1�.��.�-�-.�.�-��.�~��.��.��.��.��.�.,��-.,��.1��.��.,�.��.��.��..�►��.�.�.�.��.�,��.,��.,��.�.��.�.�.�,,��.�.��.1�,�� -.,�.�� L1J W 1 LIMIT OF WO K Cn TYPICAL P.O.C. NOTE: o 32 14A 6 1 MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 1 112" W W 1 1114 0 0 DOMESTIC DATER METER TO BE PROVIDED BY OWNER. REFER TO UTILITY z LO PLAINS FOR ADDITIONAL INFORMATION, EXTEND NEW TYPE K COPPER ...� PIPE OR AS PER LOCAL CODE AND INSTALL A 2" PRESSURE TYPE BACKFLOW PREVENTER, A 21 2" GLOBE/MASTER VALVE, A 1 112" FLOW B A S E L I INJE A V E INJU E 0 0 METER, AND (2) LINE -SIZE GATE VALVES. EXTEND NEW PRESSURE r < 4 MAINLINE TO VALVES AS SHOWN. --- OC cc :<""` STATIC MATER PRESSURE: 72 PSI SYSTEM DESIGN PRESSURE: 66 PSI 1 MAXIMUM IRRIGATION DEMAND: 43 GPM SHEET KEY IRRIGATION NOTES 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, NAIVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNER'S CONSTRUCTION REPRESENTATIVE. 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND STRUCTURES. 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT. 8, FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S REPRESENTATIVE,.AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE. 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR SMALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS. 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES A7 NO EXTRA CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE TESTS. 9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. 10. GLEAN -UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL. IRRIGATION LEGEND SM MANUFINCTURER MODEL SCE31PS IN BADIU-S NIBCO P..lu LINE -SIZE GATE VALVE z FEBCO 825 -6 -BV REDUCED PRESSURE BACKFLOW DEVICE, SIZE AS SHOWN G.P.M SUPERIOR b- TORO 570Z-12P-COM-5QPC POP-UP SPRAY HEAD 5 10 30 CITY TORO 570Z-12P-CDM-5TPC PDP -UP SPRAY HEAD 5' .10 30 Q TORN 570Z-12P-COM-5HPC POP-UP SPRAY HEAD 5' .20 30 NETWORK 8000 AUTOMATIC CONTROLLER TORO 5702.12P-COM-8QPC POP-UP SPRAY HEAD 8' .20 30 SCH 40 PVC TORO 570Z-12P-COM-BTPC POP-UP SPRAY HEAD 8' .30 30 APPROVED TORO 5702-12P-COM-BHPC POP-UP SPRAY HEAD 8' 140 30 OI/ TORO 570Z-12P-COM-I0QPC POP-UP SPRAY HEAD 10' .30 30 6" SLEEVE, UNLESS OTHERWISE NOTED. TORO 570Z-12P-COM-IOTPC POP-UP SPRAY HEAD 10' .40 30 V TORO 570Z-12P-COM-I0HPC PDP -UP SPRAY HEAD 10' .70 30 TORO} 5702-12P-COM-IOFPC POP-UP SPRAY HEAD 10' 1.30 30 ' TORO 5702 -12P -COM -V-15 POP-UP SPRAY HEAD 10' .90 30 TORO 570Z-12P-COM-I2QPC POP-UP SPRAY HEAD 12' .50 30 ATTN: TQM LANG TORO 570Z-12P-COM-I2TPC POP-UP SPRAY HEAD 12' .60 30 V TORO 570Z-12P-COM-I2HPC POP-UP SPRAY HEAD 12' 1.00 30 O TORO 570Z-12P-COM-I2FPC POP-UP SPRAY HEAD 12' 2.00 30 " ►` TORO 570Z-12P-COM-I5OPC POP-UP SPRAY HEAD 15' .80 30 ' TORO 5702-12P-COM-I5TPC POP-UP SPRAY HEAD 15' 1.00 30 V TORO 570Z-12P-COM-I5HPC POP-UP SPRAY HEAD 15' 1.50 30 C TORO 570Z-12P-COM-I5FPC POP-UP SPRAY HEAD 151 3.00 30 TORO * 57OZ-12P-COM-4ESTPC POP-UP SPRAY HEAD 4'X15' .40 30 TORO * 570Z-12P-COM-48STPC POP-UP SPRAY HEAD 4'X30' .90 30 * TRIANGULAR SPACING REQUIRED, TYPICAL, NOTES: 1. CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. 2. A! I At ES L+C A TED 1 T -UJ F AREAS T BE 101AI LE"",601=Z4P -Da, NOTE: ALL EXTRA CONTROL PILOT WIRES TO BE ROUTED FROM EACH CONTROLLER AND LOOPED UP INTO EACH VALVE BOK (2411 COIL) TO THE TERMINAL END. THE EXTRA WIRES SHALL BE IDENTIFIED AS EXTRA AND NUMBERS WITH TAGS AT EACH VALVE BOX AND AT ALL CONTROLLERS, CrrY OF FONTANA, CALIFORNIA PROPOSED DRAWN BY JAK DOMESTIC WATER METER BY OTHERS, SIZE AS SHOWN SCAB=: 2a'o' NIBCO T-113 LINE -SIZE GATE VALVE z FEBCO 825 -6 -BV REDUCED PRESSURE BACKFLOW DEVICE, SIZE AS SHOWN DATE SUPERIOR 950 SERIES BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN CHECKED BY: INDUSTRIAL DATA (F/S) 11422013-1.5 FLOW METER W 00 T N I R RWK CITY 1 SUPERIOR 3100 SERIES NORMALLY CLOSED ELECTRIC GLOBE VALVE W RAIN8IRQ 33D/33DK QUICK COUPLING VALVE (SUPPLY (4) KEYS TOTAL) d) Z TORO 8000 NETWORK 8000 AUTOMATIC CONTROLLER W CAMPBELLSOENTiFIC, INC. TE 525 TIPPING BUCKET RAIN GUAGE z APPROVED SCH 40 PVC MAINLINE, SIZE AS SHORN, MIN. COVER 18"; USE CL. F.F. G PVC FOR 2" AND LARGER. APPROVED CL. 200 PVC LATERAL LINE, SIZE AS SHOWN. 12" MIN. COVER z APPROVER SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN. .j COVER AS REQUIRED. FOR MAINLINE STREET CROSSINGS, USE 6" SLEEVE, UNLESS OTHERWISE NOTED. APPROVED SCH: 40 PVC 4" WIRE SLEEVES, MIN. COVER AS REQUIRED. * MODEL #CTPN-SSTFONT/CTPN-RLFONT, SUPPLIED BY CALIFORNIA TURF PRODUCTS, SAN DIEGO, CALIFORNIA, (619) 793- 9 SUMP BOOSTER PUMP AVAILABLE FROM: BEAR STATE PUMP & EQUIPMENT 2115 S. HELLMAN AVENUE, UNIT H ONTARIO, CALIFORNIA 91761 PH. NO. (800) 350-1660 ATTN: TQM LANG NOTE: ALL EXTRA CONTROL PILOT WIRES TO BE ROUTED FROM EACH CONTROLLER AND LOOPED UP INTO EACH VALVE BOK (2411 COIL) TO THE TERMINAL END. THE EXTRA WIRES SHALL BE IDENTIFIED AS EXTRA AND NUMBERS WITH TAGS AT EACH VALVE BOX AND AT ALL CONTROLLERS, CrrY OF FONTANA, CALIFORNIA CITY PLAN CK. CORRECTIONS DRAWN BY JAK INDEPENDENCE ORNINGSIDE SCAB=: 2a'o' ON-SITE CITY CORRECTIONS ADD- ED BOOSTER PUMP TRACT. #15709 z 44 M DESIGNED BY, COMMUNITY MUNITY IF CI TI DISTRICT DATE JAK W O 11/17/97 CHECKED BY: APPRODWG. DATEIL'O l NO.: /D RWK CITY W L ENGINEER R.C.E. = P. DATE --j ,V-1 157-,Z_ X11400!5 VALVE SlZlihNj'G KEY VALVE # 1 jo GPM 3141 VALVE SIDE r=% I A K I e% r-% e% r% r% r iii r"I"I" rm% ii" F, 1 .0% 19 M r% eRruir�aR� L A N D S C A P E ARCHITECTURE SITE PLANNING 10630 Town Center Dr., Suite 128 . Rancho Cucamonga, CA 91730 (909) 484-2800 FAX (909) 484-2aO2 Richard Krumwiede CA Lie. ##2834 A2 Lic. # 29116 IJV Lic. # 446 >r IDSCA $' fru m w;�cr 4'P cs C' 0 Re wat rase 7 Dale s� OF CA W CITY PLAN CK. CORRECTIONS < z CITY ON-SITE CORRECTIONS S�6/p2 JAI= S ON-SITE CITY CORRECTIONS ADD- ED BOOSTER PUMP U) z 44 M 6 0 LL � < W O xwmmow" i ""d"°.' �- 0 0 W L --j C!) LU W 0. < CL 0 d) Z Lr Z 0 < Z W W 0 LO TOO* 0 z r U W F.F. G U) z W 11�® .j 2116/98 JAK CITY PLAN CK. CORRECTIONS fi/12198 AaJAK CITY ON-SITE CORRECTIONS S�6/p2 JAI= S ON-SITE CITY CORRECTIONS ADD- ED BOOSTER PUMP JAF/JAK 11/17/97 3/20/02 1 if = 201-011 97003 i-1 OF SHTS.