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Home My WebLink About3031-2CONTRACTOR SHALL LOCATE EXIS ING LATERAL AND CONNECT MODIFIED SYSTEM. GPM SHOWN FOR THIS VALVE ARE IN ADDITION TO EXISTING SPRAY S(STEM. FIELD VERIFY EXACT LOCATION 41TH ENGINEER PRIOR TO CONSTRUCTION. 7-0 F -.)(/S rlm& rt'c v r 5-9 IRRIGATION LEGEND r 12 _ _ _ 13 _ _ _ 14 _ SIERRA POINT OF CONNECTION FOR MODIFICATION CONNECT NEW MAINLINE AT THIS LOCATION. ' MAINLINE V 23 MA I t .NE 4. y A- 3 • GPM NEW /A -J\ 9 - GPMt TO EX. VALVE i Si' TO EX. Iz.'c_ v- 3 SYM. DESCRIPTION MANUFACTURER MODEL REMARKS DETAIL SHEET 15rrm REMOTE CONTROL VALVE SUPERIOR 950 SEE PLAN 6 3 G QUICK COUPLER VALVE RAINBIRD 33DLRCI 10 7 3 — — IRRIGATION MAINLINE APPROVED SCH 40 PVC 1.1/2' AND SMALLER CLAS 315 PVC 2' AND GREATER 8, 9 3 IRRIGATION LATERAL APPROVED 81 9 3 = PIPE SLEEVE APPROVED TWICE LINE SIZE UNDER ALL PAVING 8, 9 3 — C — CONTROL WIRE CONDUIT APPROVED SIZE TO FIT UNDER ALL PAVING 81 9 3 — — EXISTING IRRIG. MAINLINE --- --- SEE PLAN --- --- 0 EXISTING BACKFLOW PREVENTER --- --- PROTECT IN PLACE --- --- EXISTING SHUT OFF VALVE --- --- PROTECT IN PLACE --- --- A 0 SALVAGED CONTROLLER --- --- SEE PLAN 4 3 CONTROLLER ENCLOSURE STRONG BOX m-24ss im STAINLESS STEEL se SPLICE BOX W/ LOCKING LID AMETEK • 182001 w/ 0 18212 6' ROUND LOCKABLE PLASTIC SPLICE 90X I I 3 NOZ. PSI RAD. GPM 6' POP-UP SPRAY Wi PURPLE PCS SCREEN RAINBIRD 1806 -SAM 80 30 5' .10 5 3 v 61 -UP SPRAY Wi 8RM PCS SCREEN RAINBIRD 1806 -SAM 8H 30 5' .20 5 3 IRRIGATION PLAN dcL� - ffil TOLL FREE _lqvWmW0p_ 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ,cV REV.1 REVISION DESCRIPTION 7 2G oeD '.e4IN/N6► r'vl"LINL 'r 0195p pe, po" G Vqz Y4 __ _ — — — - -_ / y4 ' C2' MA I NL I NE . CONTRACTOR SHALL OCATE EXISTING LATERAL AND CONNET MODIFIED SYSTEM. GPM SHOWN FOR THI VALVE ARE IN ADDITION TO EXIST NG SPRAY SYSTEM. FIELD VERIFY EXAC LOCATION WITH ENGINEER PRIOR TO CONSTRUCTION. AVENUE CONNECT TO EXISTING SPRAY SYSTEM. GPM SHOWN FOR THIS VALVE IS SUBTRACTED TO EXISTING SPRAY SYSTEM. FIELD VERIFY EXACT LOCATION WITH ENGINEER PRIOR TO CONSTRUCTION. . NEW A- 7 -GPM -r NEW A -)l. 2 G VALVE I i(r' TO EX. VALVE I%@ EX. _s6 PIPING SIZES E VE MINIMUM PIPE SIZE, EXCEPT AT SPRINKLER HEAD CONNECT IONS, SHALL BE Y4'. FOR ALL PIPE SIZES NOT SHOWN USE THE FOLLOWING GUIDELINESi G.P.M. DEMAND PIPE SIZE 0-8 N' 8-12 I " 12-22I4' 22-30 I/2' 30-50 2' 51-70 V2' SCH 40 PVC I112' AND SMALLER CLASS 315 PVC 2' AND GREATER DATE ENGR. CITY DATE 0 r SHOULD CONSTRUCTION OF THE REQUIRED Z� ��'• IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. _ I5 8' HOPE SLEEVE FOR FUTURE MEDIAN. SEE CIVIL PLANS CONALo _ c —r c---C—c INSTALL NEW COMBINATION METER PEDESTAL I IRRIGATION CONTROLLER ENCLOSURE AT THIS LOCATION. EXTEND POWER SUPPLY AND CONTFIA01. W r RES TO TH r 5 LOCATION AND J INSTALL AND METER. CONTRACTOR SHALL ENSURE THAT RCV WIRES ARE RELOCATED IN PLANTER AREA. SEE DETAIL 4, SHEET 4. CONNECT TO PULL BOX. SEE CIVIL PLANS. I h zJ y-iza L M c- !Z 4- /41fN C ;i l CoM *tkdLLpp'_ VALVE CALL -OUT LEGEND VALVE STA. PM VALVE SIZE IRRIGATION NOTES (.CONTRACTOR SHALL FIELD VERIFY WITH CITY ENGINEER EXACT LOCATION OF ALL IRRIGATION COMPONENTS,SUCH AS, BUT NOT LIMITED TO, VALVES, SPRINKLER HEADS, PIPING, ETC.,AFFECTED BY THE ROADWAY IMPROVEMENTS PRIOR TO CONSTRUCTION. THE EXISTING IRRIGATION SYSTEM SHALL BE CUT AND/OR CAP TO ACCOMMODATE THE NEW ROADWAY ALIGNMENT.WHERE THERE ARE NEW FINISH GRADES AND SIDEWALK ALIGNMENT,THE WATER SUPPLY LINES,VALVES, AND SPRINKLER HEADS SHALL BE MODIFIED AND ADJUSTED TO GRADE AND/OR RELOCATED, AS NECESSARY.RESTORE TREES, SHRUBS,AND TURF IN KIND WHERE AFFECTED. 2.CONTRACTOR SHALL NOT HAVE EXISTING IRRIGATION SYSTEM, NOT AFFECTED BY CONSTRUCTION. INOPERABLE FOR MORE THAN 48 HOURS CONTINUOUSLY. L ALL MAINLINE, LATERALS AND CONTROL WIRE CONDUIT UNDER PAVED AREAS SHALL BE SLEEVED. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES. ♦.IRRIGATION LAYOUT IS SCHEMATIC. ALL PIPE AND VALVES SHALL BE INSTALLED IN PLANTING AREAS UNLESS OTHERWISE NOTED. s.INSTALL PCS SCREENS AS NECESSARY FOR OPTIMUMI PERFORMANCE. :.MAINLINE, VALVES, LATERALS, ETC. SHOWN ARE SCHEMATIC. INSTALL MAINLINE AJACENT TO CURB WHERE POSSIBLE. ?.PRECISE LOCATION OF IRRIGTION HEADS SHALL BE AS APPROVED BY THE ENGINEER. CONTRACTOR SHALL MAKE CORRECTIONS AS DIRECTED BY THE ENGINEER TO ASSURE COVERAGE AT NO ADDITIONAL COST TO THE AGENCY. `.CONTRACTOR SHALL RESTORE PLANT MATERIAL IN AREAS AFFECTED BY THE NEW PIPING LAYOUT. w.IN AREAS AFFECTED BY THE NEW CONSTRUCTION CONTRACTOR SHALL ABANDON WATER SUPPLY LINES IN PLACE, AND SURRENDER TO THE CITY, ANY COMPONENTS THAT ARE NOT REUSED. Io.CONTRACTOR SHALL OBTAIN FROM THE CITY A SET OF PLANS REVISED 8-4-86, AND TITLED, BERRY DEVELOPMENT TRACT l PARKWAYS. IRRIGATION PLAN, SHEET 2 OF 6' PRIOR TO CONSTRUCTION. PLANS PREPARED BY: L,1db5CApF . W WILLDAN t 13191 Crossroads Parkway North, Suite 405 1 1ALG(1 In-dustr- y, CA 91746-3497 DRAWN er, kt MO. 3S -' (562) 908-6200 AB 49 E, 1 T -31-Q, UNDER THE SUPERVISION OF: DESIGNED BY, __14--_0 CHECKED sort JOHN J. 110 L R.L.A. 3551 JH NORTH SCALED I=20 CITY OF FONTANA IRRIGATION MODIFICATION PLAN SIERRA AVENUE SCA1 -20' A. 10+5 0 STA. 15+50 DATE: 04-15-03 v r: DRAWING NOa 2 y•Lz �os 3031 / V) LLJ ME O C W Q U Q . Ld Q Q > w X17 Q F— CD rim IRRIGATION CONTROL WIRE SIZING TABLE CONDUIT SIZE MAX. NO. OF W I RES 14 AWG 15rrm (1/21) 2 20rrm (3/4') 4 25trm (i') 6 32mm, (1114') 10 4 O (I f2') 14 50mm (22) 25 IRRIGATION NOTES (.CONTRACTOR SHALL FIELD VERIFY WITH CITY ENGINEER EXACT LOCATION OF ALL IRRIGATION COMPONENTS,SUCH AS, BUT NOT LIMITED TO, VALVES, SPRINKLER HEADS, PIPING, ETC.,AFFECTED BY THE ROADWAY IMPROVEMENTS PRIOR TO CONSTRUCTION. THE EXISTING IRRIGATION SYSTEM SHALL BE CUT AND/OR CAP TO ACCOMMODATE THE NEW ROADWAY ALIGNMENT.WHERE THERE ARE NEW FINISH GRADES AND SIDEWALK ALIGNMENT,THE WATER SUPPLY LINES,VALVES, AND SPRINKLER HEADS SHALL BE MODIFIED AND ADJUSTED TO GRADE AND/OR RELOCATED, AS NECESSARY.RESTORE TREES, SHRUBS,AND TURF IN KIND WHERE AFFECTED. 2.CONTRACTOR SHALL NOT HAVE EXISTING IRRIGATION SYSTEM, NOT AFFECTED BY CONSTRUCTION. INOPERABLE FOR MORE THAN 48 HOURS CONTINUOUSLY. L ALL MAINLINE, LATERALS AND CONTROL WIRE CONDUIT UNDER PAVED AREAS SHALL BE SLEEVED. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES. ♦.IRRIGATION LAYOUT IS SCHEMATIC. ALL PIPE AND VALVES SHALL BE INSTALLED IN PLANTING AREAS UNLESS OTHERWISE NOTED. s.INSTALL PCS SCREENS AS NECESSARY FOR OPTIMUMI PERFORMANCE. :.MAINLINE, VALVES, LATERALS, ETC. SHOWN ARE SCHEMATIC. INSTALL MAINLINE AJACENT TO CURB WHERE POSSIBLE. ?.PRECISE LOCATION OF IRRIGTION HEADS SHALL BE AS APPROVED BY THE ENGINEER. CONTRACTOR SHALL MAKE CORRECTIONS AS DIRECTED BY THE ENGINEER TO ASSURE COVERAGE AT NO ADDITIONAL COST TO THE AGENCY. `.CONTRACTOR SHALL RESTORE PLANT MATERIAL IN AREAS AFFECTED BY THE NEW PIPING LAYOUT. w.IN AREAS AFFECTED BY THE NEW CONSTRUCTION CONTRACTOR SHALL ABANDON WATER SUPPLY LINES IN PLACE, AND SURRENDER TO THE CITY, ANY COMPONENTS THAT ARE NOT REUSED. Io.CONTRACTOR SHALL OBTAIN FROM THE CITY A SET OF PLANS REVISED 8-4-86, AND TITLED, BERRY DEVELOPMENT TRACT l PARKWAYS. IRRIGATION PLAN, SHEET 2 OF 6' PRIOR TO CONSTRUCTION. PLANS PREPARED BY: L,1db5CApF . W WILLDAN t 13191 Crossroads Parkway North, Suite 405 1 1ALG(1 In-dustr- y, CA 91746-3497 DRAWN er, kt MO. 3S -' (562) 908-6200 AB 49 E, 1 T -31-Q, UNDER THE SUPERVISION OF: DESIGNED BY, __14--_0 CHECKED sort JOHN J. 110 L R.L.A. 3551 JH NORTH SCALED I=20 CITY OF FONTANA IRRIGATION MODIFICATION PLAN SIERRA AVENUE SCA1 -20' A. 10+5 0 STA. 15+50 DATE: 04-15-03 v r: DRAWING NOa 2 y•Lz �os 3031 / V) LLJ ME O C W Q U Q . Ld Q Q > w X17 Q F— CD rim