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Home My WebLink About4166-4L? 0 n 0 LIMIT OF WORK -"A"'STREE 4, LIMIT OF WORK LU 114" P, B-7 3W EXISTING METER AND CONTROLLER NOTE: METER AND CONTROLLER LOCATED ALONG CYPRESS AVENUE, NORTH OF'A'STREET IS AT ADJACENT TRACT #16383. SEE SEPARATE C. F.D. PLAN SUBMITTAL FOR TRACT #16383, CITY DRAWING #4155, PREPARED BY ARCHIITERRA DESIGN GROUP. EXISTING POINT OF CONNECTION NOTE: POINT OF CONNECTION IS AT ADJACENT TRACT #16383. SEE SEPARATE C.F.D. PLAN SUBMITTAL FOR TRACT #16383, CITY DRAWING #4155, PREPARED BY ARCHITERRA DESIGN GROUP. 214 MAINLINE IS TO BE SLEEVED TO SOUTH SIDE OF'A' STREET PER C.F.D. PLANS FOR TR. #16383. EXISTING WIRE NOTE: EXISTING CONTROLLER WIRES, SLEEVED AND COILED IN SPLICE BOX PER PLANS FOR ADJACENT TRACT #16383, EXTEND TO VALVES AS SHOWN. TYPICAL SLEEVING NOTE: CONTRACTOR TO LOCATE IRRIGATION SLEEVING IN LOCATIONS WHICH WILL NOT INTERFERE WITH FUTURE TRAFFIC CONTROL LIGHTING AND/OR EQUIPMENT. CONTRACTOR SHALL CONTACT TRAFFIC ENGINEER FOR POSSIBLE FUTURE TRAFFIC LIGHT LOCATIONS. SLEEVING NOTE: CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND WIRING THAT CROSS ALL SIDEWALKS, STREETS AND OTHER HARDSCAPE. I EXISTING 6" MAIN LINE SLEEVE I F*'\ 17 r -5 B"5'4\ 18 9 0 h 0 A MAINLINE NOTE: MAINLINE LOCATION SHOWN FOR GRAPHIC CLARITY. CONTRACTOR TO INSTALL MAINLINE IN ADJACENT SHRUB PLANTING AREA *18" FROM BACK OF SIDEWALK. TEMPORARY WATERING NOTE: DEPENDENT ON SEASONAL RAINFALL AT TIME OF INSTALLATION, CONTRACTOR TO PROVIDE WATER TO BASIN HYDROSEED THROUGH MAINTENANCE PERIOD FOR ESTABLISHMENT & GERMINATION OF SEED MIX. IRRIGATION NOT PS 1. THIS SYSTEM IS DIAGRAMMATIC, ALL PIPE, VALVES, �TC, SHOWN WITHIN PAVED AAEA8 ARE F� OR DESIGN CLARIFICATION 11/2" DOMESTIC WATER METER PER ADJACENT TRACT #16383 ONLY AND SHALL BE INSTALLED IN PLANTING AREM WHEREVtR POSSIBL�. 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD LINE -SIZE BALLVALVE THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULO BE BROUG I HT TO *E ATTENTION OF THE OWNER'S SUPERIOR AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFIcATION 18 NOT PERFOOMED� THE CONTRACTOR M*UST ASSUME BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN FULL RESPONSIBILITY FOR REVISIONS NECESSARY, 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OFOONNECTION WITH MAXIMUM GPM, QUICK COUPLING VALVE (SUPPLY (2) KEYS TOTAL) DEMANDSPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFY ALL PPESSUPE9 ON SITE PRIOF4 To CONSTRUCTION TO OWNERIS TORO CONSTRUCTION REPRESENTATIVE. 4. IT IS THE RESPONSIBILITY OFTHE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALk GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC. HE SHALL COORDDINATE ALL HIS WORK WITH THE GENERAL ADJACENT TRACT #16383 CONTRACTOR AND OTHER SUB CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND APPROVED STRUCTURES, 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW PREVENTER TO BE OF MATERIAL REQUIRED BY APPROVED CURRENT WATER DISTRICT. 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITYS AND OWNER'S REPRESENTATIVE, AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE. 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROVED INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENTSIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF LATERALLINE, SIZE AS SHOWN, 12" MIN. COVER. 3/4" MIN. 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 UNLESS OTHERWISE NOTED OVERSPRAY ONTO WALKS, STREETS, AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST APPROVED NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA CHARGE. CALL LANDSCAPE SLEEVES, SIZED 2X LARGER THAN PIPE TO BE ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE TESTS. 9. QUALITY CONTROL OBSERVATIONSEQUENCES ARE FOUND IN THE SPECIFICATIONS. 10. CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL. 11. CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE TO WIRE SLEEVES, MIN. COVER AS REQUIRED UNLESS REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. 12. - ES OCA _TM_AT_URFAflE4_S_T_0_BE1AWA_ LLED-OAt 13. CONTRACTOR TO INSTALL EXTRA CONTROL PILOT WIRES FROM EACH CONTROLLER AND LOOPED UP INTO EACH VALVE BOX (24" COIL) TO THE END OF SYSTEM. THE EXTRA WIRES SHALL BE IDENTIFIED AS EXTRA AND NUMBERS WITH TAGS AT EACH VALVE BOX AND AT ALL CONTROLLERS. IRRIGATION LEG-EIND TYML MANUE. MODEL NUMBE-8 DERGRIPTION RADIUS G -2-M, P_&L W RAINBIRD 1812-SAM-PRS-15EST POP-UP SPRAY HEAD 4'x 115' 1.38 30-40 E3 RAINBIRD 1812-SAM-PRS-15SST POP.LIP SPRAY HEAD 4'x 30' 1.34 30-40 T RAINBIRD 1812 -SAM -PRS -80 POP-UP SPRAY HEAD 81 0.25 30-40 T RAINBIRD 1812-SAM-PRS.8H POP-UP SPRAY HEAD 81 0.50 30-40 ,r RAINBIRD 1812-SAM-PRS-BVAN POP-UP SPRAY HEAD 81 0.70 30-40 V RAINBIRD 1812,SAM-PRS-10H POP-UP SPRAY HEAD 101 0.80 30-40 7 RAINBIRD 1812-SAM-PRS-10VAN POP-UP SPRAY HEAD 101 0.80 30-40 CONTRACTOR TO USE APPROPRIATE ARC DISCS TO PROVIDE 1000/6 COVERAGE TO PLANTING AREA& CONTRACTOR TO USE 6" POP -UPS IN TURF AREAS. CONTRACTOR MAY BE REQUIRED TO ADD SCREENS TO NOZZLES ON VALVES WITH HIGH GPffs IN ORDER TO COMPENSATE FOR LOWER WATER PRESSURE UPON AUTHORIZED CITY INSPECTORS REQUEST. VAUVE SIZING KEY VALVE # 1 GPM 314". VALVESIZE FOR NOTES AND LEGENDS, SEE THIS SHEET FOR IRRIGATION DETAILS, SEE SHEET L-5 FOR IRRIGATION SPECIFICATIONS, SEE SHEET L-9 FnR rnRRf=.1;PnNnINr-, CnNqTR1JCTInN P1 AN ";F:F:,;HFF:T I 5 - FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6 S-LJE: nu.ET KEY MAP I w z w w w LU EXISTING 11/2" DOMESTIC WATER METER PER ADJACENT TRACT #16383 LU NIBCO T-1 13 LINE -SIZE BALLVALVE SUPERIOR 950 DW SERIES BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN RAINBIRD 33DLRC QUICK COUPLING VALVE (SUPPLY (2) KEYS TOTAL) C/) T_ 1_<� TORO EXISTING EXISTING TORO SENTINEL AUTOMATIC CONTROLLER PER o::> CL 0 ADJACENT TRACT #16383 APPROVED CL. 315 PVC EXISTING MAINLINE PER ADJACENT TRACT #16383 0 LJL- -r- APPROVED CL 315 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 18". 24" MIN. COVER AT STREET CROSSINGS APPROVED CL. 200 PVC LATERALLINE, SIZE AS SHOWN, 12" MIN. COVER. 3/4" MIN. UNLESS OTHERWISE NOTED APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN. COVER AS REQUIRED OR AS SHOWN APPROVED SCH. 40 PVC WIRE SLEEVES, MIN. COVER AS REQUIRED UNLESS OTHERWISE NOTED. SIZE AS SHOWN VAUVE SIZING KEY VALVE # 1 GPM 314". VALVESIZE FOR NOTES AND LEGENDS, SEE THIS SHEET FOR IRRIGATION DETAILS, SEE SHEET L-5 FOR IRRIGATION SPECIFICATIONS, SEE SHEET L-9 FnR rnRRf=.1;PnNnINr-, CnNqTR1JCTInN P1 AN ";F:F:,;HFF:T I 5 - FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-6 S-LJE: nu.ET KEY MAP I w z w w z LU I � n; t M 1,; 1 ru iT'r L A N 0 S C A P E ARCHITECTURE SITE PLANNING 1 21-A Trademark Strout Arnpho Cucamonga, CA §1730 (9091484L28M Fox �9= 494-2802 :*1 G'Owvf"�a Richard KrUMwisda 0' CA L10. 0 2934 IP AZ Lie. 0 R911 5 NVLic.0446 TX Liel 1884 DSCAPj� LIM 0% -2 7 - Date OF CA N 10 w LU Ar OF FONTANA, CALIFORNIA 09 M__1 LU DRAWN BY MEADOWOOD SCALE: KPF ill - 20t -O" TRACT. # 17460 DESKMD BY' DATE: f COMMUNITY FACILI tS DISTRICT //'.0 8/15/06 APPPOVEO BY OVVG, ND.: CHECIM 5 4 DAW: CITY 6AT"E JRC'/KOP,' 4156 C_YEW0W_ .9 R.CIE,51152,0(P. DATE 2/31 00 Lu (0 LJJ a. Luzm < L5 LU < 00 0 stv REVISION DESCRIPTION DATE z LU I � n; t M 1,; 1 ru iT'r L A N 0 S C A P E ARCHITECTURE SITE PLANNING 1 21-A Trademark Strout Arnpho Cucamonga, CA §1730 (9091484L28M Fox �9= 494-2802 :*1 G'Owvf"�a Richard KrUMwisda 0' CA L10. 0 2934 IP AZ Lie. 0 R911 5 NVLic.0446 TX Liel 1884 DSCAPj� LIM 0% -2 7 - Date OF CA N 10 JRC 9/6/06 V = 201-01f rITOTOMWI L w LU LU 00 Lu (0 LJJ a. Luzm < L5 LU < 00 0 C/) T_ 1_<� o C0< z cc 0 o::> CL 0 JU CC 6 0 0 LJL- -r- b0 00 JRC 9/6/06 V = 201-01f rITOTOMWI L