The URL can be used to link to this page

Home My WebLink About4019-2INSTALL IRRIGATION MAINLINE IN PLANTER AREA ADJACENT TRACT PERIMETER WALL. TYPI LIMITS OF SOME IRRIGATION EQUIPMENT 10 9 $ 6 INSTALL IRRI6ATION MAINLINE 5 5HOHFOR N IN H RD5CAPE ONLY. 11 41 120 1-1 �0 IN PLANTER AREA ADJACENT 1 17 11 42 MILLER AVENUE 1-1� 24 TRACT PERIMETER WALL. TYPICAL ACTUAL MAINLINE AND UIPMENT TO BE PLACED NQLAN05CAnD AREAS. TYPICAL � i 311- - r -. _ i=ce r�✓`� ✓-s�✓-�- __.__ �_" ' � -- � .-- �' ' � �-✓--2-✓- �-�-. Vii- 't -�T-� /-'��..+-.�� Tom'-,CSF-,� - -�=:'- %- !`-?�,(�-F-1--�v'=`�-a �✓-�-,(-�-./-�=�=�^o"=�=,1-�-,(-�, -� � \ � I l 81 7 KNOLL VIEW PLACE 14 \�\ 1 23 15 1 15 16 1 16 In I DETENTION BASIN IRRIGATION 5PECIFICATI ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF FONTANA'S LAN05CAPE DEVELOPMENT STANDARD LAND50APE 5PEGIFICATION MANUAL FOR 5TREET56APE5 AND PARKS. VERIFY ALL CONDITIONS AND DIMEN51ONS PRIOR TO COMMENCIN6 ANY WORK, NOTIFY THE LAND50APE ARCHITECT IMMEDIATELY IF ANY DISCREPANCY 15 FOUND. CONTRACTOR SHALL I CONDITIONS THOROUGHLY FAMILIARIZE HIMSELF WITH ALL 5 TE GOND O 5 PRIOR TO BIDDING OR GOMMENGIN& WORK. IF THE PLANS OR SPECIFICATIONS ARE FELT IN ANY WAY TO BE INCOMPLETE, M15DIREGTIN6, CONFLIGTIN& OR 5UBJJEGT TO MISINTERPRETATION, IT 15 THE N T T CONTRACTOR'S RESPONSIBILITY TO BRING THESE CONCERNS 5 O HE ENGINEER5 ATTENTION BEFORE BIDDING. IF THE CONTRACTOR FAIL5 TO DO 50, THEY MUST ACCEPT THE EN6INEER'5 INTERPRETATION AND A59UME ANY P0551BLE RELATED FINANCIAL IMPACT. EXTREME CARE SHALL BE EXERCISED WHEN WORKING ADJACENT TO ANY STRUCTURES OR UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR LOGATIN6 ALL EXI5TIN6 UTILITIES AND REPAIRING ANY DAMAGES CAUSED BY HI5 WORK AT NO G05T TO THE OWNER, IRRIGATION DE516N 15 BASED ON AN AVAILABLE WATER PRE55URE OF 80 P.S.I. WITH A MAXIMUM SYSTEM DEMAND OF 42 GPM. CONTRACTOR SHALL VERIFY DATA PRIOR TO GOMMENCIN6 WORK. WATER AVAILABILITY INFORMATION WAS OBTAINED FROM FONTANA WATER COMPANY. MAKE POINT OF CONNECTION AT THE WATER METER AS 5HOWN ON THE PLANS AND RUN P.V.G. MAINLINE IS" DEEP TO AREAS WHERE VALVES ARE LOCATED. INSTALL LINE 51ZED &ATE VALVES IN ROUND PLASTIC BOXES A5 INDICATED. THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR THE INTERPRETATION OF THE PRANIN66 SHOULD A QUESTION ARISE. PIPING 5HOWN ON THE PLANS 15 E55ENTIALLY DIA61RAMMATIG, ROUTE PIPING AND LOCATE VALVES TO AVOID CONFLICT WITH STATIONARY ELEMENTS. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, L16HT5, TREES ETC) INTERFERE WITH THE SPRAY PATTERN OF THE HEADS, THE IRRI6ATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM AT NO ADDITIONAL G05T TO THE OWNER, BY INSTALLING A QUARTER OR HALF HEAD SPRINKLER ON EACH 51DE OF THE 055TRXTION 50 AS TO PROVIDE PROPER COVERA&E. LOCATE ALL VALVES AND BACKFLOW DEVICE IN 5HR IB BEDS WHERE POSSIBLE. WIRING FROM THE CONTROLLER TO THE VALVES SHALL BE DIRECT BURIAL A.F.W., MINIMUM 14 GAUGE. PROVIDE CONTINUOUS SPARE WIRES TO VALVE(5) FURTHEST FROM THE CONTROLLER. LOOP WIRE INTO EACH VALVE BOX ALONG THE MAINLINE WITH A MIN. 30 EXPANSION COIL. SPARE WIRE 15 TO BE A DIFFERENT COLOR FROM OTHER CONTROL WIRE5. LABEL WIRE SPARE IN CONTROLLER. PROVIDE CHECK VALVES AS NEEDED TO ELIMINATE ALL LOW HEAD DRAINAGE. ALL EQUIPMENT SHALL BE AS LISTED IN THE LE&END. SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF THE LAN05CAPE ARCHITECT. CONTRACTOR SHALL PROVIDE COMPLETE AND ACCURATE RECORD DRAHIN65 TO THE CITY UPON COMPLETION OF THE PROJECT. PRAHINC75 SHALL INDICATE ANY CHANCES FROM THE ORIGINAL PLANS AND DIMENSIONS OF VALVES, QUICK COUPLERS, CONTROLLERS AND ALL OTHER EQUIPMENT FROM STATIONARY POINTS OF REFERENCE. DE516N INTENT 15 TO PROVIDE COMPLETE IRRIGATION GOVERA6E TO ALL PLANTED AREAS, A5 FIELD CHANCE MAY OCCUR, CONTRACTOR 15 REQUIRED TO PROVIDE 100% COVERA&E TO ALL AREAS. IN NO INSTANCE SHALL HEAD 5PACIN& EXCEED 55% OF MANUFACTURER'S RECOMMENDED SPACING FOR COVERAGE. CONTRACTOR SHALL NOT KNOWINGLY INSTALL A SPRINKLER SYSTEM WITH IMPROPER COVERAGE, FAILURE TO NOTIFY THE LANDSCAPE ARCHITECT SHALL RESULT IN THE CONTRACTOR REPAIRIN6/REPLACIN5 SAID SYSTEM AT HI5 OR HER EXPENSE. ALL SPRINKLER HEADS INSTALLED ADJACENT TO CURBS AND WALK5 SHALL BE POP-UP TYPE. IN NO INSTANCE SHALL RISER TYPE SPRINKLERS 13E INSTALLED ADJACENT TO PEDESTRIAN AREAS. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO MINIMIZE OVER5PRAY ONTO WALK5, ROADWAY5 AND/OR BUILDIN&5. THI5 SHALL INCLUDE SELECTING THE BEST DE6REE OF ARG TO FIT THE EXISTING 51TE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM PRE55URE FOR EACH 5Y5TEM. ALL PIPING AND WIRIN6 UNDER PAVING SHALL BE SLEEVED IN A 5GH. 40 PVC PIPE, SIZE AS REQUIRED AND WITH A MINIMUM COVER TO FINISHED PAVEMENT GRADE OF 24". ALL EQUIPMENT SHALL BE INSTALLED PER DETAILS, IN THE ABSENCE OF DETAILS, INSTALLATION SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE TRADE. CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE CITY. PROVIDE A COLOR CODED LAMINATED CONTROLLER CHART IN THE CONTROLLER 5HOWIN6 THE VALVES AND AREAS SERVED BY EACH VALVE. BEFORE BE6INNIN6 CONSTRUCTION, THE CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FROM THE CITY. THE IRRIGATION SYSTEM WILL BE TESTED BY THE OWNER5 REPRESENTATIVE IN THE FIELD BEFORE FINAL APPROVAL. INSTALL ALL COMPONENTS PER CURRENT U.P.G. AND LOCAL CODES. CONTRACTOR SHALL MAINTAIN A GLEAN AND SAFE WORKIN6 ENVIRONMENT. DAY AND N16HT BARRICADES MUST BE PROVIDED FOR ALL OPEN TRENCHES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTIN6 THE UNDERGROUND 5ERVICE ALERT AT 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO TRENCHING FOR EXACT UNDER UTILITY LOCATIONS. THE CONTRACTOR A55UME-5 ALL RESPONSIBILITY FOR THE REPAIR OR REPLACEMENT OF UNDER6ROUND UTILITIES OR 5TRUGTURE5 WHICH ARE DAMAGED DURING THE COURSE OF COMPLETIN6 THIS WORK. 4 I PAI 5PECIFICATION5 FOUND IN THE CITY OF FONTANA STANDARD LAN0706PE 51MCIFICATION5 SHALL TAKE PRECEPENCE AND 5HALL BE FOLLOWED FOR THE IN51ALLATION OF THE LANP50APE AND IRRIGATION 5Y51EM. INFORMATION OBTAINED FROM KEITH HUSTON FONTANA WATER GO.: 10/1-1/05, (626) 448-6183 FRICTION (PSI LOSS) VALVE NO. II 40 GPM I RRI &ATI ON EaU I PMENT LEC END 5YM DE50RIPTION MANUF. MODEL P51 CPM RAD. NOTES O POP-UP SPRAY SPRINKLER RAIN BIRD 1806 -SAM -PRS -50 50 .10 5' ADJUST AS REWIRED, SEE DETAIL A SHIFT 5 C POP-UP SPRAY SPRINKLER RAIN BIRD 1806-SAM-PR5-5H 'so •20 5' ADJUST AS REQUIRED, SEE DETAIL A SFT 5 O POP-UP SPRAY SPRINKLER RAIN BIRD 1806-SAM-PRS-U-BQ 30 .26 8' ADJIUST A5 REQUIRED, SEE DETAIL A SHEET 5 e POPAUP SPRAY SPRINKLER RAIN BIRD I 50 32 8' ADJUST A5 REWIRED, SEE DETAIL A SHEET 5 O POP-UP SPRAY SPRINKLER RAIN 5W 1806 -SAM -PRS -EVAN 30 VARIX 8' - ADJUST AS REGI11111ED, SEE DETAIL A SHEET 5 0 POPAUP .TRAY 5PRINKLER RAIN BIRD 1812 -SAM -PRS-% JO .0 5' ADJUST A5 REd11RED, 513 DETAIL A SHEET 5 6 POP-UP SPRAY SPRINKLER RAIN BIRD 1812-5AM-PR5-5H 50 .20 5' ADJUST A5 REWARED, SEE DETAIL A SHEET 5 0 POP-UP SPRAY SPRINKLER RAIN BIRD 1812-5AM-PR5-5VAN 50 VARIES 5' ADJUST AS REQUIRED, SEE DETAIL A SHEET 5 _ 0 . POP-UP SPRAY SPRINKLER RAIN BIRD 1812 -SAM -PRS -U-60 30 .26 8' ADJUST A5 REG111RED, SEE DETAIL A SHEET 5 0 POP-UP SPRAY 5PRINKLER RAIN BIRD 1812 -SAM -PRS -U M 50 32 8' ADJUST A5 REGLARED, SEE DETAIL A SHEET 5 @6 POP-UP SPRAY SPRINKLER RAIN BIRD 1812-5AM-PR5-8P 50 1.04 8' ADJUST A5 REWIRED, SEE DETAIL A SHAT 5 0 POP-UP SPRAY SPRINKLER RAIN BIRD 1812 -SAM -PRS -EVAN 50 VARIES 8' ADJUST A5 REQUIRED, SEE DETAIL A SHEET 5 V POP-UP SPRAY SPRINKLER RAIN BIRD 1812-5AM-PR5-U-I00 550 .3q 10' ADJUST A5 REQUIRED, SEE DETAIL A SHEET 5 v POP-UP SPRAY SPRINKLER RAIN BIRD 012-SAM-PR5-10-I0114 30 'M 10' ADJUST A5 REQUIRED, SEE DETAIL A SHEET 5 v - POP-UP SPRAY SPRINKLER RAIN BIRD 1812-5AM-PR54U-IOF 30 1.58 10' ADJUST A5 REWIRED, SEE DETAIL A SHEET 5 v POP-UP SPRAY SPRINKLER RAIN BIRD 1812-5AM-PRS-I0VAN 50 VARIES 10' ADJUST AS REQUIRED, SEE DETAIL A SHEET 5 0 POP-UP SPRAY SPRINKLER RAIN BIRD 1812 -SAM -PRS -U-120 30 b5 12' ADJUST AS REWIRED, SEE DETAIL A SHEET 5 0 POP-UP SPRAY SPRINKLER RAIN BIRD 18I2-5AM-PR5-U-12H 30 1.30 12' ADJI ST A5 REWIRED, SEE DETAIL A SHEET 5 0 POP-UP SPRAY SPRINKLER RAIN BIRD 1812-5AM-PRS-I2VAN 30 VARIES 12' ADJUST A5 REQUIRED, SEE DETAIL A SHEET 5 a POP-UP SPRAY SPRINKLER RAIN BIRD 50 A5 15' ADJUST AS REWIRED, SEE DETAIL A SHEET 5 B POP-UP SPRAY SPRINKLER - -1812-5AM-PR5-U-150 RAIN BIRD 1812-SAM-PP5-U-15H 30 1.85 15' ADJUST A5 REWIRED, SEE DETAIL A SHEET 5 El POP-UP SPRAY SPRINKLER RAIN BIRD 1812-SAM-PR5-15VAN 30 VARIES 15' ADJUST AS REQUIRED, 513 DETAIL A SHEET 5 Q POP-UP SPRAY SPRINKLER RAIN BIRD 1606-5AM-PRS-1555T 30 1.21 4'X30' ADJUST A5 REQUIRED, SEE DETAIL A SHEET 5 ® POP-UP SPRAY SPRINKLER RAIN BIRD, 1806-SAM-PRS-15(R,L)CS 30 .62 4'X15' ADJUST A5 REQUIRED, 513 DETAIL A SHEET 5 x POP-UP BUBBLER - RAIN BIRD 1504 H/ AND PA -bo ADAPTER 1401 BUBBLERm 30 25 - ADJUST A5 REQUIRED, SEE DETAIL A SHAT 5 ELECTRIC CONTROLLER TORO TORO SENTINAL * 55AK24P516NSI PIi3.D SATELLITE.GONTROLLER SEE DETAIL B SHEET 5 m ELECTRIC METER INSTALLED IN CONTROLLER ENCLOSURE PROVIDED BY OWNER-5EE DETAIL B 5HE-ET 5 -- GATE VALVE NIBCO T -113 -LINE 51ZED SEE DETAIL G SHEET 5 IRR16AT10N CONTROL VALVE SUPERIOR q5O-DN49R5 SERIES-51ZE A5 SHONN SEE DETAIL E SHEET 5 IV R P. BACKFLOW P�YENTER PiMNS I -I/2" -a 15 CW WYE 57RAINER A56EMB. SEE DETAIL F SHEET 5 --------------- (R WICK COUPLER VALVE RAINBIRD 330RC (3/4") SEE DETAIL D SHEET 5 '-* MASTER VALVE SUPERIOR -- - -- ---- 2"-3000 SERIES -NORMALLY OPEN - - INSTALL IN LOGKIN6 PLASTIC VALVE SOX SEE DETAIL5HEE-T 5 ® PLOW SENSOR -(53) DATA INDUSTRIAL 22OP-1-1/2' INSTALL PER MANUF. RECOMMENDATIONS SEE DETAIL SHEET 5 (V SPARE COMMON AND PILOT WIRES. COLOR TO DIFFER FROM SITE WIRING- SEE WRITTEN SPECIFICATIONS - - Q PROPOSED WATER METERS BY OTHERS: 1-1/2' CONFIRM LOCATION IN THE FIELD 0 7=7 50H. 40 PVC PIPE/WIRE SLEEVE UNDER ALL PAVING BURY MIN. 240- SIE DETAIL 6 SHEET 5 - - - 2' CL 515 PVC MAINLINE BURY MIN. 18' SEE DETAIL 6 SHEET 5 5GH 40 PVC, LATERAL LINE BURY MIN. 12' SEE DETAIL 6 SHEET 5 PIPE SIZE LEGEND 3 VALVE NUMBER µ 3/4' 27 VALVE DEMAND &PM) Ill VALVE SIZE 1-1/4' NOTE: NO PIPE 51ZE5 SMALLER THAN 3/4" �W**n 1-1/2' T 211 5PECIFICATION5 FOUND IN THE CITY OF FONTANA STANDARD LAN0706PE 51MCIFICATION5 SHALL TAKE PRECEPENCE AND 5HALL BE FOLLOWED FOR THE IN51ALLATION OF THE LANP50APE AND IRRIGATION 5Y51EM. INFORMATION OBTAINED FROM KEITH HUSTON FONTANA WATER GO.: 10/1-1/05, (626) 448-6183 FRICTION (PSI LOSS) VALVE NO. II 40 GPM 1-1/2" WATER METER 3.3 1-1/2" BACKFLOW PREVENTER 12.50 ELEVATION CHANGES: - LATERAL LINES 2.0 MAIN LINE (650 LF) 8.30 FITTIN&5 (20% OF MAIN LINE) I. -t0 1-1/2" CONTROL VALVE 3.5 2" MASTER VALVE - 2" GATE VALVE 1.0 1-1/2" FLOW SENSOR 1.0 MISC. 2.0 TOTAL P51 L055 35.30 WATER PRESSURE 80 P.S.I. LESS TOTAL P51 L055 35.30 EQUALS MINIMUM TO FARTHEST HEAD 4410 SPRINKLER OPERATING PRESSURE 30.00 RESIDUAL WATER PRESSURE 1410 KNOLLVIEW PLACE I _T, l i CONTRACTOR TO ICONFIRM SIZE, LOCATION AND P51 �AT METER PRIOR TO CONSTRUCTION I � l I 4 1 16 3 1 11 - I I V ci IIII � II I illi IIII W Ills , Z Irl i W lel Q ( i i I I Q III I Q I�I II J I�I ,I ISI II I�I ,IIII (IIII I I�I CONTRACTOR TO CONFIRM LOCATION lOF CONTROLLER A ELEC, METER W/ CITY PRIOR TO lINSTALL ATION. 0 1�I REFER TO SHEET 5 FOR CONSTRUCTION DETAILS