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AUTOMATIC CONTROLLER LOCATION: CONTRACTOR TO INSTALL A RAINMASTER CONTROLLER (SEE LEGEND FOR MODEL NO.) IN A METERED STAINLESS STEEL ENCLOSURE. CONTRACTOR TO PROVIDE 120 VOLT CONTINUOUS POWER CIRCUIT TO THIS LOCATION FROM POWER TO EXISTING LIGHT. IRRIGATION CONTRACTOR TO PROVIDE CONTROLLER AND COORDINATE CONTROLLER POWER CONNECTION AND LOCATION WITH AGENCY'S AUTHORIZED REPRESENTATIVE. CONTRACTOR - SHALL PROVIDE ALL NECESSARY EQUIPMENT TO MAKE THIS - SYSTEM OPERATIONAL. POINT OF CONNECTION: EXTENDED MAINLINE NOTE: LIM T OF WORK MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF LIM I OF WORK CONTRACTOR TO EXTEND PRESSURE MAINLINE TO '� *w,�.°w,�, +��t +� +.w+, ti,�. tom* �►~�, �.*, *��,.w,.�.*w *w�..*.•r *`^.��. w. w.�,. �. ti.,'w +*w, ^w��. +� �.w *.t.►� NEW 11/2" DOMESTIC WATER METER (BY OTHERS). EXTEND �.;.+�,~.w. w.+�,.'�+ °+� *,�w�.. �,*+�*w+1.*,. w..�+� r*� *.*,�►r�►�w,.�.*r'�.'w r,�1,^+. +� +��.+� �+� +r► w..*��w.�*► PLANTER AREA OF MEDIAN TO THE DIRECT EAST.;,.*��+'+1�;.�.s�+�1."�;.�+.*.*�.'.^� NEW PRESSURE MAINLINE AND INSTALL (1) 11/4` REDUCED PROVIDE SLEEVING UNDER ALL HARDSCAPE, SIZE ■ PRESSURE BACKFLOW, (1) 11/4" FLOW METER, (1) 11/4" MASTER AS SHOWN. �.. _ _ ...tet„■.,,_ _ VALVE, AND LINE -SIZE GATE VALVES WHERE SHOWN. STATIC WATER PRESSURE: 130-110 PSI -w-wa. _ .�.�-..� - .1._...1...-1 w wwwwx �+ - ��_ _ �w w ..�... - _._w..wwar _ .. wwwwm �.. Y _ tet... _ ......._. .,.w_a�.. _ ■ M ' ■ - -- --- - - a __�_s_._____. SYSTE DEEIGN PRESSURE: 09 PSI 'T'� ■ MAXIMUM IRRIGATION DEMAND: 32 GPM ■ ■ `CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM ,, ■ ■ DESIGN PRESSURE OF 85 PSI. CONTRACTOR TO FIELD ADJUST ■ REGULATOR AS NECESSARY. ■ ■ ■ 1n I� ��LEE I�It-tlS/� GT- 3/4" 3/4" - 4" 4" _ ` 4" " 314" 34 314,. 1" i�4u �4" +.- - I E - i r --777=i1. 1 7=1 17777 - .:...-. - - -...:... - ...- _ -. _ . _ ..... -. - (-_ .._. _ S l r�:l n - - �.-- .. - .... - - -- - - 3, 4 314 314 314" 3/4" ■ . ..... .- ... __ _ _.. .. _ . ,.. _ ., + _ . - -; - - - - 314„ - a - 4 LOP -z�+_. _i 314" � �t --- - - - �r,, 1114 t ------------------------------------------------ 'T- - ___-._-..------ r - r - r r r - r - - - r - ,w r - - - - - r - - tto r - - r - - - - - - - r - - - r r - rj^� r r � r_� �„-� -� �.r •. 2" WIRE SLEEVE � _�. ;N ►��M 1114' 1°� � � � � Z t- - � �� �� � �� � � � �� -� �� � � � �- �b.:•I' - r rl r r t r r - r r r r r >�7' •� ��r • r • r� • r • tir• -rr r �r ^ar• rr ar • r • wr • rr • r • tir- vr• • Wr' - r • r • ^.r• -r - ri • 'r4: ,vr•. •rn • r ^ w •r• ire � r • tir,• r • • .,�r • _ _,r�+;� j ..... lit �l,i U '?.k' 140'%G , i! �� t i� tf , a° PIPE SLEEVE ~✓ ■ ARROXIMATE LOCATION OF RETAIL CENTER o -Cv _ I-- ■ ENTRY, SHOWN FOR REFERENCE ONLY. < 132 6 REFER TO CIVIL ENGINEER'S PLANS FOR LTi & ■ ��' ■ 11/4" ADDITIONAL INFORMATION EV, 8 ■ `2] 71REISLEEVE,'+ 1114" 1I1 1 1" ■ 16 w lwrt�w� _ �wtw _ �t� - _rrtrr-ter _ ■nanwrttrw�rrr w >1��w _ tte�- w �tr.� w _t_rrrr+�rr _ ��� w i�.�w_ w �� _ ■ s � 1 ♦ 4 ♦ � 1 'w,'+�,'�.'hr''Mr'�.'�'�."t�`�.`�'�"'�.''�.'*11.'h.'"�'"�'M�'A..��4."�a'�"4.'�."4.''+t�"�.14,"'t�"'a'\.""�►"�"'�'�.�.'�.'M�'4.'w.�'�:�,"w,."�'�."'�.'"i'�'�."�.."'��,'�t.'�'�"�"'+�'�,"+r.''�"�."'�"+w.'�."�'R.1.'+�\''�.1:.:'�.'+�"�w,"�"w,"�.'�'"�:�w.'w,,'w.''w,�+rmal'+�"�1�`a`w.'�'4.'�.'�.'�►'�'1.��'�`+�,�'4."4'�:'�,'"�'�'+w.�."1►"�.'"�,''�."�'�.�."�"w.'+�"+�'"ti LIMIT OF WORK t, ! I i I I I %-4 / i 1 I%_011 V i Y \„/ • 1 Lr U 1. THIS SYSTEM IS DIAGRAMMATIC, ALL PIPE, VALVES, 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 SUB -CONTRACTORS 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. 6. 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 SHALL 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 WA,.KS, STREETS, AND BUILDINGS AS MUCH AS POSSIBLE, THIS SHALL INCLUDE SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT 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, CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL, IRRIGATION LEGEND SYM. t MODEL NUMBER DESCRIPTION RADIUS i i t P.S.I. • t _.. _ LIMIT OF WORK 570Z -12P -COM -8H POP-UP SPRAY HEAD >a�►*�,.^'w �t,►*��. t *. �. �Awl�►w ti *�'�, w rr-r.�. 3.,.*.^��...~*►�.�.,�,.�.,�w.^+� r.�..�,. �,.►'3*+t *�►*. w�, ^+►t. +,*+SNI*��► **.*� �► ti �+ .50 30 A TORO 570Z -12P -COM -80 POP-UP SPRAY HEAD .30 30 - - - - - - - - - - - - - TORO 5702 -12P -COM -100 ■ 10' •40 ■ V TORO ' ■ W N fid � 1 ■ 570Z -12P -COM -12H ,� � Uj 314' 314" ■ 3/4" W 30 n 314 3t4n ■ 314° 314" 3/4'ALL TORO 570Z -12P -COM -150 `s' o 3 4" 3f4n __. _.. .90 30 jr r� V ■ 2" WIRES EEVE 314" --- .r 314" . Imo, 3/4" 3/4"4 3/4 3/4, POP-UP SPRAY HEAD 1y„ s . !!', !r, :!! • ;!' v.. _,.., •r • r ^ n 11/4" 1" r r - - - r r - r r r a ('may. �'y s ■ Y:..Ir 174" 171 E SLEEVE ./ -r - _ r� a r r r r IC r `..+ CONTRACTOR TO INSTALL PGD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE TO REDUCE OVER THROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. ALL NUZZLES LOCATED IN TURF'AREAS TO Uj 9 ■ ■ B 8 ■ 1114" LIMIT OF WORK 11141: LIMIT OF WORK Underground Service Alert n Call: TOLL FREE 1-80C! i� 422-4133 TWO WORKING DAYS BEFORE YOU DIG ! I i I I I %-4 / i 1 I%_011 V i Y \„/ • 1 Lr U 1. THIS SYSTEM IS DIAGRAMMATIC, ALL PIPE, VALVES, 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 SUB -CONTRACTORS 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. 6. 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 SHALL 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 WA,.KS, STREETS, AND BUILDINGS AS MUCH AS POSSIBLE, THIS SHALL INCLUDE SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT 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, CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL, IRRIGATION LEGEND SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. • TORO 570Z -12P -COM -8H POP-UP SPRAY HEAD 8' .50 30 A TORO 570Z -12P -COM -80 POP-UP SPRAY HEAD 8' .30 30 .a1 TORO 5702 -12P -COM -100 POP-UP SPRAY HEAD 10' •40 SO V TORO 5702 -12P -COM -10H POP-UP SPRAY HEAD 10' 70 30 1 TORO 570Z -12P -COM -12H POP-UP SPRAY HEAD 12) 1.10 30 A TORO 570Z -12P -COM -150 POP-UP SPRAY HEAD 15' .90 30 jr TORO 570Z -12P -COM -15H POP-UP SPRAY HEAD 15' 1.70 30 NOTES: O W U) 1. CONTRACTOR TO INSTALL PGD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE TO REDUCE OVER THROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. ALL NUZZLES LOCATED IN TURF'AREAS TO BE INSTALLED ON TORO 579Z -6P BODIES 9 EQUIPMENT IRRIGATION PLAN DRAWN BY: PROPOSED SCALE: DER WILKENS 500HR DESIGNED BY: FEBCO 825 -Y -BV -1.25 ►� NIBCO T-113 APP ED BY: DATRY. 2/.0,DWG, DATA INDUSTRIAL FM1.25B (, SUPERIOR 3100 BRASS g SUPERIOR 950DW Q RAINSIRD 33DNP W/ 33DK Li RAINMASTER E12 " - - - APPROVED CL. 315 PVC APPROVED CL. 200 PVC EXISTING SCH. 40 PVC EXISTING SCH 40 PVC VALVE SIZING KEY REHIT[RRA DESIGN�GROUP LANDSCAPE ARCHITECTURE SITE PLANNING 10621 Church Street, Suite 106 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 484-2802 Richard Krumwiade CA Lic. #2834 AZ Lic. # 29115 NV Lic. # 445 r't'>by add' TX. Lic. #1884 1 l z CL z 0 0 r.r.r 11/2" DOMESTIC WATER METER BY CCWD, OWNERTO PAY ALL FEES AND PERMITS 11/2" PRESSURE REGULATOR cc 11/4" REDUCED PRESSURE BACKFLOW, BACKFLOW ENCLOSURE LINE -SIZE: GATE VALVE 11/4" FLOW METER 11/4" NORMALLY OPEN ELECTRIC GLOBE (MASTER VALVE) ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN NON -POTABLE QUICK COUPLER VALVE @ 150' O.C. , W/ 2 KEYS TOTAL 12 -STATION AUTOMATIC CONTROLLER MAINLINE, SIZE AS SHOWN, MIN, COVER 18' LATERAL LINE, SIZE AS SHOWN, MIN. COVER 12" 1-- _ SLEEVES. SEE SELF STORAGE CIVIL ENGINEER'S PLAN FOR MORE A INFORMATION WIRE SLEEVE. SEE SELF STORAGE CIVIL ENGINEER'S PLAN FOR A MORE INFORMATION A VALVE # 1 10. PIA /\, " 314VALVE SIZE l PLAN CROSS REF=ERENCES DER FOR NOTES AND LEGENDS, SEE THIS SHEET Lum "-.'"" FOR DETAILS, SEE SHEET L-6 5/10/02 FOR SPECIFICATIONS, SEE SHEET L-8 FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 woully FOR CORRESPONDING PLANTING PLAN SEE SHEET L-5 1 " = 30' CITY OF FONTANA, CALIFORNIA IRRIGATION PLAN DRAWN BY: BASELINE AVENUE MEDIANS SCALE: DER SOUTH HERITAGE CIRCLE TO N/A DESIGNED BY: DATE: DER CNE Y V UE s W APP ED BY: DATRY. 2/.0,DWG, NO,: 4 JAF A TING CITY ENGINEER R.C,E, 51152 EXP, DATE 12/31/02 -E- g L.L D Z o W W > �cz }- Cz C CZ W W 10 T_ C) `�` O _� �- 0 '�•a O W U) cott 9 z CL z 0 0 r.r.r 11/2" DOMESTIC WATER METER BY CCWD, OWNERTO PAY ALL FEES AND PERMITS 11/2" PRESSURE REGULATOR cc 11/4" REDUCED PRESSURE BACKFLOW, BACKFLOW ENCLOSURE LINE -SIZE: GATE VALVE 11/4" FLOW METER 11/4" NORMALLY OPEN ELECTRIC GLOBE (MASTER VALVE) ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN NON -POTABLE QUICK COUPLER VALVE @ 150' O.C. , W/ 2 KEYS TOTAL 12 -STATION AUTOMATIC CONTROLLER MAINLINE, SIZE AS SHOWN, MIN, COVER 18' LATERAL LINE, SIZE AS SHOWN, MIN. COVER 12" 1-- _ SLEEVES. SEE SELF STORAGE CIVIL ENGINEER'S PLAN FOR MORE A INFORMATION WIRE SLEEVE. SEE SELF STORAGE CIVIL ENGINEER'S PLAN FOR A MORE INFORMATION A VALVE # 1 10. PIA /\, " 314VALVE SIZE l PLAN CROSS REF=ERENCES DER FOR NOTES AND LEGENDS, SEE THIS SHEET Lum "-.'"" FOR DETAILS, SEE SHEET L-6 5/10/02 FOR SPECIFICATIONS, SEE SHEET L-8 FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 woully FOR CORRESPONDING PLANTING PLAN SEE SHEET L-5 1 " = 30' CITY OF FONTANA, CALIFORNIA IRRIGATION PLAN DRAWN BY: BASELINE AVENUE MEDIANS SCALE: DER SOUTH HERITAGE CIRCLE TO N/A DESIGNED BY: DATE: DER CNE Y V UE 5/10/02 CHECKED BY: APP ED BY: DATRY. 2/.0,DWG, NO,: 4 JAF A TING CITY ENGINEER R.C,E, 51152 EXP, DATE 12/31/02 3152 g JOB NUMBER � 0152 �= :SHEET, RIUMBER � H O Lm4• L"'1