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HomeMy WebLinkAbout2986-6EXISTING R.C.V. TI I EXISTING Q.C. I I LI jF101 RK CUT CAP OF EXISTING MAINLINE. REVISE AS -BUILT PLANS AS REQ. I 3,4 1 ; 15 "4 12 10 1„ --- 21 3,4 I 3/4' - NEW SLEE REQUIRED 11 !' Q'. I P 11,2 � � 3AAB /.M 11/2 , I I/4 u - RELOCATE R.c.v. 112 " 32 I O` 114 MATC LINE SEEDAP:VE RIGHT - �' II MATGHLINEiIi�ll II N I I I I 2" I I I 21/2 REMOVE EXISTING Qc I _ I I NEW SLOE REQUIiREC I ABANDON EXISTING MAINLINE IN STREET REMOVE EXISTING Q.C. O REMOVE EXISTING R.C.Y. 10 ,4 I 1112 " FIEL I RELOCATE Q.C. RELOCATED R.C.V. I I NEW SLEEK REQUIRE= 1 ROLOCATE1 Q.C. REUSE EXISTING R.G.v. 11 A 11i� " FIE MA C I1TlTT UUr-r I A I I NOTE: LOCATE SLEEVES IN PARKWAY 4k 0 I 4 3 2 NOTE: CONTRACTOR TO PROVIDE 2" MAINLINE, (1) COMMON WIRE AND (1) CONTROL WIRE TO THE EXISTING MEDIAN ISLAND VALVE CONTRACTOR WILL MAKE ADJUSTMENTS TO THE EXISTING HEAD LAYOUT TO INSURE FULL COVERAGE AND AVOID OVERSPRAY I" I 1 I i I 7 RLINE ISE 3/4' f INN 6 WE RIGHT - 'B' 1-0 fiI E14 5 NJ IRRIGATION LEGEND SYMBOL MFG. MODEL NO. DESCRIPTION RAD. GPM PSI 11111111 TORO 570 Z -12P -COM -8Q QUARTER SPRAY HEAD 8' .24 30 • TORO 570 Z- 12P -COM -8H HALF SPRAY HEAD 8' .50 30 NOTE: TORO 570 Z- 12P -COM -8F FULL SPRAY HEAD 8' 1.0 30 b TORO 570 Z -12P -COM -12Q QUARTER SPRAY HEAD 12' .50 30 C1111 TORO 570 Z -12P -COM -12H HALF SPRAY HEAD 12' 1.09 30 - CONTRACTOR TO PROVIDE 2" MAINLINE, TORO 570 Z -12P -COM -15Q QUARTER SPRAY HEAD 15' .85 30 0 TORO 570 Z -12P -COM -15H HALF SPRAY HEAD 15' 1.65 30 QO TORO 570 Z- 12P -COM- I 5F FULL SPRAY HEAD 15' 3.6 30 (1) COMMON WIRE AND (1) CONTROL WIRE .4 A V TORO 570 Z -6P -COM -8H HALF SPRAY HEAD 8' .50 30 �j TORO 570 Z -6P -COM -8F FULL SPRAY HEAD 8' 1.0 30 TO THE EXISTING MEDIAN ISLAND VALVE 11'2 " FI9L V TORO 570 Z -6P -COM -15H HALF SPRAY HEAD 15' 1.65 30 ® I CONTRACTOR WILL MAKE ADJUSTMENTS TORO 570 Z -6P -COM -4 -EST END SPRAY 4 x 15' .45 30 ■ TORO 570 Z -6P -COM -4 -SST SIDE SPRAY 4 x 30' .90 30 H1 TORO 570 Z -6P -COM -2 -SST STRIP SPRAY 2 x 6' .09 30 TO THE EXISTING HEAD LAYOUT TO INSURE EXISTING 10 % RESIDUAL PRESSURE REQUIRED CONTRACTOR MUST USE TORO 570 ADJUSTABLE ARC NOZZLES OR 570 V-15 NOZZLES TO AVOID 2.2 OVERSPRAY AND INSURE FULL COVERAGE. FULL COVERAGE AND AVOID OVERSPRAY Q.c. DESIGN PRESSURE REQUIRED WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT OCCUR. 53.4 THE CONTRACTOR IS REQUIRED TO USE 570Z -COM (CHECK-O-MATIC) (1379 RELOCATED �I THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10' NOZZLES AS REQUIRED IN THE FIELD. +16.6 ANY HEADS THE NEED A REDUCTION OF MORE THAN 50% OF THE LISTED SPRAY PATTERN WILL REQUIRE TORO PCD SCREENS. H NIBCO BRASS BALL VALVE (LINE SIZE) T-585-70 (3/4"-211) / T-580-70-66 (2-3/4"-3") SUPERIOR 950 DW ELECTRIC REMOTE CONTROL VALVE (SIZE INDICATED). J --- 21 3,4 I 3/4' - NEW SLEE REQUIRED 11 !' Q'. I P 11,2 � � 3AAB /.M 11/2 , I I/4 u - RELOCATE R.c.v. 112 " 32 I O` 114 MATC LINE SEEDAP:VE RIGHT - �' II MATGHLINEiIi�ll II N I I I I 2" I I I 21/2 REMOVE EXISTING Qc I _ I I NEW SLOE REQUIiREC I ABANDON EXISTING MAINLINE IN STREET REMOVE EXISTING Q.C. O REMOVE EXISTING R.C.Y. 10 ,4 I 1112 " FIEL I RELOCATE Q.C. RELOCATED R.C.V. I I NEW SLEEK REQUIRE= 1 ROLOCATE1 Q.C. REUSE EXISTING R.G.v. 11 A 11i� " FIE MA C I1TlTT UUr-r I A I I NOTE: LOCATE SLEEVES IN PARKWAY 4k 0 I 4 3 2 NOTE: CONTRACTOR TO PROVIDE 2" MAINLINE, (1) COMMON WIRE AND (1) CONTROL WIRE TO THE EXISTING MEDIAN ISLAND VALVE CONTRACTOR WILL MAKE ADJUSTMENTS TO THE EXISTING HEAD LAYOUT TO INSURE FULL COVERAGE AND AVOID OVERSPRAY I" I 1 I i I 7 RLINE ISE 3/4' f INN 6 WE RIGHT - 'B' 1-0 fiI E14 5 NJ IRRIGATION LEGEND SYMBOL MFG. MODEL NO. DESCRIPTION RAD. GPM PSI 11111111 TORO 570 Z -12P -COM -8Q QUARTER SPRAY HEAD 8' .24 30 • TORO 570 Z- 12P -COM -8H HALF SPRAY HEAD 8' .50 30 Q TORO 570 Z- 12P -COM -8F FULL SPRAY HEAD 8' 1.0 30 b TORO 570 Z -12P -COM -12Q QUARTER SPRAY HEAD 12' .50 30 C1111 TORO 570 Z -12P -COM -12H HALF SPRAY HEAD 12' 1.09 30 b TORO 570 Z -12P -COM -15Q QUARTER SPRAY HEAD 15' .85 30 0 TORO 570 Z -12P -COM -15H HALF SPRAY HEAD 15' 1.65 30 QO TORO 570 Z- 12P -COM- I 5F FULL SPRAY HEAD 15' 3.6 30 TORO 570 Z -6P -COM -8Q QUARTER SPRAY HEAD 8' .24 30 V TORO 570 Z -6P -COM -8H HALF SPRAY HEAD 8' .50 30 �j TORO 570 Z -6P -COM -8F FULL SPRAY HEAD 8' 1.0 30 d7 TORO 570 Z -6P -COM -15Q QUARTER SPRAY HEAD 15' .85 30 V TORO 570 Z -6P -COM -15H HALF SPRAY HEAD 15' 1.65 30 ® TORO 570 Z-6P-COM-I5F FULL SPRAY HEAD 15' 3.6 30 0 TORO 570 Z -6P -COM -4 -EST END SPRAY 4 x 15' .45 30 ■ TORO 570 Z -6P -COM -4 -SST SIDE SPRAY 4 x 30' .90 30 H1 TORO 570 Z -6P -COM -2 -SST STRIP SPRAY 2 x 6' .09 30 ( CONTRACTOR TO DECIDE IN FIELD WHICH BUBBLER TO INSTALL) 10 % RESIDUAL PRESSURE REQUIRED CONTRACTOR MUST USE TORO 570 ADJUSTABLE ARC NOZZLES OR 570 V-15 NOZZLES TO AVOID 2.2 OVERSPRAY AND INSURE FULL COVERAGE. THE CONTRACTOR MAY USE STANDARD RISORS IN SHRUB AREAS THAT ARE ADJACENT TO DESIGN PRESSURE REQUIRED WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT OCCUR. 53.4 THE CONTRACTOR IS REQUIRED TO USE 570Z -COM (CHECK-O-MATIC) (1379 POP-UP BODY'S ON ANY HEADS ON A SYSTEM WITH Y OR GREATER ELEVATION CHANGE. RESIDUAL PRESSURE REMAINING THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10' NOZZLES AS REQUIRED IN THE FIELD. +16.6 ANY HEADS THE NEED A REDUCTION OF MORE THAN 50% OF THE LISTED SPRAY PATTERN WILL REQUIRE TORO PCD SCREENS. H NIBCO BRASS BALL VALVE (LINE SIZE) T-585-70 (3/4"-211) / T-580-70-66 (2-3/4"-3") SUPERIOR 950 DW ELECTRIC REMOTE CONTROL VALVE (SIZE INDICATED). FEBCO 825Y 2" REDUCED PRESSURE BACKFLOW PREVENTER W/ WYE -STRAINER IN LEMUR VANDAL -RESISTANT STEEL MESH ENCLOSURE - SEE DETAILS WATER METER - REFER TO CIVIL PLAN. CONTRACTOR TO VERIFY PRESSURE IN FIELD. H SUPERIOR 950 DW ELECTRIC PRESSURE REGULATING REMOTE CONTROL MASTER VALVE ® 'DATA INDUSTRIAL' -2" FLOW METER OM 1 1/2" GRISWORLD 2230 MASTER VALVE / PRESSURE REGULATOR. ® AUTOMATIC CONTROLLER LOCATION - SEE NOTE. O RAINBIRD QUICK COUPLER 44 LRC EXISTING QUICK COUPLER ® EXISTING REMOTE CONTROL VALVE PVC CLASS 200 LATERAL LINE- 12" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING. - SIZES INDICATED. PVC SCH 40 MAINLINE 2" AND SMALLER, CLASS 315 21/2" OR LARGER - 18" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING - SIZES INDICATED. PVC SCH 40 WIRE SLEEVE - SIZE AND LOCATION PER CONTRACTOR PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA. OF PIPE. - SIZE AND LOCATION PER CONTRACTOR -PROVIDE SLEEVES UNDER ANY PAVING THAT EXCEEDS 4' WIDE. INDICATES STATION NUMBER X X = INDICATES CONTROLLER x INDICATES GPM INDICATES VALVE SIZE FRESSURE LOSS CALCULATIONS VALVE # f� A-26 GPM ll 31 WATER METER (11/2') �7 2.1 SERVICE LINE 0 0.02 GATE VALVES 1.3 BACKFLOW PREVENTER 12.0 MASTER VALVE ►-I 2.0 VALVE F� 3.5 MAINLINE 240'©2" + 740'021/2 5.2 LATERAL LINE & FITTINGS 4.2 ELEVATION CHANGE 1,354 (-21 ) -9.09 TOTAL PRESSURE LOSS 21.23 10 % RESIDUAL PRESSURE REQUIRED 2.2 MINIMUM OPERATING PRESSURE 30.0 DESIGN PRESSURE REQUIRED 53.4 AVAILABLE PRESSURE (P.O.C.) (1379 elev.) 70 PSI RESIDUAL PRESSURE REMAINING +16.6 IRRIGATION DESIGN CRITERIA Name of Water Supplier: Fontana Water District Pressure Given By MIKE MC GAW (909) 822-2201 Pressure Given By STEVE GAO (626) 448-6183 BASELINE AVENUE IS ON THE BORDER OF WATER ZONES. THE CONTRACTOR IS REQUIRED TO CONTACT LANDSCAPE ARCHITECT WHEN FIELD INSPECTOR LOCATES WATER METER. 99 PSI FROM HIGHLAND SYSTEM (N. OF BASELINE AVE. ) 70 PSI FROM ALDER SYSTEM (S. OF BASELINE AVE. ) Contractor shall verify the static water pressure with supplier prior to installation. If different from PSI noted above, Contractor to notify Owner for instructions. Failure to do so will result in contractor being responsible for changes that might occur. NOTE: THE CITY OF FONTANA HAS SPECIFIC REQUIREMENTS FOR MEDIAN COBBLE LAYOUT, IRRIGATION, AND PLANTING DESIGN. VERIFY SLEEVE LOCATIONS FOR IRRIGATION, AND EXISTING ITEMS IN MEDIANS THAT WILL BE PROTECTED IN PLACE, WITH THE CITY INSPECTOR PRIOR TO INSTALLATION. SCALE 1"-20' �Q vaNOscol, III P p L H4 441,C' 2782 ar 'UTE' la ov �� 9�F OF CA����� ARM eMW OP. WTE +>11ho"211" WIr? Z -1llow /ss S I T E I C A P e I Landscape Architecture and Planning 19762 MacArthur Blvd., Ste. 130 Irvine, CA. 92612 Richard Polhamus, License CA -#2782 (949) 644-9370 (949) 476-1432 FAX NO. REVISION A6/12/02 A AS-BUILTS ADDED W O Con COQ P-, Waco~� Uj IL WZ>o I._4w �0U� U14W= W W MW � W WU P4 o0 ~ 00 0 U ►►��II OO W INNFINNINNINNi N z 44 0 U °O U N N H � f� Z WIIINNININNIN 1 ll z W �7 0 o W ►-I F� DWN CHIC DATE 11/01/ 01 JOB # 01-012 1 Of 12