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HomeMy WebLinkAbout3079-9a�G H U SUMMIT AVENUE a L 11 � L f L ,..ai_ ,. 7 L , i L toe ,02 1 a / �1/�! 104 / �1�i 105 \ L w S I� �VEN�ITE ,,,o ; ,;2 t� a 1• s L n L l M L f7l _0 L SUMMR AVENUE 101 CRRUS AVENUE ! ! ! ! ! ! ' f u ! --+0- ! ! ! �� ! �- ! !�� ! ! �� ! ! ! ��Q.�♦ I �$- ! ! ! !T PSI QTY WATER METER (71/2") TORO 5702 -12P SERVICE LINE ' SEE SEPARATE PACKAGE FOR SCHOOL POP-UP SHRUB SPRAY 8' .24 30 21 1 AREA 1.2 1.2 MASTER VALVE I_41 2.0 VALVE ig 3 1.5 .. • 9 5702 -12P 4.2 -COM -8-H POP-UP SHRUB SPRAY 0 .50 30 1147 10 9' RESIDUAL PRESSURE REQUIRED 5.7 5.8 MINIMUM OPERATING PRESSURE 30.0 30.0 DESIGN PRESSURE REQUIRED POINT OF CONNECTION: L ' 63.8 AVAILABLE PRESSURE (P.O.C.) (41.43 elev.) 70 PS/ (41.43 elev.) 70 PSI RESIDUAL PRESSURE REMAINING Q TORO 11/2" Water meter , Refer to civil plans. Contractor 21.52 -COM -8-F POP-UP SHRUB SPRAY 10, 1.49 to install a 2" Febco 825Y reduced pressure type 0 30.0 DESIGN PRESSURE REQUIRED 94.17 23.67 70.4 back flow preventer and locate in a Le Meur vandal resistant 80 PS! RESIDUAL PRESSURE REMAINING d) TORO LlWrOFWORK OR THIS AREA SEE CITF US AVENUI -COM- steel mesh enclosure. 15-Q POP-UP SHRUB SPRAY 15' .85 30 O SC 0) PU NS s(JOB Coordinate location with City Inspector. (screen with shrubs) 0 TORO STATIC PRESSURE 70 PSI -12P -COM -15-H POP-UP SHRUB SPRAY DESIGN PRESSURE 64 PSI 1.65 30 277 MAXIMUM DEMAND 35 GPM CONTROLLER: ' L ' Install a Toro Network 8000 (model f 132-8608) Satellite Controller installed with electric meter in 5702 -12P -COM Strong Box SB-24ss/120v, 3 phase 120/208 or 15' 3.60 30 equivalent, and Rainguard moisture sensor per details. Verify 120 Volt continuous power, refer to site electrical plans. Contractor to make final power hook UP. TORO 5702 8 SUMMIT AVENUE . K ^ o K 125 , -_II ,2 2, /-9\K SUMMIT AVENUE t29 . K 122 r K M K 124 _ . � \ � 128 v 9 10 �' i�l 12 13 MINT OF CONNECTION: 7&._I-�W`:-�WITH PUMP SEE LEGEND 2" Water meter , Refer to civil plans. Contractor to install a 2" Febco 825Y reduced pressure type back flow preventer and locate in a Le Meur vandal resistant steel mesh enclosure. Coordinate location with City inspector. (screen with shrubs) STATIC PRESSURE 62 PSI (BEFORE PUMP) DESIGN PRESSURE +80 PSI (AFTER PUMP) MAXIMUM DEMAND 65 GPM ' J & K ' Controllers to run simultainiously CONTROLLERS. ' J & K ' Install (2) Toro Network 8000 (model J 132-8608) Satellite Controller installed each with a electric meter in Strong Box SB-24ss/120v, 3 phase 120/208 or equivalent, and Rainguard moisture sensor per details. Verify 120 Volt continuous power, refer to site electrical plans. Contractor to make final power hook up 18 19 13 W SiJ11/IlVIIT ,AVENUE 143+66.97 C.L SUMMR AVENUE r J J J ■ o ,�, SUMMIT AVENUE r J n JJ 742 ti\ t4 M J 14+f0.894iL 7URNBERAY WAY fi 14. t48 Z /6wj JL UQ -m L w r LAiIT of woRK (� FOR THIS AREA SEE L j 6 7 8 ' 'SIERRA AVENUE WLY (I) EXTRA COMMON WIRE AND C2) CONTROL WIRES 0-ABLED), TO THIS LOCATION. LOCATE IN A MARKED VALVE BOX WITH A Be LOOP TO WI s L a L L - »rb L. L „4 1 7� r -;0-20 a L AVENUE \ 118+68.42 C.L SUMMrr AVENUE 12+43.107C.L PINEHURSI LANE LOT A o 3 0 FOR THIS AREA SEE 'HISTORIC PARK' LANDSCAPE PLANS (JOB NO. 99-036) I - � T r_1 iTl (I) EXTRA COMMON WIRE AND (2) CONTROL - l WIRES (LABLED), TO TH15 LOCATION. LOCATEIN A MARKED VA K 113M K r it, � 2 3 ' W � W C___1 NOTE PULL CONTROL WIRE 'J-32' (LABLED), TO THIS LOCATION. UX -ATE IN A MARKED VAI VE BOX WITH A Be LOOP TO WIRE. 7° ,v til 1 77 J a J Ia J s4 J a J tZ_1�2 4 • 7�3 ' 1�4 ,�5 SUMMA AVENUE a J >, 139 141 r 131 !1 J f0 J 7:1 � O 19 18 is 15 14 13 J14 15 20 21 ' r , 19 22 r _ I W 'i;=128 C.L SUMMf .39 C.L SIERRA I 12 8 9 10 11 12 2 'THE I �RI64ATION S TEM POR IT AVEN HAS BEEN IfiNED LANDSCAPE PLANS (JOB TO VIDE WA TO VAL 1312 THRU $ O ON SI ER AVS.THE N0.98 032) I 11 7 BIER AVENUE TATIOILL UN GlfiT IONS l TOENE- A J T U���O VICE TROL ' _ WIRE. O THIS AREJSELnvuTOF GON CTOR TO CQUIRE AS- ILT PLANS SIERRA U NUSTA BERRYIPRI TO BE6INNI 6 WORK. I U� IRRIGATION MOTES DIAGRAMMATIC PLAN This system is diagrammatic. All pipes, valves, etc. shown within paved area are for design clarification only and shall be installed in planting area and .joint trenches wherever possible. SPRINKLER ADJUSTMENT REQUIRED The irrigation contractor shall flush and adjust all sprinkler heads for optimum performance and prevent over -spray onto walks and roadways as much as possible. This shall include selecting the best degree of arc to fit the existing site conditions. Contractor to use pressure compensating screens when radius is reduced more than fifty percent (507). FIELD CONDITIONS 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 any revisions required. SWING JOINTS Install all heads with double or triple swing joints, using street ells, as per details. COORDINATED WORK It is the sole responsibility of the irrigation contractor to familiarize himself with all grade differences, location of walls, etc. contractor shall coordinate his work with the general contractor and other subcontractors, for locating pipe sleeves through walls, under roadway paving, etc. MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED The sprinkler system design is based on a minimum operational pressure and a maximum demand at the point of connection, as noted on the plan. Before installing the system, check point of connection and immediately notify Landscape Architect if pressure is not as noted or the required gallons per minuet is not available. WATER LINE UNDER PAVING All mainline under paving shall be installed 24" deep. All lateral lines under paving shall be Sch. 40 PVC and installed 24" deep. SYSTEM COVERAGE The irrigation contractor is to adjust head locations in the filed in order to guarantee 100% coverage. Contractor to contact the Landscape Architect prior to any major change(s) resulting in additional cost to the owner. r RRIC:;7ATION LEGEND KEY DESCRIPTION CB/HD/MM VALVE # L-6 RADIUS G. P. M. PSI QTY WATER METER (71/2") TORO 5702 -12P SERVICE LINE -COM -8-Q POP-UP SHRUB SPRAY 8' .24 30 21 12.0 Y -STRAINER 1.2 1.2 MASTER VALVE 2.0 2.0 VALVE 3.5 1.5 MAINLINE • TORO 5702 -12P 4.2 -COM -8-H POP-UP SHRUB SPRAY 8' .50 30 1147 10 9' RESIDUAL PRESSURE REQUIRED 5.7 5.8 MINIMUM OPERATING PRESSURE 30.0 30.0 DESIGN PRESSURE REQUIRED 53.4 63.8 AVAILABLE PRESSURE (P.O.C.) (41.43 elev.) 70 PS/ (41.43 elev.) 70 PSI RESIDUAL PRESSURE REMAINING Q TORO 5702 -12P 21.52 -COM -8-F POP-UP SHRUB SPRAY 10, 1.49 30 0 30.0 DESIGN PRESSURE REQUIRED 94.17 23.67 70.4 PSI @ P.O. C. (AFTER PUMP) 80 PS! RESIDUAL PRESSURE REMAINING d) TORO 570 -12P -COM- 15-Q POP-UP SHRUB SPRAY 15' .85 30 16 0 TORO 5702 -12P -COM -15-H POP-UP SHRUB SPRAY 15' 1.65 30 277 TORO 5702 -12P -COM -15-F POP-UP SHRUB SPRAY 15' 3.60 30 0 e TORO 5702 -12P -COM -4 -EST PDP -UP SHRUB SPRAY 4'X 15' .45 30 16 ❑ TORO 5702 -12P -COM -4S -SST POP-UP SHRUB SPRAY 4'X 18' .55 30 224 + TORO 5702 -6P -COM -8-Q POP-UP TURF SPRAY 8' •24 30 29 V TORO 5702 -6P -COM -8-H POP-UP TURF SPRAY 8' .50 30 592 ® TORO 5702 -6P -COM -8-F POP-UP TURF SPRAY 8' 1.49 30 0 TORO 5702 -6P -COM - 15-Q POP-UP TURF SPRAY 15' .85 30 1 0 TORO 5702 -6P -COM - 15-H PDP -UP TURF SPRAY 15' 1.65 30 53 ® TORO 5702 -6P -COM - 15-F POP-UP TURF SPRAY 15' 3.60 30 0 m TORO 570Z -6P -COM -4 -EST POP- UP TURF SPRAY 4'X 15 .45 30 22 ■ TORO 5702 -6P -COM -4S -SST PDP -UP TURF SPRAY 4'X18' .55 30 111 Q TORO V-1550-4PL POP-UP TURF ROTOR 15'-32' 1.02 35 6 © TORO V-1550-4PL POP-UP TURF ROTOR 15'-32' 1.82 35 6 Q TORO V-1550-4PL POP-UP TURF ROTOR 15'-32' 3.47 35 ,3 it RRIGRTION LEGEND PRESSURE LOSS CALCULATIONS CB/HD/MM VALVE # L-6 L-31 GPM 35 20 WATER METER (71/2") 2.7 .8 SERVICE LINE 0.02 0.02 GATE VALVES 1.3 1.3 BACKFLOW PREVENTER 12.0 12.0 Y -STRAINER 1.2 1.2 MASTER VALVE 2.0 2.0 VALVE 3.5 1.5 MAINLINE (200) J8 (7140) 1.6 LATERAL LINE &FITTINGS 4.2 3.8 ELEVATION CHANGE (-0) -0 (-8) -3.9 TOTAL PRESSURE LOSS 27.7 28.02 10 9' RESIDUAL PRESSURE REQUIRED 5.7 5.8 MINIMUM OPERATING PRESSURE 30.0 30.0 DESIGN PRESSURE REQUIRED 53.4 63.8 AVAILABLE PRESSURE (P.O.C.) (41.43 elev.) 70 PS/ (41.43 elev.) 70 PSI RESIDUAL PRESSURE REMAINING +6.60 +6.18 QTY HYDROBOOST IRRIGATION PUMP - CONTACT BEAR STATE PUMP (800) 350-1660 1 PUMP TO BE A : 26amp, SINGLE PHASE 230v. PUMP MODEL NO. : IL72-BSP-80-P2-5.0 1 @ 11/2" POINT OF CONNECTION (REFER TO CIVIL ENGINEERING PLANS) 1 @ 2" FEBCO 825Y 2" REDUCED PRESSURE BACKFLOW PREVENTER W/ WYE -STRAINER 2 @ 2" ® IN LEMUR VANDAL -RESISTANT STEEL MESH ENCLOSURE - SEE DETAILS ►1 NIBCO BRASS BALL VALVE (LINE SIZE) T-585-70 (3/4"-2") / T-580-70-66 (2-3/4"-3") 8 @ 21/2" 8 THOMPSON 2" HI -FLOW BRASS ELECTRIC PRESSURE REGULATING REMOTE CONTROL MASTER VALVE 2 @ 21/2" `DATA INDUSTRIAL' -2" FLOW METER 2 @ 2" THOMPSON HI -FLOW BRASS ELECTRIC REMOTE CONTROL VALVE (SIZE INDICATED) 37 @ 1 " 36 @ 1 1/2" Q RAINBIRD QUICK COUPLER 44 LRC 33 AUTOMATIC CONTROLLER LOCATION (SEE PLAN FOR MFG. & MODEL) 3 PVC SCHED. 40 MAINLINE- 1-3/4" AND SMALLER. PVC CLASS 315, 2" AND LARGER. 5750 LN. FT. C@ 2 1/2" 36" COVER UNDER PAVING, 18" COVER IN PLANTING AREAS, SIZES AS INDICATED. PVC CLASS 200 LATERAL LINE- 12" COVER IN PLANTING AREAS. 13500 LN. FT. @ 3/4" PVC SCHED. 40- 24" COVER UNDER PAVING 8200 LN. FT. @ 1 " 3200 LN. FT. @ 1 114 PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIAMETER OF PIPE 1550 LN. FT @ 1 1/2" 200' @ 3" SCH. 40 WIRE SLEEVE - CONTROLLER WIRES AND COMMUNICATION CABLE TO BE 24 UNDER PAVING 400' @ 6" INDICATES VALVE NUMBER 200' @ 4" INDICATES CONTROLLER �-INDICATES VALVE GPM INDICATES VALVE SIZE NOTE.- INSTALL NECESSARY CHECK VALVE IN HEADS THAT EXHIBIT. TENDENCIES FOR LOW HEAD DRAINAGE. µ c I F RADIUS OF THROW IS LESS THAN 507, USE PROPER PRESSURELy ? COMPENSATING SCREENS TO ADJUST RADIUS. 31j $, PRESSURE LOSS GALGULATIONS CHK CB/HD/MM PSI (90 P.O.C. .(BEFORE PUMP) (62.05 elev.) 62 PSI JOB � 00-0 19 L VALVE # J-1 1 COMBINED K-19 CALC. (BEFORE CALC. (AFTER GPM 32 65 33 PUMP) PUMP WATER METER (11/2") 8.3 8.3 SERVICE LINE 0.02 0.02 GATE VALVES 3.0 3.0 BACKFLOW PREVENTER 12.0 12.0 Y -STRAINER 1.2 1.2 MASTER VALVE 2.0 2.0 VALVE 7.0 7.0 MAINLINE (2450) 9.56 72.56 J. 12 (800) 12.56 LATERAL LINE &FITTINGS 5.0 10 5.0 10 ELEVATION CHANGE (-0) -0 2.17 2.17 (-5) 2.17 TOTAL PRESSURE LOSS 58.37 21.52 36.73 10 9 RESIDUAL PRESSURE REQUIRED 5.8 2.15 3.67 MINIMUM OPERATING PRESSURE 30.0 30.0 DESIGN PRESSURE REQUIRED 94.17 23.67 70.4 PSI @ P.O. C. (AFTER PUMP) 80 PS! RESIDUAL PRESSURE REMAINING +9.60 PS! SCALE 1"=60' � 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 Static Pressure : )) 70 PSI SUMMIT AVE. 200' E/0 CITRUS AVE. (39.5EL&.) 66 PSI SUMMIT AVE. @ PINEHURST LANE (51.25ELEVI.) 62 PSI SUMMIT AVE. @ TURNBERRY WAY (62.0ELEV.) 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. �' N.T.S. I CITY OF FONTANA IBM" sin SCALE DESMED We DATE CHErM HYt 814a ��� DWC>r. ML DATE �p7� i i t L Cm DOMIMR %CZr2MW EXP. DATE iv3V9 '21 ITEs0APIt 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.1 REVISION DWN CHK CB/HD/MM SS/RP DATE 10/12/00 JOB � 00-0 19 L of 20