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Home My WebLink About5075-8POINT OF CONNECTION: 'A' C0 CONTROLLER: 'A' (PARK 'Al CONTRACTOR TO INSTALL TORO ESB364J2-MPEA-1610K-OBI-VRA CONTROLLER. COORDINATE LOCATION WITH CITY INSPECTOR. LOCATE CONTROLLER IN AN APPROVED STAINLESS STEEL EDISON METER BOX ENCLOSURE PER CFD STANDARDS. VERIFY LOCATIONS WITH THE CITY INSPECTOR PRIOR TO PURCHASE OR INSTALLATION OF THE ENCLOSURE. SEE SITE ELECTRICAL PLANS PRIOR TO STARTING JOB. SEE NOTE ON IRRIGATION DETAIL SHEET FOR CONTACT INFORMATION. 1 1/2" WATER METER , REFER TO CIVIL PLANS. CONTRACTOR TO INSTALL A 1 1/2" FEBCO 825Y REDUCED PRESSURE TYPE BACKFLOW PREVENTER AND LOCATE IN A LEMEUR VANDAL - RESISTANT STEEL MESH ENCLOSURE. ORDINATE LOCATION WITH CITY INSPECTOR. (SCREEN WITH SHRUBS), RESIDUAL PRESSURE : DESIGN PRESSURE : MAXIMUM DEMAND : 6.9 68.1 24.0 PSI PSI GPM 0 1.0 RESTROOM/DRINKING FTN. P.O.C.: 'A2' RESTROOM/DRINKING FOUNTAIN SERVICE WATER METER AND BACKFLOW, REFER TO CIVIL PLANS. LOCATE IN A LEMEUR VANDAL -RESISTANT STEEL'ME.H� ENCLOSURE. COORDINATE LOCATION WITH CITY INSPECiO (SCREEN WITH SHRUBS). MAKE CONNECTION TO RESTROOM FOUNTAIN AS REQUIRED PER LOCAL GOVERNING CODE. 16 3800 S.F. 5 300 S.F. A ® 12 2310 S.F. 11.1 2330 S.P. 26S 200 0 0) Call Underground Service Alert at least 2 days before you dig Know what's below. CaII before you dig. 1.5 3SP. �/..i::. 1-.•% %+^: .:i�:i :... .. i' � !.• ' ..i 'Fi:. r. ..... is i/. %: LIMITOFW 24 4440 S.F. N LC) LC) 16 2680 SP. PIPE SIZING / SLEEVING THIS LEGEND TO BE USED FOR LATERAL LINE PIPE INSTALLATION. ALL MAINLINE TO BE SIZED AS INDICATED ON PLAN PIPE SIZE GPM's APPROX. # HEADS 3/4" 1" 1 1/4" 1 1/2" 2" 1-8 9-12 13-22 23-38 39-50 1-10 11-14 15-20 21-30 31-35+ NOTE: LATERAL SIZE IS SHOWN AT EACH VALVE EXIT. NOTE: CONTRACTOR IS REQUIRED TO PROVIDE SLEEVING FOR ALL LATERAL LINE AND MAINLINE UNDER ALL PAVING SURFACES THAT EXCEED 4' WIDE. IRRIGATION DESIGN CRITERIA -'A' Name of Water Supplier: West Valley Water District Pressure Given By : Tracy @ Engine-0ring (909) 875-1804 AT SIERRA AVE & TERRA VISTA (56.0) - 110 PSI HIGHEST ELEVATION ON THIS SYSTEM = 71.8 103.2 PSI LOWEST ELEVATION ON THIS SYSTEM 62.1 107.4 PSI WATER METER ELEVATION = 69.4 104.2 PSI 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. 65-12 PRESSURE LOSS CALCULATIONS DATE 5-19-14 VALVE # Q, •:I -Li.; GPM 24.0 Allik 1.2 GATE VALVES (2") rJ - -- BACKFLOW PREVENTER ' j Zrr 1717 fl. .. Sig= 2.4 , r ', 5- rj: 2.4 0 7 . 1.8 LATERAL LINE : _ mil . ELEVATION CHANGE �/..i::. 1-.•% %+^: .:i�:i :... .. i' � !.• ' ..i 'Fi:. r. ..... is i/. %: LIMITOFW 24 4440 S.F. N LC) LC) 16 2680 SP. PIPE SIZING / SLEEVING THIS LEGEND TO BE USED FOR LATERAL LINE PIPE INSTALLATION. ALL MAINLINE TO BE SIZED AS INDICATED ON PLAN PIPE SIZE GPM's APPROX. # HEADS 3/4" 1" 1 1/4" 1 1/2" 2" 1-8 9-12 13-22 23-38 39-50 1-10 11-14 15-20 21-30 31-35+ NOTE: LATERAL SIZE IS SHOWN AT EACH VALVE EXIT. NOTE: CONTRACTOR IS REQUIRED TO PROVIDE SLEEVING FOR ALL LATERAL LINE AND MAINLINE UNDER ALL PAVING SURFACES THAT EXCEED 4' WIDE. IRRIGATION DESIGN CRITERIA -'A' Name of Water Supplier: West Valley Water District Pressure Given By : Tracy @ Engine-0ring (909) 875-1804 AT SIERRA AVE & TERRA VISTA (56.0) - 110 PSI HIGHEST ELEVATION ON THIS SYSTEM = 71.8 103.2 PSI LOWEST ELEVATION ON THIS SYSTEM 62.1 107.4 PSI WATER METER ELEVATION = 69.4 104.2 PSI 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. 65-12 PRESSURE LOSS CALCULATIONS DATE 5-19-14 VALVE # L7 of 17 A9 GPM 24.0 WATER METER (1 1/2") 1.2 GATE VALVES (2") 1.5 BACKFLOW PREVENTER 12.0 FLOW METER 1.2 MASTER VALVE (2") 2.4 VALVE 2.4 MAINLINE (760' @ 2" LOOP) 1.8 LATERAL LINE 3.0 ELEVATION CHANGE (UP GRADE +0') +0.0 FITTING LOSS 2.6 TOTAL PRESSURE LOSS 28.1 MINIMUM OPERATING PRESSURE 40 DESIGN PRESSURE REQUIRED 68.1 AVAILABLE PRESSURE (P.O.C.) 104.2 REGULATOR SET @ 75 PSI 75.0 RESIDUAL PRESSURE REMAINING +6.9 IRRIGATION NOTES DIAGRAMMATIC PLAN THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE. SPRINKLER ADJUSTMENT REQUIRED THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY 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 (50%). 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 CONTRACTING OFFICER. 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 DETAIL. 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 CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED GALLONS PER MINUTE 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. ALL LINES TO BE INSTALLED IN SLEEVE 2X DIA. OF LATERAL LINE. SYSTEM COVERAGE THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN ORDER TO GUARANTEE 100% COVERAGE. CONTRACTOR TO CONTACT THE CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN ADDITIONAL COST TO THE OWNER. SUPPLEMENTAL TREE IRRIGATION TREES WHICH HAVE NOT BEEN SUPPLIED WITH A ROOT ZONE WATERING SYSTEM IN DRIP IRRIGATED AREAS ARE TO RECEIVE (4) PC -05 W/ PC DIFFUSER CAPS SPACED EQUALLY IN 24" DIA. AROUND TRUNK OF EACH TREE AND TIED INTO THE DRIP SYSTEM DRIPLINE INSTALLATION AT TREES CONTRACTOR TO INSTALL DRIPLINE AT TREES TO PROVIDE 48" SQ. CLEARANCE AROUND TREE TRUNK WHICH ARE INSTALLED IN DRIP IRRIGATED AREAS. MAINTAIN DRIP SYSTEM CONNECTIONS WITH APPROPRIATE DRIPLINE ELL'S AND TEE'S HEAD INSTALLATION ADJACENT TO HARDSCAPE (FONTANA) ALL ABOVE GROUND IRRIGATION HEADS ADJACENT TO STREETS OR STREET ADJACENT IMPERVIOUS SURFACES ARE TO BE INSTALLED 24" AWAY FROM THE EDGE OF THE SURFACE. SEE SPRAY HEAD DETAILS FOR ADDITIONAL INFORMATION. CITY OF FONTANA LANDSCAPE PLANS DRAWN WA DESIGNED DY. • SIERRA CREST - PARK SITE 'A' IRRIGATION PLAN Ste, AS SHOWN DATES 17 $ I T e$ C A P e S Landscape Architecture and Planning 3190-B2 Airport Loop Drive Costa Mesa. CA 92626 Richard Polhamus. License CA -/2782 (949) 644-9370 (714) 210-3140 FAX NO. REVISION 6-4-14 REVISE TOT LOT EQUIP.. TRELLIS AND BENCH RODE A F- W 0 ion a PARK SITE 'A', TRACT 18 820 i U44 1156 N. Mountain Avenue Upland, California 91786 (909) 985-0971 i CONTENTS Z cc LSPC 13 -000021 DATE 5-19-14 JOB # 10-031 L7 of 17