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HomeMy WebLinkAbout5883-1610 0p N N a � D w L- 36 DI I I L 30 P3 2" 18.8 2333 SF l 1"I 31 P3 I.. 19$9 8F L 32 P3 (4 Z" 24.3 2663 SP / / / / i 1 Call Underground Service Alert at least 2 days before you dig Know what's below. Call before you dig. M I P3 P, 13.8 2 160 SP 38----- — — — — 9 — — — — _ 40 ___--------- CASA GRANDE AVENUE ------�� -- 4.� - — — E6-- -- --- — L L -- -- -- -- — -- -- 2� P3 26 P3 . 2�� 13A 2" 103 1044 SP 13S.1 SF CFD - A 3 PARK SITE LIMIT OF WORK — — — — — — — — — — _CFD - PA 3 PARK SITE LIMIT OF WORK — -- ----- --- ---- --- --- -- --- -- --- -- --- -- - -- - -- -- --- --- - --- -------------- - ---------------_-------------_--------- - -------------------- r I „ I ° v L I n 1" i9 �;. III 6F vv °,� INEYAt.A �V\x` ` i vALv6 � \ I t°r ua 'w d 2 41 0 vv v vv°v, a ' /i \ , A O AS AREA ; EPARATE.PLAN \\ a INSTALLATION NOTE -CONTRACTOR TO LOCATE CAPPED POTABLE WATERLINE ` / ,� / ,, ,r .•!� BENEATH APPROVED LABELED VALVE BOX AT THE �h APPROXIMATE LOCATION AS SHOWN IN PLANTING AREA CONTRACTOR TO PULL POTABLE WATER LINE AS REQUIRED AND PROVIDE THE WATER LINE TO THE o v DRINKING FOUNTAIN AS SHOWN / W — M 3 P3 h. f 3083 SP POINT OF CONNECTION: 'P3' (POTABLE WATER) CFD MAINTAINED 2" WATER METER, REFER TO CIVIL PLANS. CONTRACTOR TO INSTALL A 2" WILKINS 375 XL SERIES REDUCED PRESSURE BACKFLOW PREVENTER W/ 2" WYE STRAINER - LOCATE IN A LEMEUR VANDAL- RESISTANT STAINLESS STEEL MESH ENCLOSURE. COORDINATE LOCATION WITH CITY INSPECTOR. (SCREEN WITH SHRUBS) AVAILABLE PRESSURE: 68.8 DESIGN PRESSURE: 68.8 PSI MAXIMUM DEMAND: 28.3 GPM (UP TO (2) VALVES RUN SIMUL.) CONTROLLER: 'P3' (PARK - CFD MAINTAINEE CONTRACTOR TO INSTALL A TORO SBW36SS5U-SHHR (36) STATIONS CONTROLLER. LOCATE CONTROLLER IN AN APPROVED STAINLESS STEEL EDISON METER BOX ENCLOSURE #12 PER CFD STANDARDS. SEE DETAIL 1, SHEET L11 FOR ADDITIONAL INFORMATION/REQUIREMENTS. HAND HELD IRRIGATION RADIO CONTROLLER SHALL BE FULLY FUNCTIONAL AND TURNED OVER TO THE CITY OF FONTANA AT THE TIME OF FINAL ACCEPTANCE. CONTRACTOR TO INSTALL A TORO SENTINEL EXTERNAL ANTENNA ON TOP OF A 4" DIA. GALVANIZED STEEL POLE PER DETAIL. SECURE THE ANTENNA TO THE POLE PER MANUFACTURER'S SPECIFICATIONS. VERIFY LOCATIONS WITH EDISON AND THE CITY INSPECTOR PRIOR TO PURCHASE OR INSTALLATION OF THE ENCLOSURE. SEE SITE ELECTRICAL PLANS PRIOR TO STARTING JOB. I I I M L 4 P3 P3 I" 14.8 I" 20.2 2W2 SP WASH -OFF M 5 P3 I' IsS 3° 4I" M 6 P3 16b 33 SF ' NOTE: BURY LATERAL LINE AND I INSTALL POP-UP HEADS ON SLOPE WITHIN S OF PAVEMENT/DG EDGE PER LEGEND SHEET L-15 (TYP.) L 411 24 P.3 754 SP L L P3 P' 61 1777 aP L o � 22 P3 \\ 1" 145 - 2JOS OF \ ° I ° °oo °v000 21 P3 ° o �y 1n 11 a v 345- SP o° oo°v PON_ �WONi !M5���a • .'ate: - . �+sa • ���I t -� 1._! I U I Mom lI � NOTE: MARK ON FACE OF CURB WITH AN "IR" STENCIL WHEN SLEEVES CROSSING OCCURS UNDER VEHICULAR PAVING. 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" 1-8 1-10 1" 9-12 11-14 1 1/4" 13-22 15-20 11/2" 23-38 21-30 2" 39-50 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 - ► I J INSTALLATION NOTE: OVERHEAD IRRIGATION (ROTATOR/ROTOR/SPRINKLER) SHALL NOT BE PERMITTED WITHIN 24-INCHES OF ANY NON -PERMEABLE SURFACE. THESE RESTRICTIONS MAY BE MODIFIED IF THE LANDSCAPE AREA IS ADJACENT TO PERMEABLE SURFACING AND NO RUNOFF OCCURS OR, THE ADJACENT NON -PERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO DRAIN ENTIRELY TO LANDSCAPING. CITY OF FONTANA PA-3 PARK SITE LANDSCAPE PLANS (CFD) SCALE 1~=20' � ®"' GABION RANCH AS SHOWN BMSIMB BY - IRRIGATION PLAN (20 SCALE) ) CWCKU Bw APPROVED BY 2Arf,1 14 S I T@ S O A P I S Landscape Architecture and Planning 3190 132 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA—#2782 (949) 644-9370 (714) 210-3140 FAX A I- --A �rin M .W111mN(l "MERIV� "' Q U r ;14 LU ® ' o IL O paP4Z0 V IGSI 0 H � o U C) LANDsc4p1 N�Q py�0 ti PO(Nq CPC Q` 2782 PC * LSPC-19000018 DATE 4/12/19 JOB # 18-025 L15 16 OF 21