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HomeMy WebLinkAbout3713-1ST. LT r » ---------------------------------------------- 1 2 DEVELOPER INSTALLED LRD 1/i 32 �/? 28 CITY MAINTAINED 1 1 " 1 1/?• 1 1/2- 3 4" A -A- -A-A-A A A--A� Low 314" 3/4' 314* 3 1. T� F1 3140 T 671 IRRIGATION LEGEND SYMBOL MFG/EQUIPMENT RADIUS GPM PSI ti V Rainbird 1806 -SAM -1 OH 10' .79 30 c v Roinbird 1806 -SAM -100 10' .39 30 i Rainbird 1812-S4M-10H 10' .79 30 c IAC Rainbird 1812 -SAM -10Q 10' .39 30 A Rainbird 1800 -PA -8S -814 -FLT -PRS 10' .79 30 R & Rainbird 1800 -PA -8S -8Q -FLT -PRS 10' .39 30 h o Dot Indicates a VAN Nozzle of the Above Heads Superior 950 DW Series Electric Control Valves Rainbird 33 -DNP Brass Quick Coupler -3/4" N Nibco T-113 Brass Gate Valve -Line Sized Toro Network ESB24-U2-24SSB8-OESOBS/1-VRA Automatic Controller © Exterior Pedestal Mount in Vandal -proof Enclosure w/ Mini-Clik Precipitation Interupt Provide Ground Rod do Surge Protection For Each Satellite Controller - Contact Mike Dobis at Turf Star (619)520-6181 (619)793-3999 pager) (800)774-8873 main office) Contact Javier Cuellar at (714)289-0536 ® Wilkens FL500 Pressure Reducer Valve Rainbird PEB-B 1 1/20 Master Volvo Febco 1 1/2"-825Y Reduced Pressure Backflow Preventer in Lemur enclosure Lateral Line Class 200 PVC -12" Deep Pressure Line 1 1/2" SCH 40 PVC -18" Deep SCH 40 Pipe Sleeve 2X Diameter of Pipe Being Sleeved SCH 40 Wire Sleeve Station Number Valve Size Approximate GPM WORST CONDITION CALCULATIONS Station 11 Avoilt Pressure 100 0 PSI per Kei�h Hueston (626)448-6 183 x133 San Gabriel Water Water Meter - 1.3 Head -30.0 Valve fRCV) - 1.2 Valve Master) - 1.2 LateroLines - 5.0 Main Line -4.0 --------------------- Total Loss = 42.7P.S.1. --------------------- Residual = 57.3 P.S.I. 23LBA S E L I N E 4 R 0 A D 5 1/2 32 '/2 28 1/132 INA 1 1/2" ST. LT. 1 1/2" LANDSCAPE 1 1/2" Air w " 4" 2Z* 1 1/2 1 1 2 A =/t- 2.1A. \ j 3/ 3/4 ( - ` 3 4- 76 ���-■N KIM F -B E, A ff. a I-���� tip a. ........... a rrrrra �r "Ira ilr� . rar�Ila .� rri� a�w ��� rY�V . • /f'1ItIfil!_/1vE l LOG471E-0 Ga�7-/tpL_ w! S �'f loll�vp!-,4=0 w IRRIGATION NOTES: 1.EXISTING UTILITIES -Information on the drawings relating to existing utility lines and services is from the best sources available. All such information is furnished only for information and is not guaranteed. The Contractor shall excavate test pits as required to determine exact locations of existing utilities. Call utility locating service for precise utility locations before beginning any work. Underground Service Alert (800) 422- 4133. 2.UTILITY REQUIREMENTS -The Contractor shall notify .the following agencies at least 48 hours in advance of excavating around any of their structures. The utility companies listed below shall be contacted: o Gas Company o Telephone Company o Electrical Power Company o Cable Television Company o Water Supply Company The California Public Utilities Commission mandates that, in the interest of public safety, main line gas valves be maintained in a manner to be readily accessible and in good operating condition. The Contractor shall notify the Gas Company s Headquarters Planning Office at least two (2) working days prior' to the start of construction. 3.System indicated on the drawings is diagrammatic. All e0ipment shown in paved areas is for graphic de*n clarification purposes only. Equipment shall be located in shrub planted areas rather than turf areas whenever possible, Avoid any conflicts between the sprinkler system, planting or architectural features. 4.Irrigation Contractor shall flush and adjust all sprinkler heads for optimum performance, water conservation and prevention of oversproy onto walks and roadways as much as possible. This shall include selecting the best degree of arc to fit the existing site condition and to throttle the flow control at each valve to obtain the optimum operating pressure for each system. 5.irrigation Contractor shall not install the system as indicated on the drawings when it is obvious that obstruction, grade differences or area dimension differences exist. Notify the Owner of any discrepancies. In the event that notification is not made, the Irrigation Contractor shall assume all responsibility for necessary changes/work. 6.It is the responsibility of the Irrigation Contractor to familiarize himself with all grade differences, wall locations, etc., that will effect his work. Also, coordinate all work with the General Contractor and others for locating pipe and wire sleeves through walls, structures, under road paving, etc. 7.Install all heads using double swing joints per details and use pop-up heads wherever pedestrian traffic could occur. Install all mainline under paving 24" deep in sleeves 2 times the size of the pipe being sleeved. Install all equipment per local codes. 8.The irrigation design based on a minimum operating pressure of PSI and maximum demand of GPM at the point of connection. TOLL FREE 14800-226-2800 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 9 ..3/4" w --V ---------------------- •------------------------- -- --_=- ---- - --------------------------------- POINT OF CONNECTION TO NEW 1 1/2" LMD WATER METER. CONTRACTOR 6 7 VERIFY LOCATION do PSi 1/2 32 '/2 28 SET PRESSURE REGULATOR TO 75 PSI 1 1 2" JC'3`4.1B111. 1B'1w 3 4" CONTROLLER LOCATION - MOUNT RAIN CHECK PRECIP. iNTERUP77ON TO TOP OF CONTROLLER ENCLOSURE 9.A 120 volt electrical power outlet at the automatic controller location shot/ be provided by others. It sholl be the responsibility of the Irrigation Contractor to make the final hook-up from the electrical outlet to the automatic controller. 10. All pop-up type sprinkler heads installed in shrub or ground cover areas shall be installed so that the top of the sprinkler head is I" above finish grade. 11. All sprinkler heads sholl be set perpendicular to finish grade of the area to be irrigated unless otherwise designated on the plans. 12. See Irrigation Specifications. 13. Existing Trees - Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur shall be done by hand. All roots two (2) Inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a trenchin machine is run close to trees having roots smaller that two (2� inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one (1) ineb and larger in diameter shall be painted with two coots of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty four (24) hours, and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 14. Use PCS radius reduction screens as required to prevent oversproy onto building and paving. LATERAL LINE PIPE SIZING CHART 0 g.p.m. to 11 g.p.m. - 3/4" 12 g.p.m. to 17 g.p.m. - 1 " 18 g.p.m. to 24 g.p.m. - 1 1/4" 25 g.p.m. to 33 g.p.m. - 1 1/2" 34 g.p.m. to 50 g.p.m. - 2" /IS, r -------- ----------------------------D 8 I i �p1;Sall � FIN f--------------------------------------------------------------------- t 1/2 32 ST. LT. 1 1/2" i t i15a4 f I Z f i4~ WA OF MEASUREI1Cl�EN i 1 1/2" .314 " 3 4" 47o p 4- 2' -Gu �` * w GHT DISTANCE Nil NtvErTI 0 t i 7a t��hTl� M MN l-! NC . ,4r 131 i 04 a o w /4r LITTA. I i J i /IS, r -------- ----------------------------D 8 I i �p1;Sall � v'11 ✓�T f--------------------------------------------------------------------- t 1/2 32 ST. LT. 1 1/2" i t i15a4 f I Z f i4~ POIN I OF MEASUREI1Cl�EN i 1 1/2" .314 " 3 4" 47o p 4- 2' -Gu �` * w GHT DISTANCE Nil NtvErTI 0 t i 7a t��hTl� M MN l-! NC . ,4r 131 i 04 a o w /4r I i J i W 0 I 1 1/2r I CL Z I I I I 1 1/2" 9! 3a' /70 3 o 1" 28 010 1 � At-NGLE /N ' 32 H/eR'L-L. I w 3 4` 101 LANDSCAPE BgFFER M A1A-'GW,,✓E /S All plans must be installed in accordance with the Standard Landscape Specificatior Manual For Streetscapes And Parks. The specifications can be purchased at the E counter at City Hall 8353 Sierra Avenue in Fontana, CA 92335 www.Fontano.org CITY NOTES: 1.It is the landscape contracto's responsibility to contact the Engineering Division's Landscape Inspector 48 hours prior to desired inspection V f on item at (909)350-6649. .`_ 2.Prior to release of utilities or maintenance period commencement the following inspections are required: Pre -construction meeting Inspection of irrigation system in open trench condition (prior to backfill) Mainline pressure test at 150 PSI for a three (3) hour continuous period irrigation coverage test including initial and final Finish grade prior to planting Plant materials prior to planting and soils preparation Planting including street trees. Contact the Parks Planningand Landscape Development Section, Engineering Division for species and final locations Compliance with approved plans Final inspection 3.The Owner's Representative and Landscape Contractor shall be present at each inspection. A8325 IRRIGATION WATER CALCULATIONS Total Project Landscape S.F. = 6,635 S.F. MAWA=48.2 x .8 x 13,810 x .62 = 330,158 gallons/yeor EWU (zone 1)=48.2 x .5 x 13,810 x .62/.65=317,460 gallons/year EWU (total)=317,460 gollons/year CiTY INSPECTIONS Contractor shall contact the Engineering Dept. at feast 48 hours in advance of desired inspection at (909)350-6633. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. SCALE: 1 "=20' 20' 0 20' 40' r i4" I i �p1;Sall � v'11 ✓�T 1 1/2 " i t f I Z f i4~ I /4» • E I LI/2-1 I 1 ' 32 0"�r�Q NtvErTI 0 t i 7a t��hTl� M MN l-! NC . ,4r 131 i 04 a I i J i W 0 I 1 1/2r I CL Z I I I I 1 1/2" ! 12 '� 28 r I1 4L RED L1 1 OF 6 IRRIGATION PLAN 04-105 A CITY OF FO NTANA, CALIFORNIA D W Dole Waldo Landscape Architecture MAPLE GROVE LMD LANDSCAPE PLAN 59 Ron Plm (7 1 1 � (711) .39�87 0al #*4 COW* 920DI�wN SWC BASELINE RD. & MAPLE AVE. AAs Noted L sm nwnbw 2528 DESIGNED BY: T. RACT #16 3 D.R. #04-014 DATE: 4 OCT 0z Dale Waldo D CHECKED BY: AP D BY: C` �y 'e52;- 37 G NO.: RLA 2528 (Exp. 12/31104) r FN(;INFFR Rr..F PRATE