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HomeMy WebLinkAbout4883-8LU ■ W ■ _ ■ ~ J W ■ W w� ■ Z m 92+00 FOOTHILL BLVD. (WESTBOUND)■ ■a 86.17 - 91+00 �'•.• -- - " - 3/4 00 lift 3/4" 3/4" CHERRY 3/4" 3/4"AVENUE 3/4" 3/4" CENTERLINE 3/4"� 3/4" 11 i2lk 12% 3/4' _.._ n _._.._. _ /4 46=7��FE; ..� .w - _ . _. _ _.... - -- .................. - ---_-............_........_ - _ .. - - -- - _..._..........._...... _ - --- --- _ _. __ _.__...._... _ _ ..- . ___ .__.._ . _ _ -_._ - 3/4 3/4 . -- ............__ 314 � � i1 3/4 n n 1 n - _ I� _..[_.. I_ ._I... 1 ._!._. -.._....I... _.... -I...-..r._.. r... + r ��r....r......r......1......1.... �.� v....-..1...... I _- _--___..................... - - - - _ _. __..- _ _ 3/4" '••• 3/4" " n 3/4" 3/4 TT� l.l._....I.............1......1......1.... r ..._..............._.._ ....... 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X.62 = 241,271 GALLONS IRRIGATION LEGEND TREE AREA 640 S.F. 56.6X.4 X640 S.F. X.62/.75=11,978 GALLONS 1. ALL MAINLINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. ALL SLEEVING SIZES SHALL BE AS INDICATED ON THE PLANS. ALL SLEEVES SHALL BE ATA DEPTH OF 18" MINIMUM SHRUB AREA 3,006 S.F. SYMBOL MFG. MODEL NUMBER/ DESCRIPTION PSI GPM RADIUS NOZZLE REMARKS BELOW SUB GRADE. 56.6x.4 x3,006 S.F. X.62/.75=56,259 GALLONS GRAVEL AREA 1,667 S.F. O RAINBIRD 1804 -PRESSURE COMPENSATING BUBBLER (SHRUB) 20 .5 - 102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 26 2. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 AND SHALL BE INSTALLED PRIOR TO PAVING. THE PIPING SHALL BE A MINIMUM OF 12" BELOW SUB GRADE. EAWU = 66,237 GALLONS PRESSURE CALCULATIONS ❑� PSI LOSS / GAIN RAINBIRD 1804 -PRESSURE COMPENSATING BUBBLER (TREE) 20 .5 - 102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 26 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND Static Pressure ■ RAINBIRD 1804 -PRESSURE COMPENSATING BUBBLER (PALM) 20 .5 - 102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 26 REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF THE REJECTION. R.C.V. Demand (G.P.M.)/Design Pressure 30 SUPERIOR MODEL 4000, COMPATIBLE WITH ALL GRADES OF RECLAIMED WATER 12"x18" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL J ON SHEET 26 4. THE 120 VAC ELECTRICAL POWER SOURCE AT THE CONTROLLER LOCATION SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. MAKE THE FINAL CONNECTION FROM THE SOURCE TO THE CONTROLLER OR AS TOTAL PSI GAIN / LOSS 19.43 DESIGN PRESSURE 30.00 PSI REQUIRED ALLOWED BY LOCAL CODES. STATIC PRESSURE (RESIDUAL) 65 RAINBIRD 33DNP, 3/4" QUICK COUPLER 10" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL F ON SHEET 26 NIBCO SI -7 BRASS GATE VALVE 10" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL E ON SHEET 26 5. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED OR DIRECTED. FA ❑B Fc] TORO SENTINEL CONTROLLER. FONTANA PART# ESB36-U2-SB1852-OB4-VRA INSTALLED IN STAINLESS STEEL CABINET PER DETAIL 6. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, OR OTHER SIMILAR APPURTENANCES SHOWN IN PAVED AREAS IS FOR DESIGN AND GRAPHIC CLARIFICATION AND SHALL BE INSTALLED IN IRRIGATED PLANTING AVAILABLE AT: AQUA FLO; CONTACT TOM RADEN (805)-895-8909 AREAS. WHEREVER POSSIBLE INSTALL ALL VALVES AND BOXES IN SHRUB AREAS. IRFI FEBCO 825YA -BACKFLOW DEVICE MATCH METER SIZE, WITH 7. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES OF THE SITE. COORDINATE CITY APPROVED FLOW METER. DATA INDUSTRIAL IR220 P -SIZE PER METER. SEE DETAIL H, SHEET 26 WORK WITH OTHER TRADES AND CONTRACTORS FOR THE LOCATION AND INSTALLATION OF ALL IRRIGATION EQUIPMENT. REPAIR AND/OR REPLACE ALL ITEMS DAMAGED BY WORK PERFORMED. F -ml METER INSTALLED PER CITY STANDARDS © 10" ROUND NDS VALVE BOX WITH (PURPLE COLOR LID) MODEL # 211 CR FOR IRRIGATION WIRES AT STREET CROSSINGS 8. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS THAT THE FIELD CONDITIONS VARY FROM THE DRAWINGS AND THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE APPROVED PVC CL. 315 MAINLINE; SIZE 2" AND LARGER SEE DETAIL C ON SHEET 26 AREA DIMENSIONS EXIST THAT HAVE NOT BEEN INDICATED ON THE ENGINEERING. SUCH ITEMS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVE. ASSUME FULL RESPONSIBILITY FOR APPROVED PVC SCH. 40 MAINLINE; SIZE 1 1/2" AND SMALLER SEE DETAIL C ON SHEET 26 ANY NECESSARY REVISIONS IN THE EVENT THAT THIS NOTIFICATION IS NOT NEEDED. APPROVED PVC CL. 200 LATERAL LINE; SEE PLAN FOR SIZE SEE DETAIL C ON SHEET 26 9. FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR THEIR OPTIMUM OPERATION. APPROVED PVC SCH.40 MAINLINE SLEEVE; 2 AT EACH LOCATION 2X THE DIA. OF PIPE TO BE SLEEVED SEE DETAIL C ON SHEET 26 A-1 VALVE / CONTROLLER SEQUENCE 10. THE IRRIGATION SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE OF 65 PSI AND A MAXIMUM FLOW DEMAND OF 31 GPM. VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRESSURE SHOWN ON THE PLANS AND THE PRESSURE READING IN THE FIELD TO THE CITY'S AUTHORIZED REPRESENTATIVE. VALVE SIZE 11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED HEREIN SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 19 GPM 12. REFER TO THE SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. 13. IRRIGATION IS TO BE INSTALLED USING DOMESTIC WATER SERVICE, WITH FUTURE SERVICE TO BE CONVERTED TO RECLAIMED WATER SERVICE. ALL PIPING, VALVES, HEADS ETC. SHALL BE AS PER RECLAIMED WATER VALVE A-1 : Worst Condition (Furthest Valve) PSI LOSS / GAIN Water Meter No.1 1-1/2" Water Meter Elevation 1235.2 Static Pressure 65 R.C.V. Size 1-1/2" R.C.V. Elevation 1234.50 R.C.V. Demand (G.P.M.)/Design Pressure 30 Static Pressure @ R_C.V. (Required) 49.43 Appurtenance/Pipe PSI LOSS / GAIN PSI LOSS / GAIN 1-1/2" WATER METER -2.0 BACKFLOW PREVENTER -10.0 1 GATE VALVE(S) -1.0 1-1/2" REMOTE CONTROL VALVE -3.6 MAINLINE HEAD GAIN/LOSS 0.30 LATERAL LINE HEAD GAIN/LOSS 0 SCH 40 MAINLINE FRICTION LOSS -3.13 SCH 40 LATERAL LINE FRICTION LOSS 0 TOTAL PSI GAIN / LOSS 19.43 DESIGN PRESSURE 30.00 PSI REQUIRED 49.43 STATIC PRESSURE (RESIDUAL) 65 SPECIFICATIONS SHEET L-26 Underground Service Alert p,%DSC,4 CITY OFFONTANA VCITY DRAWING FILE NO. SECTION 4216/4217 OF THE GOVERNMENT FOOTHILL BLVD ��O Fz-1 J. MCtitq� '9•Q � ti IRRIGATION PLAN 4883 Opt r CODE REQUIRES A DIG ALERT IDENTIFICATION A%, �' 3gt6�, °y �y �o NUMBER BE ISSUED BEFORE A PERMIT TO LANDSCAPE MEDIAN _ DRAWN BY: FOOTHILL BOULEVARD SCALE: CITY OF F W 0 R.J.M/D.M.A 111=10V.011 EXCAVATE WILL BE VALID FROM CHERRY AVENUE FROM CHERRY AVENUE FOR YOUR DIG ALERT I.D. NUMBER CALL ix Sig at DESIGNED BY: DATE: CALIFORNIA, 92335 � \ R.J.M HEMLOCK AVENUE 01-17-11 UNDERGROUND SERVICE ALERTHEMLOCK D e TO HEM OC TO .� � CHECKED BY: DRAWING NO.: TOLL FREE 1-800-227-2600 r� oQ` 8 TWO WORKING DAYS BEFORE YOU DIG OF CAREV REV REVISION DESCRIPTION DATE CITY DATE R.J.M I tip/'� Q 38 00 Iq d Z III J LL 0 Z opt D V