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Home My WebLink About4737-5............ .......... .......... ........... . . . . . . . . . .. ............. ............ ............. ............ ........ ............. ............ .... . ..... . ............ ............. ..... ... ............. ...... . ..... ............. ............. ............. ............ ...... 2 G{....... ............. ..... ..... ...... ........... . ............. -------- - - _...... _...--- -- --.... _ ..._... ............ ............ ............. ............ ............ ............ _ _.,. _ ............ ............ ............. _,._.. .. FOOTHILL BLVD, (WESTBOUND)■ EXISTING S.D. MANHOLE ;i ■ PER FONTANA DWG. 4200 DATED:03-2007....- ........, 18 0019+00 ■ FOOTHILL BLVD. 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Vi.`µ.« ........................r ........... ....... .. 1 1l2' 1-12' 1-1/2" MAINLINE ■ c� A-2 " A-2 " /A -2"X A-2 A-2 ■ _ -1/2 1-1/2 1-1/2" �_ g 27 ■ W 20 26 29 LOW LOW ■ co O BUBBLERS TO PALMS LOW `�" FOOTHILL BLVD. (EASTBOUND) D ■gym ( ) ■=Q NOW ■ _ _.................................. "'_ �• W4' 3/ 314• «... - .. - 3/1" ■ 22+00 3/4' m 314" 3/4' 23+00 . _„ . ........................................ ......... __ ............. r. _.._.__. .. xx f f x f f x x • x c.. x x .. ._ .... _........... ............. .. ... .::.: :::,. _ __...., ............. ............ ............. ............. _.,.:..,.:.. _.......... ............. ............. ............... ............ ........... ..._._ ,�«. ......,.. .......... ......... ......... �.... .. I I ...................... ........... ............ ,---- - ._w« _ = IRRIGATION LEGEND SYMBOL MFG. MODEL NUMBER/ DESCRIPTION PSI GPM RADIUS NOZZLE REMARKS GENERAL PSI LOSS / GAIN Water Meter No. 1 1 1/2" Water Meter Elevation 1300 IRRIGATION 65 R.C.V. Size 1-1/2" R.C.V. Elevation NOTES R.C.V. Demand (G.P.M.)/Design Pressure 30 Static Pressure 54.54 - -2.0 ■ RAINBIRD 1804 -SAM -PRS BUBBLER WITH HUNTER NOZZLE (SHRUB) 20 1.0 - 30.00 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 Q RAINBIRD 1804 WITH HUNTER NOZZLE 20 1.0 BELOW SUB GRADE. -SAM -PRS BUBBLER (TREE) - Ift" no 27-00 TWO Zto 50teS, WAS$ WnN rae 060tAl e 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. ® 3bpq DRAWN BY: D.L. 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 c RAINBIRD 33DNP, 3/4" QUICK COUPLER REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF THE REJECTION. NIBCO SI -7 BRASS BALL VALVE 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 DATE: 09-22-0 ALLOWED BY LOCAL CODES. A❑ TORO SENTINEL CONTROLLER. FONTANA PART# ESB12-U2-MPEA161 OK -OBI -VRA BY: �: / "�. O 10�WIN� �/REV 4 / v (24 STATION CONTROLLER) AVAIL AT: AQUA FLO; CONTACT TOM RADEN (805)-895-8909 5. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED OR DIRECTED. REVISION DESCRIPTION DATE FEBCO 825Y - MATCH METER SIZE, WITH CITY APPROVED FLOW METER. DATA INDUSTRIAL IR220 P -SIZE PER METER. 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 AREAS. WHEREVER POSSIBLE INSTALL ALL VALVES AND BOXES IN SHRUB AREAS. FMM Q Ait� WATER METER INSTALLED PER CITY STANDARDS KWW-jAWE IVMoOe�.*to0, AAM"I CLOS 60 MAfMvlAl-K 1N6TAUZO ADJAC911T To PAW SUMA FS DATA INDUSTRIAL 200 SERIES FLOW SENSOR SEE DETAIL B SHEET 10 INSTALL PER MANUFACTURES SPECS. 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 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. APPROVED PVC CL. 315 MAINLINE; SIZE 2" AND LARGER APPROVED PVC SCH. 40 MAINLINE; SIZE 1 1/2" AND SMALLER 8. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS THAT THE f IELD CONDITIONS VARY FROM THE DRAWINGS AND THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE APPROVED PVC CL. 200 LATERAL LINE; SEE PLAN FOR SIZE 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 =_______= EXISTING PVC SCH"40 MAINLINE SLEEVE ANY NECESSARY REVISIONS IN THE EVENT THAT THIS NOTIFICATION IS NOT HEEDED. 9. FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR THEIR OPTIMUM OPERATION. /A-l\VALVE / CONTROLLER SEQUENCE 10. THE IRRIGATION SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE OF 65 PSI AND A MAXIMUM FLOW DEMAND OF 26 GPM. VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY 1/91, VALVE SIZE 102-1211 LAVENDER RECYCLED WATER CAP SEE DETAIL A, SHEET 10 102-1211 LAVENDER RECYCLED WATER CAP SEE DETAIL A, SHEET 10 12"x18" LAVENDER RW LOCKABLE VALVE BOX (NUMBERED), SEE DETAIL J, SHEET 10 10" LAVENDER RW LOCKABLE VALVE BOX SEE DETAIL F, SHEET 10 10" LAVENDER RW LOCKABLE VALVE BOX (NUMBERED), SEE DETAIL E, SHEET 10 INSTALLED IN STAINLESS STEEL CABINET PER DETAIL SEE DETAIL D, SHEET 10 DIFFERENCES BETWEEN THE WATER PRESSURE SHOWN ON THE PLANS AND THE PRESSURE READING IN THE FIELD TO THE CITY'S AUTHORIZED REPRESENTATIVE. pROFESS/ I GPM ,`�� , p.'C,gSj, 11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED HEREIN SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 20 <<o 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 SPECIFICATIONS SHEET L-10 th dw oy" go-&* Aisrt SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG FOOTHILL BLVD LANDSCAPE MEDIAN FROM CITRUS AVE. TO OLEANDER AVE. MAWU = 52.2 x .8 x 6,337 S.F. x .62 = 164,072 S.F. EAWU SHRUB AREA 6,337 S.F. 52.2 x.4 x 6,337 S.F. x.62 /.75 = 109,381 S.F PRESSURE CALCULATIONS VALVE A-24: Worst Conditions Furthest valve PSI LOSS / GAIN Water Meter No. 1 1 1/2" Water Meter Elevation 1300 Static Pressure 65 R.C.V. Size 1-1/2" R.C.V. Elevation 1303.68 R.C.V. Demand (G.P.M.)/Design Pressure 30 Static Pressure 54.54 Appurtenance/Pipe PSI LOSS / GAIN PSI LOSS / GAIN 1 1/2" WATER METER -1.5 BACKFLOW PREVENTER 1 1/2" -10.0 3 GATE VALVES -3.0 1-1/2" REMOTE CONTROL VALVE A-9 -3.6 MAINLINE HEAD GAIN / LOSS -1.59 LATERAL LINE HEAD GAIN / LOSS -0.62 SCH 40 MAINLINE FRICTION 400' -5.16 SCH 40 LATERAL LINE FRICTION LOSS -2.0 TOTAL PSI GAIN / LOSS 24.54 DESIGN PRESSURE 30.00 PSI REQUIRED 54.54 STATIC PRESSURE 65 C 78044 rn SEE THIS SHEET FOR GENERAL IRRIGATION NOTES SEE SHEET 10 FOR IRRIGATION DETAILS & `°FCALI SHEET 11 FOR RECLAIMED WATER NOTES SPECIFICATIONS ARE IN 82' X 11" BOOKLET FORM CITY OF FONTANA CALIFORNIA, 92335 VpNDSCgp> I J. Mc"�y 9�� A% �o lop. soy y W m Si natu�eO Date op CA,-`�CHECKED I i t r m i ama IRRIGATION PLAN CnY DRAWING 4737 DRAWN BY: D.L. FOOTHILL BOULEVARD FROM CITRUS AVENUE O OLEA ER AVENUE JILEN SCALE; ' 1 =10 - DESIGNED DATE: 09-22-0 BY: �: / "�. O 10�WIN� �/REV 4 / v REVISION DESCRIPTION DATE CITY DATE