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HomeMy WebLinkAbout4742-18■ �i BLVD.(WESTBOUND)'o FOOTHILL W W 0 _■ UI + W ■ W N W ■ J —� ■ I 3/4• _ I H We ■ 3/4 i f ■ s ■ ■ ■-----------072 -----------:4"SLEEVE --- ■ 2" MAINLINE EXISTING 2" MAINLINE ■ (2)-2" SLEEVESFOOTHILL BLVD. (EASTBOUND) FOR MAINLINE FOR WIRES ■ 3 ■ w ■ W ■(WESTBOUND)42+00 FOOTHILL BLVD. W U W � ■ ■ w° I ZQ, I = I I U ■ Q ■ 3/4' 314 314' 3/4- 39+00 3/4' — M 3/4' 40+00 ■ ■ 1-1/2' ■ ■ ■� -6■ -2172m _2 ■ 1-1/2" MAINLINE -1/2" ■ 24 ■ 31 2 MEDIUM ■ LOW ■ ■ H ■ w FOOTHILL BLVD. (WESTBOUND) ■ W 43+00 .w ■w z IJ 11: U ■ _r r _ - - --- 3/4" 3/4' 314' 3/4" 3/4 4• 3/1' V Alk 1_ 4'3/+- Aik 3/4'MT 3/4 3/4' 3/4' 3k' 314" 1" 3/ 3/4- 3/4' 3/4' �4 314' Y3k' 4' 1'Mir4• ■ 1-1/4" 1-1/2" ■ 1-1/4" -2 ■ _12 2" MAINLINE _� " 24 ■ LOW BLVD. (EASTBOUND) �s MEDIUM ■ BUBBLERS TO PALMS ■ 1p_ r � 314"3/4' - - ? - 3/4' ■ 4. 3/4' ■ 1-1/2" ■ 1-1@" ■ —6 5111111111111 -2 - ■ -2 2" MAINLINE ■ -1/2" 1-1 /2" ■ 26 FOOTHILL BLVD. (EASTBOUND) 25 ■ LOW MEDIUM , 38+35 TO 58+80 MAWU = 56.6 X.8 X 21,522 S.F. X.62 = 604,200 GALLONS SHRUB AREA 17,313 S.F. 56.6 X.4 X 17,313 S.F. X.62 /.75 = 324,025 GALLONS GRAVEL AREA 4,209 S.F. EAWU = 324,025 GALLONS PRESSURE CALCULATIONS IRRIGATION LEGEND VALVE A 1: Worst Condition (Furthest Valve) SYMBOL MFG. MODEL NUMBER/ DESCRIPTION PSI GPM RADIUS NOZZLE REMARKS Water Meter No. 1 2" Water Meter Elevation 1212.19 O RAINBIRD 1402 -PRESSURE COMPENSATING BUBBLER (SHRUB) 20 .5 - 102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 50 Static Pressure 78 l0 RAINBIRD 1402 -PRESSURE COMPENSATING BUBBLER (TREE) 20 .5 - 102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 50 R.C.V. Size 1-1/2" "MRe ffA -Z7 XX, 'kite 20 f *%CS, /Mii Vir* MWXM UP A111t R.C.V. Elevation 1199.3 ® SUPERIS. 12"x18" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL J ON SHEET 50 (NUMBERED) R.C.V. Demand (G.P.M.yDesign Pressure 30 RAINBIRD 33DNP, 3/4" QUICK COUPLER 10" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL F ON SHEET 50 Static Pressure @ R.C.V. (Required) 75.32 NIBCO SI -7 BRASS GATE VALVE 10" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL E ON SHEET 50 FAIFBI TORO SENTINEL CONTROLLER. FONTANA PART# ESB36-U2-MPEA161OK-OB1-VRA INSTALLED IN STAINLESS STEEL CABINET PER DETAIL AVAIL AT: AQUA FLO; CONTACT TOM RADEN (805)-895-8909 PSI LOSS / GAIN Appurtenance/Pipe PSI LOSS / GAIN © BF FEBCO sow 825Y - MATCH METER SIZE, WITH CITY APPROVED FLOW METER. DATA INDUSTRIAL IR220 P -SIZE PER METER. M SUPIAW4 lVeIMM�lL "DO *WULLI CL*M V409 iv%1ALL040J"AT11D Ft#W S�► %* SEE DETAIL H, SHEET 50 (PLACE IN GUARD SHACK ENCLOSURE) 2" WATER METER -1.8 . M METER INSTALLED PER CITY STANDARDS BACKFLOW PREVENTER -10.0 FS DATA INDUSTRIAL 200 SERIES FLOW SENSOR SEE DETAIL B SHEET 50 INSTALL PER MANUFACTURES SPECS. -1.0 1 GATE VALVE(S) — — — APPROVED PVC CL. 315 MAINLINE; SIZE 2" AND LARGER SEE DETAIL C ON SHEET 50 1-1/2" REMOTE CONTROL VALVE -3.6 APPROVED PVC CL. 200 LATERAL LINE; SEE PLAN FOR SIZE SEE DETAIL C ON SHEET 50 MAINLINE HEAD GAIN/LOSS (+.30') +5.58 EXISTING PVC SCH.40 MAINLINE SLEEVE; SEE PLAN FOR LOCATION Q�)fEssioA, C�r�! Fye LATERAL LINE HEAD GAIN/LOSS O A'1 VALVE /CONTROLLER SEQUENCE ��o �P, �`` o``' !o -34.50 CL 315 MAINLINE FRICTION LOSS (4600') 1 if VALVE SIZE � 78U44 * vu a "ev" 1Pa/: ! f 0 SCH 40 LATERAL LINE FRICTION LOSS 19 GPM * sr CN%�- — — – /ofT/�S TOTAL PSI GAIN / LOSS 45.32 A 0FC DESIGN PRESSURE 30.00 PSI REQUIRED 75.32 NOTE: FOR GENERAL IRRIGATION NOTES, SEE SHEET 25 STATIC PRESSURE 78 .00010 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 ILEX STREET TO CHERRY AVENUE CITY OF FONTANA CALIFORNIA, 92335 �pNDSCgp 34s� oy y q a DRAWN BY: w n R.J.M/D.M.A cc-------------- -_ --- ----- _-------- ------ --- –1 Ig urs DESIGNED BY: Y R.J.M CHECKED BY: R Op CAL�FO REV REVISION DESCRIPTION DATE CITY DATE IRRIGATION PLAN FOOTHILL BOULEVARD FROM ILEX STREET TOC H ER'1f VENUE CITY DRAWING FJ69 4742 SCALE: 1 "=10'-0 DATE: 01-23-09 DRAWING NO.: 4'742