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HomeMy WebLinkAbout4883-13■ ■ ■ W ■ ■ W ■ ■ UJ W ■ ■ = LL~.. c■ FOOTHILL BLVD. WESTBOUND ■w� W■ ■wo U)123 �' ■ Z W W +00 —m 00 z ■_ 2 ■ ■ _...._.__-........................._...__•_._------•---•-----......--------------------..-- ...._-------....-......................................-.... -------._.._...------.---- --- _------------------------ - ---- - - W.. -- - - - — - - ---------------------_--- - ■ ... ........................ ........................ - - ___......................... -_...__........................___...._ --.._........................................._..-...... - ---•-•-•-•..............................W ------ -- •----......._............__.____._.-....._...._........................_....-._._. _ --_.._ _....__......... � --- e 3/4",.-% 3/4^ 3/4" 3/4" 1" 3/4" 3/4" 3/4" °/ 1 3/4 l~ „ 3/4" 314" ^ / 3/4" 1 11 3/4 ■ ■ \` ' 3 " k314". /4"3/4" "3/4"3/4" ,3/4 3/4"1-1/4 3/4 3/4..3/4 ^ 3/4" 3/4" 3/4 ■ ■ 3/4" f 3/4" 3/4" 3 3/4" 3/4" 3/4 _ - --__., -.. Y _-� - • 3/4" 3 3/4" 1 3/4" �` �. 3/4" 3/4 3/4" In _ _...... _..._....._ ..1-112 1 ^ _ ......._-�_ _... ....._._.... - ...._......� .._ ... _ _ .__.._ ._......_.._ _.� —__.-........_..._.__..._._ .. - MEMO I -1/4" 1 _1 1 1-1/2" MAINLINE 1 1-1/2" MAINLINE C -9 ,r 1-1/2" MAINLINE 1 1-1/2 1" 1 1 26 15 1 LOWMEDIUM 1 123+00 FOOTHILL BLVD. (EASTBOUND ■ w■ Cn Cn __■ FOOTHILL BLVD. (WESTBOUND W R ■ Wo■ ■ :3 Q■ 125+00 C) ■Y Q ■■ 6+00 Oi127+00LL 12 ■ O __ ____0-J •n , 1 _-..._.__..........___--_...............................`---_- .....---._............................. ....._......__.................................._-- ---................._.................................... -.---- - --- _.._...............................__._-.........................__.__..__._.._._........................_ _ _ _ .._......._.................. __..._..........__.............................__._.................................__.............................-_. __..__................................._- ..._..................... _----- -...................... . ..... ...� ..........................._...................--.......................-----•-•-•--.....................................__. _ _---------•-- --..._•----.........................._-. ____. i ..........._..-_.............................__... -- ----_.--............................._.. .._..__... 3___-- �4.'._._..._....-_......_....._-...___.....---......_ 1 54.72' 1 TO HEMLOCK 1 AVENUE 1 CENTERLINE 1 1 FOOTHILL BLVD. (EASTBOUND 1 1 1 1 1 125+00 126+00 MAWU = 56.6 X.7 X 9,957 S.F. X.62 = 244,587 GALLONS IRRIGATIONLEGEND TREE AREA 992 S.F. 56.6 X.4 X 992 S.F. X.62 /.75 =18,566 GALLONS SHRUB AREA 3,630 S.F. SYMBOL MFG. MODEL NUMBER/ DESCRIPTION PSI GPM RADIUS NOZZLE REMARKS 56.6X.4 X3,630 S.F. X.62/.75=67,938 GALLONS GRAVEL AREA 2,098 S.F. O RAINBIRD 1804 -PRESSURE COMPENSATING BUBBLER (SHRUB) 20 .5 - 102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 26 EAWU = 86,504 GALLONS ME PRESSURE CALCULATIONS BF FEBCO 825YA - BACKFLOW DEVICE MATCH METER SIZE, WITH CITY APPROVED FLOW METER. DATA INDUSTRIAL IR220 P -SIZE PER METER. SEE DETAIL H, SHEET 26 IM -1 METER INSTALLED PER CITY STANDARDS © 10" ROUND NDS VALVE BOX WITH (PURPLE COLOR LID) MODEL # 211 CR FOR IRRIGATION WIRES AT STREET CROSSINGS APPROVED PVC CL. 315 MAINLINE; SIZE 2" AND LARGER SEE DETAIL C ON SHEET 26 APPROVED PVC SCH. 40 MAINLINE; SIZE 1 1/2" AND SMALLER SEE DETAIL C ON SHEET 26 APPROVED PVC CL. 200 LATERAL LINE; SEE PLAN FOR SIZE SEE DETAIL C ON SHEET 26 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 1 if VALVE SIZE 19 GPM VALVE C-1 : Worst Condition (Furthest Valve) PSI LOSS / GAIN RAINBIRD 1804 -PRESSURE COMPENSATING BUBBLER (TREE) 20 .5 - 102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 26 1253.40 ■ RAINBIRD 1804 -PRESSURE COMPENSATING BUBBLER (PALM) 20 .5 - 102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 26 ® 1257.60 SUPERIOR MODEL 4000, COMPATIBLE WITH ALL GRADES OF RECLAIMED WATER 12"x18" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL J ON SHEET 26 53.97 C RAINBIRD 33DNP, 3/4" QUICK COUPLER 10" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL F ON SHEET 26 DESIGN PRESSURE 30.00 NIBCO SI -7 BRASS GATE VALVE 10" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL E ON SHEET 26 A ❑B F61 TORO SENTINEL CONTROLLER. FONTANA PART# ESB36-U2-SB1852-OB4-VRA INSTALLED IN STAINLESS STEEL CABINET PER DETAIL AVAILABLE AT: AQUA FLO• CONTACT TOM RADEN (805)-895-8909 BF FEBCO 825YA - BACKFLOW DEVICE MATCH METER SIZE, WITH CITY APPROVED FLOW METER. DATA INDUSTRIAL IR220 P -SIZE PER METER. SEE DETAIL H, SHEET 26 IM -1 METER INSTALLED PER CITY STANDARDS © 10" ROUND NDS VALVE BOX WITH (PURPLE COLOR LID) MODEL # 211 CR FOR IRRIGATION WIRES AT STREET CROSSINGS APPROVED PVC CL. 315 MAINLINE; SIZE 2" AND LARGER SEE DETAIL C ON SHEET 26 APPROVED PVC SCH. 40 MAINLINE; SIZE 1 1/2" AND SMALLER SEE DETAIL C ON SHEET 26 APPROVED PVC CL. 200 LATERAL LINE; SEE PLAN FOR SIZE SEE DETAIL C ON SHEET 26 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 1 if VALVE SIZE 19 GPM VALVE C-1 : Worst Condition (Furthest Valve) PSI LOSS / GAIN Water Meter No. 3 -2.0 Water Meter Elevation 1253.40 Static Pressure 65 R.C.V. Size 1-1/2" R.C.V. Elevation 1257.60 R.C.V. Demand (G.P.M.)/Design Pressure 30 Static Pressure @ R.C.V. (Required) 53.97 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 -1.82 LATERAL LINE HEAD GAIN/LOSS 0 SCH 40 MAINLINE FRICTION LOSS -5.55 SCH 40 LATERAL LINE FRICTION LOSS 0 TOTAL PSI GAIN / LOSS 23.97 DESIGN PRESSURE 30.00 PSI REQUIRED 53.97 STATIC PRESSURE (RESIDUAL) 65 SEE SHEET 8 FOR GENERAL IRRIGATION NOTES Underground Service Alert NDscCITY OF FONTANA SECTION 4216/4217 OF THE GOVERNMENT FOOTHILLBLVD �� �� �• Me p�-17 CITY DRAWING FILE N0. tip, IRRIGATION PLAN 4883 46a ° S ole CODE REQUIRES A DIG ALERT IDENTIFICATION ,�� o���,, s � LANDSCAPE MEDIAN Yea NUMBER BE ISSUED BEFORE A PERMIT TO �' � � DRAWN BY: SCALE: CITY OF FONTANA w _ - n R.J.M/D.M.A FOOTHILL BOULEVARD 111=10'-0" EXCAVATE WILL BE VALID FROM CHERRY AVENUE FROM CHERRY AVENUE FOR YOUR DIG ALERT I.D. NUMBER CALL SI tur DESIGNED BY: DATE: ►� CALIFORNIA, 92335 )� R.J.M TO HEMLOCK AVENUE 01-17-11 UNDERGROUND SERVICE ALERT TO HEMLOCK As�9 ate ��Q' CHECKED BY: DRAWING NO.: TOLL FREE 1-800-227-2600 r� of ` oQ` R � M � 13 TWO WORKING DAYS BEFORE YOU DIG cA� 13 38 [REV REVISION DESCRIPTION DATE CITY DATE �' • M 00 CC O z w J LL z D V