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HomeMy WebLinkAbout4883-9STATION POINT 95+73 1-1/2" IRRIGATION WATER METER. APPROX. PSI = 65 APPROX. METER ELEVATION =1235.20 PROPOSED IRRIGATION SYSTEM AND EQUIPMENT DESIGNED TO ACCOMODATE FUTURE RECYCLED WATER WHEN AVAILABLE. METER SERVICE, PANEL "A" I STATION POINT 95+75 ELECTRICAL SERVICE j I 120-240V SINGLE PHASE 200A MAX. TOE VAULT - ...... - ....... ...... _ AT REDWOOD .................... A M MS .._..__ _......_.... ________. ............. ._ _ ............ IRRIGATION (1)- 4" SCH 40 SERVICE CONDUIT CONTROLLER— A"-12 STATION) (1)-1" SCH 40 TELEPHONE SERVICE SEE ELECTRICAL I 7 FURNISH AND INSTALL PER ? �� PLANS FOR LOCAL CODE REQUIREMENTS. SERVICE I I t'.s' CONNECTION. VERIFY POINT OF CONNECTION' ��---1-1/2" MAINLINE I I '1�-J—(3)- 4" SLEEVES I I II ■ (1)4" SCH 40 SERVICE CONDUIT ■ FURNISH AND INSTALL PER 00 S.C.E. REQUIREMENTS. w III VERIFY POINT W ■ I I I OF CONNECTION Cn ■;I� FOOTHILL BLVD.(WESTBOUND) WE II I W ■ I II ■ III 96 00 97 00 98+00 99+ W II I MMINMI MMIMM Z ■ III PULL IRRIGATION REMOTE CONTROL _I ■ j j I WIRES FROM CONTROLLER A TO = I I 10" ROUND NDS VALVE BOX # 211CR 1 � ■ ili1 Q I I I BACKFLOW DEVICE .... ..... ............. _--_-._......._..............__ _... ------_......._-..............................-...._.... -- - ----- ........ ..................... - - ----..........._........................_._�___.---___-.. ............................--...._... ...___-- ....................... ......._ ----- ................ . . ......................... . .. . ......................... ... . .................. . ...... ... . .... ___ . . . .......................... ... . ............ .. . ....... . . .......... . . . . . . . ... . ......................... . . . . ....................... ____ --- . . . . ................................ . ......................... . ..... - - ---- . .......... . . . ...... __ ............... . . ... . ......... ......... . . . .. ... . ........................ ......................... . ... .................... --_._...._............................._...__._... -_........._..........................__. . -- _---............................ ........-......... -_..._..--......................... ..... ..» _ .... _---........................ _ _. _._—........................ -_ — _ _ _ _ _ __.....3/4" .....................1-1 /4^ - _ 1-1/4" .._...._......... �p _ - -- ... .. 'i-"— 374" - 3/4" 1" 3/4" 3/4" 3/4" 3/4" 1 1 1"N=f BFr 3/4" 3/4" -\ 3 4' ■ _ " 3/4" /4" 3/4" \` 3/4" 3/4" 3/4" 3/4" r.. 3/4" \ 3/4" 1 /4" 3/4" " 3/4 ," ;, r"'• " 3/4 3/4° ^---.'_____..------ 3/4 _..-------__- -- 3/4" 3/4" 3/4 � � �..: - 3/4" 3/4 � ' 1-1/2" � , 3/4 3/4 3/4 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" �� 3/4" 3/4" �' �.: 3/4" 3/4 -- - 3/4" 3/4" 3/4" _� ....._.. 1" 1" 3/4 -" ■ _ 3 4" 3/4" ��� 3/4" � 3/4" /4 \ -"_�- W 3/4" 1 3/4" 3/4" 3/4" 3/4 ._......_..._._._. 3/4" 3/4.. 1-1/4" 3/4" 3/4 _. __ _ ..._.- - ....... - - 3/4" 3/4" 3/4 _...__............... — _...........................__....--- -........................................._... _...........__............................---......... _ __........................_ ...._ - --..__...._.................-__ ...._._ __-._....__........................ _ ... _ I I ---......_........_....._........... ....... n- - --_............................._...._.._... -_- _ ........................ __........ - - - - - - _.... _ - -----_.._ _.... --- - - -...................................... - - -... --..............................._ -- --._....._............ _ 1% 2 MAINLINE 1-1/4" y.� ■ w NEMEC w 0 11-1/2" MAINLINE A -8/A--9\ ■ z w -1/2" 1-1/2 MAINLINE CO 1■� 17 29 ■ Q 1 ■� LOW MEDIUM 99+00FOOTHILL BLVD. (WESTBOUND) 54.73' 1 100 + 101+00TO REDWOOD 00 AVENUE 1 CENTERLINE 1 1 - __... _. ...................._ .................... _.... --------_....... ................ .................»_ -- - - ............ ........................»_»» - -- -_-_............................... - -----.._................................_..........._... ... ._.._. -- - --_ _ ._..._.................._ ........-.-_... - -__.-...................................._.----__-__------.._..................._.... W o ■ Cn mu_ _ _ ■O WW W■ wo■ ■� ■ FOOTHILL BLVD. (EASTBOUND ■ U Q■ 2 ■ IRRIGATION LEGEND MAWU = 56.6 X.7 X 9,622 S.F. X.62 = 241,271 GALLONS TREE AREA 840 S.F. 56.6 X.4 X 840 S.F. X.62 /.75 =11,978 GALLONS SYMBOL MFG. MODEL NUMBER/ DESCRIPTION PSI GPM RADIUS NOZZLE REMARKS SHRUB AREA 3,006 S.F. 56.6 X.4 X 3,006 S.F. X.62 /.75 = 56,259 GALLONS O RAINBIRD 1804 -PRESSURE COMPENSATING BUBBLER (SHRUB) 20 .5 - 102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 26 GRAVEL AREA 1,667 S.F. EAWU = 68,237 GALLONS 0 RAINBIRD 1804 -PRESSURE COMPENSATING BUBBLER (TREE) 20 .5 - 102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 26 PRESSURE CALCULATIONS BF ■ RAINBIRD 1804 -PRESSURE COMPENSATING BUBBLER (PALM) 20 .5 - 102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 26 1235.2 Static Pressure SUPERIOR MODEL 4000, COMPATIBLE WITH ALL GRADES OF RECLAIMED WATER 12"x18" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL J ON SHEET 26 METER INSTALLED PER CITY STANDARDS C RAINBIRD 33DNP, 3/4" QUICK COUPLER 10" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL F ON SHEET 26 49.43 APPROVED NIBCO SI -7 BRASS GATE VALVE 10" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL E ON SHEET 26 FA1F1B TORO SENTINEL CONTROLLER. FONTANA PART# ESB36-U2-SB1852-OB4-VRA INSTALLED IN STAINLESS STEEL CABINET PER DETAIL PVC CL. 200 LATERAL LINE; SEE PLAN FOR SIZE SEE DETAIL C ON SHEET 26 APPROVED AVAILABLE AT: AQUA FLO- CONTACT TOM RADEN (805)-895-8909 BF FEBCO 825 A - BACKFLOW DEVICE MATCH METER SIZE, WITH CITY APPROVED FLOW METER. DATA INDUSTRIAL IR220 P -SIZE PER METER. SEE DETAIL H, SHEET 26 Water Meter Elevation 1235.2 Static Pressure 65 1—M] 1-1/2" METER INSTALLED PER CITY STANDARDS 1234.50 © 30 10" ROUND NDS VALVE BOX WITH (PURPLE COLOR LID) MODEL # 21 1C FOR IRRIGATION WIRES AT STREET CROSSINGS 49.43 APPROVED PVC CL. 315 MAINLINE; SIZE 2" AND LARGER SEE DETAIL C ON SHEET 26 19.43 APPROVED PVC SCH. 40 MAINLINE; SIZE 1 1/2" AND SMALLER SEE DETAIL C ON SHEET 26 49.43 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 n VALVE SIZE 19 GPM SEE SHEET 8 FOR GENERAL IRRIGATION NOTES 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 GAINILOSS 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) 65 771 Underground Service Alert pNDSCq CITYOFF NTANA � AF CITY DRAWING FILE N0. SECTION 4216/4217 OF THE GOVERNMENT FOOTHILL BLVD QUO ��� J. Me 9'P IRRIGATION PLAN �pORE y CODE REQUIRES A DIG ALERT IDENTIFICATION y�o� ew• 34s,� do �y 4883 C= �a NUMBER BE ISSUED BEFORE A PERMIT TO LANDSCAPE MEDIAN _ -A DRAWN BY: FOOTHILL LL BOULEVARD SCALE: CITY OF F W 0 R.J.IN/D.M.A ��_� �V-011 EXCAVATE WILL BE VALID FROM CHERRY AVENUE FROM CHERRY AVENUE FOR YOUR DIG ALERT I.D. NUMBER CALL ur DESIGNED BY: DATE: CALIFORNIA, 92335 D117 R.J.M TO HEMLOCK AVENUE 01-17-11 UNDERGROUND SERVICE ALERT TO HEMLOCK A4+11% D to ��Q CHECKED BY: � DRAWING NO.: TOLL FREE 1-800-227-2600 T� oQ` 9 TWO WORKING DAYS BEFORE YOU DIG °� CA��F R'A'M ` - 9 38 REV REVISION DESCRIPTION DATE CITY DATE • 00 00O Z W J LL 0 Z D V