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HomeMy WebLinkAbout4883-10l ■ ■ f �w ■ W FOOTHILL BLVD. (WESTBOUND) �3: W J ■ W 54.05' ■ w o ■zw m TO REDWOOD ■ _ AVENUE 103+00 104+00 105+00 ■ ~ Q CENTERLINE0 1 ■ ZLA- 10 3/4" 1 3/411 _- ........ _..... _ ....................................... ............... ..... ...__..__.__.._...._..._..._.-_ t 3/41 3/4 -. ..._.._.._. 3/4" 1" " 1 % _..__..._ _........._._.._. _..._.--............................... _..._... _.. - -____..-----.--- ........................_. _ - ----.-_-_-........................_.-_.._---- _ _ _ .................... ■ Y - __....._ ......_._ _ _........................ _ _...-....................._ _...._..._...._._.. _ _... _.. _.. _ _ 1/2 O ■�: ■ LL B-1 ■ Q 1-1/211 H MEDIUM 24 ■� FOOTHILL BLVD.(EASTBOUND) ■ 2" MAINLINE l W ■ 2 ■ 07 ■ 109+00 2 W w WW c',] ■ ..�1 w 00 108" 00 z■ FOOTHILL BLVD.(WESTBOUND) ■ - ■z� ■ ■Q0cnw _ _ __........................ __._..._...............................-. ----- .-._........................................- ---- -- -----.-...._...._.........................._..........._.. - --- __.............._.._..... —------•----..........................._...........--------.... -.-_--_.. -_ W .... ............. . - - - — _._.........................._ W ___.._.__... _.. __... 3/4" 3/ " _ 3/4" 3/4" 3/4 3/4" 3/411 _.._ _.-..._............................ _ .................. . _—._........ _ ......_..-_-----__...................._.. ____ -- - � _....._._...........---------............_.---......_._.... 1 N=or ice`\ 3/4" 3/4" 3/4" 3/4" 3 4 3/4" 3/4" " 3 3/4" 3/4" 50 5iP ■ ■ %_..' 3/4" 3/4" 1" 1' 3/4" ■ ■ 3/4" 3/4" ■ ■ 3/4" /4" Ir " 3/4" 1" �� 111 /411 1" 1 ■ ■ 314" l4" 3/4" 3/4" E ^ "3/4' 3/4" 111 3/4" 111 3/4" 3/ 3/4 3/4" 3/4" 3/4" /4" 3 4" 1 12%3/4" -1/2" /4" 3/4" 1 3/4 3/4 3/4 3/411 ^ " " 3/4' " 3/4 3/4' �_mtlli 3/ , 3! " 3/4" 3/4 ■ ■ " " 4 _.._.. - 3/4" ' 3/4" 3/4 - - --. ................ . ___ _ -------------••- - .........._.............. _ _.. - - ■ _..- _...- ----------- 3/411 1 1 ----------•--........--- -- --- - ./.4...". ................................ - — - - _... ........._....._............................................... . ........................................_ . _.....-.-............. _ ...................... - .._ ....- .............-.1... ... - ... i......................._..-__'....__._._.._.........................._....-.'._ .. ............................... - ..- -'-- ---...._._...................................... ........_...._.....................................................- ............................................ ..........................._ -- -----_-...................................................-_.........-_......_-.-............................................... - ...._._............................._......... _ ................--•-...........................-.....-..---------'---•-•--_......................._.__.__- ------------•----•--__..._......_._-•-•'----------._...._ 1/4" 1-1/4" 1-1/2" 1 \1w � M � � �� � � � � � MMCEM 1-1/2" MAINLINE /B---2\ B-3g_q, 1 ill 1-1/2„ 1-1/2 MAINLINE 1-1/2” 1-1/2 MAINLINE 1 10600�.■ 14 19 26 1 107+00 108+00 1 LOW MEDIUM MEDIUM 109+00 FOOTHILL BLVD. (EASTBOUND � �--------- I IRRIGATION LEGEND MAWU = 56.6 X.7 X 11,082 S.F. X.62 = 272,223 GALLONS TREE AREA 992 S.F. SYMBOL MFG. MODEL NUMBER/ DESCRIPTION PSI GPM RADIUS NOZZLE REMARKS 56.6X.4 X992 S.F. X.62/.75=18,566 GALLONS SHRUB AREA 3,624 S.F. 56.6 X.4 X 3,624 S.F. X.621.75 = 67,625 GALLONS O RAINBIRD 1804 -PRESSURE COMPENSATING BUBBLER (SHRUB) 20 .5 - 102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 26 GRAVEL AREA 2,098 S.F. RAINBIRD 1804 -PRESSURE COMPENSATING BUBBLER (TREE) 20 .5 - 102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 26 EAWU = 88,391 GALLONS 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 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 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 VALVE SIZE 19 GPM VALVE B-11 : Worst Condition (Furthest Valve) ■ RAINBIRD 1804 -PRESSURE COMPENSATING BUBBLER (PALM) 20 .5 - 102-1211 LAVENDER RECYCLED WATER CAP, SEE DETAIL A ON SHEET 26 ® 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 R.C.V. Elevation c RAINBIRD 33DNP, 3/4" QUICK COUPLER 10" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL F ON SHEET 26 59.57 SCH 40 LATERAL LINE FRICTION LOSS NIBCO SI -7 BRASS GATE VALVE 10" LAVENDER RW LOCKABLE VALVE BOX, SEE DETAIL E ON SHEET 26 FA]FBFc] 30.00 TORO SENTINEL CONTROLLER. FONTANA PART# ESB36-U2-SB1852-OB4-VRA INSTALLED IN STAINLESS STEEL CABINET PER DETAIL 65 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 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 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 VALVE SIZE 19 GPM VALVE B-11 : Worst Condition (Furthest Valve) PSI LOSS /GAIN Water Meter No. 2 1-1/2" Water Meter Elevation 1248.20 Static Pressure 65 R.C.V. Size 1-1/2" R.C.V. Elevation 1252.30 R.C.V. Demand (G.P.M.)/Design Pressure 30 Static Pressure @ R.C.V. (Required) 59.57 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 -1.77 LATERAL LINE HEAD GAIN/LOSS 0 SCH 40 MAINLINE FRICTION LOSS -11.2 SCH 40 LATERAL LINE FRICTION LOSS 0 TOTAL PSI GAIN / LOSS 29.57 DESIGN PRESSURE 30.00 PSI REQUIRED 59.57 STATIC PRESSURE (RESIDUAL) 65 SEE SHEET 8 FOR GENERAL IRRIGATION NOTES Underground Service Alert PNDSCq CITYOF F NTANASECTION 4216/4217 OF THE GOVERNMENT FOOLL BLVD pF ��t�, ���� J. Me -q�� CITY DRAWING FILE NO. IRRIGATION PLAN 4883 a,� y CODE REQUIRES A DIG ALERT IDENTIFICATION �o �• 346 ° , �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 1'�_1o�-o�� EXCAVATE WILL BE VALID FROM CHERRY AVENUE FROM CHERRY AVENUE FOR YOUR DIG ALERT I.D. NUMBER CALL oG •sl nature ~ DESIGNED BY: DATE: ►� CALIFORNIA, 92335 � 0 R.J.M TO HEMLOCK AVENUE 01-17-11 UNDERGROUND SERVICE ALERT TO HEMLOCK AVENUE �jq ate ��Q' CHECKED BY: DRAWING NO.: TOLL FREE 1-800-227-2600 T� o� 10 TWO WORKING DAYS BEFORE YOU DIG OF CA ` REVJ REVISION DESCRIPTION DATE CITY DATE R.J.M •/ 10 38 M 00 00 d' O Z w J LL 0 Z .1