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HomeMy WebLinkAbout2970-9-D- . . . . . . . ®IAGRAMATIC PLAN _ KEY e - DESCRIPTION - • - TORO 5702 -12P -COM -B-H POP- P U SHRUB SPRAY RADIUS ' 8 ' ...- : • . This system is diagramatic. All pipes, valves, etc. shown within paved . .. . . - - . . . r . . • - .. area are for design clarification only and shall be installed 'in-- planting ' area and joint trenches wherever possible. . ' " - . ' �_- . • �. - SPRINKLER ADUSTMENT REQUIRED . -I. - ` - ; _ _ . • • . `. .s. . The irrigation contractor shall flush and adjust all sprinkler heads for - . • . . • optimum performance and prevent over- spray onto walks and roadways as ,. - . . .t . _ much as possible. This shall, include selecting the best -degree of arc to 30 ` fit the existing site conditions. Contractor to 'use pressure compensating h .. .- - . . . . screens when radius is reduced more than fifty percent .(50%).-' ' .�- ,- i -`- FIELD CONDITIONS . . • . - .. - - _ , . . • . . _ ' Do not willfully install the sprinkler system as indicated ' on the drawings , ' • . - _ . . :. .when it -is obvious in the .field that unknown obstructions or grade ; -.'..: -.- , P; ' 10' . . ' .. _ ' . I . . ' - differences exist and should be brought to' the attention of the owner's .- - 1 . • _ - ' ' . authorized representative. - In the event that this notification is not ,� ' `_: ' - . . - _. . . . - .. . �. .. _ performed, the contractor must assume full responsibility for any revisions • 6 _ .. -, ..- .- - required. . . ' --, . ' .. . - •_ . . - . SWING "JOINTS .. ...- • -_ _ �. . . _ 6 . s . . Install all heads with double or triple swing joints, using street ells, as per. 10' - details. - . - . 1 30 _ COORDINATED WORK - - . �_ it is the . . . sole responsibility of the irrigation contractor to familiarfize - _ , . himself with all grade differences, location of wolfs, etc. contractor sha(I : '' • .• . . , . •: coordinate h_ is work with the general contractor and . other subc_ ontract_ ors, . -. _. _ :.,; e •.:.t - - . � :' ; for -locating pipe sleeves' through walls, under roadway paving, etc... •. . _..f- .. - . . - _ . ..-- _ . 30 - n .. . - . . . . • r . . .. - .. MINIMUM. PRESSURE AND MAXIMUM GALLONS REQURED - - . - . -•'- , _ - � . .. The - sp-inkler systern design is based on a minimum operational pressure .. - _ 1 : 1 - -.. -.. . . and a maximum demand at the point of connection `- as _ noted on othe . . : . plan. Before installing the system, check - point - of connection and - . d . immediately notify Landscape Architect if pressure is not as noted 'or the 10' . .. required gallons per• minumte is not available. . 1 . . . _ . _ - - 1 _ - . 30 . - . . _ - _. - , - - ., ._ - _ . . WATER LINE - UNDER PAVING • , .._ .. . . - . ,_ . A - ,- :. -. I - - - - _ All mainline under paving shall be installed 24" deep.' ..All lateral lines - •• - . . . under paving sha11 be Sch. 40 PVC and instalied 24" deep. . -; -' I_ _ ., • .. , . r . -. . SYSTEM COVERAGE - . _ - • ' _ .. . . . -' . _ i ' •.1. . . -. - . . .. The -irrigation contractor is to adjust head locations in- the filed ' in order :•.. -- • .' 15' . I to guarantee 100% coverage. Contractor to contact the' Landscape • . . . Architect prior to any major change(s) resulting in additional cost to the owner. . - - . - - . . . .. -- -_ - 1 . -. • :.. '_ .' ' - .-.. � .... . � 3 .: _ . . . ... 30 �' "�� 3 5 i t� KEY e - DESCRIPTION - • - TORO 5702 -12P -COM -B-H POP- P U SHRUB SPRAY RADIUS ' 8 G.P.M. .50 PSI 30 , 6 TORO 5702 -12P -CDM -B -Q POP- UP SHRUB SPRAY 8' . .24 30 .. h - • � TORO 57OZ-12P-COM-10-Q PDP -UP SHRUB SPRAY ' 10' . .40 i 0 - _. .. : - _. 1. ... . ._.1 1 11- 1. I . . . . ___T I . • O TORO 5702 -12P -COM -10-H POP-UP .SHRUB SPP„ AY - 10' .71 1 30 • •. • .• - TORO 5702 -12P -COM -10-F PDP -UP SHRUB SPRAY - 10' 1.49 30 - . d TORO 5702 -12P -COM -10 ADJ. POP-UP SHRUB SPRAY 10' VARIES 30 i TORO 570 -12P -COM -15-Q PDP -UP SHRUB SPRAY - - 15' .85 30 • TOR 570 -1 P -COM -1 - P P- P SHRUB SPRAY -.15' 1.65 30 - . TORO 5702 12P COM 15-F POP-UP SHRUB SPRAY 15 3.60 . � TORO 5702-12P-CO'A�l-15 ADJ-. POP-UP SHRUB SPRAY 15' VARIES 30 1b TORO 5702 -12P -COM -4 -EST POP-UP SHRUB SPRAY 4'X 15' • 45 30 .11 -- TORO 5702-12P-COM-4S-S5T POP-UP SHRUB SPRAY 4'X18 ' •55 • 30 v TORO 57OZ-6P-COM-8-H POP-UP TURF SPRAY - - -• • .. 8' ' •50 30 * TORO 1.7OZ-6P-COM-8-0 POP-UP TURF SPRAY - - 8 •24 . : 30 /. , ' TORO 570Z -6P -COM- 10-0 POP-UP TURF' SPRAY .- ' 10 .40 ,30 v TORO 57OZ-6P-COM-10-H POP-UP TURF SPRAY - 10'- .71 30 Owl . 0 TORO5 70Z- 6P -COM -10-F POP-UP TURF SPRAY . . 10' 1, 49 ,30 TORO 570Z- 6P-COM'-10-ADJ POP-UP TURF SPRAY 10' VARIES 30 �% - TORO 57OZ-6P-COM--15-Q POP-UP TURF SPRAY 15' .85 30 T TORO 5702 -6P -COM - 15-H POP-UP TURF SPRAY - 15' 1.65 30 . 'l' TORO 5702 -6P -COM --15-F POP-UP TURF SPRAY 15' VARIES 30 & TORO 5702- 6P- CDM --15-V POP-UP TURF SPRAY - 15' 3.60 30 TORO 5702 -6P -COM -4 -EST POP-UP TURF SPRAY 4'X15 0 • 45 - 30 - 9 TORO 5702 -6P -COMAS -SST POP-UP TURF SPRAY 4'X'18.0 •55 . 30 . iQ TORO V-1550-4PL POP-UP TURF ROTOR , . 15'-32' 1.02 i35 Q TORO V--1 %.0 PL POP-UP TURF ROTOR - _ 15'-32' 1.82 ,35 ® TORO V-1550-4PL POP-UP TURF ROTOR • - . 15'-32' J.47 . 35 Y i •, ,S ' - , i ' f . : + _ - ' . __,- , ♦ J , t...y ` . ` •• :' - = .' • - t ' 1 ' . - - 3 . i _ 'r; . .. . _ _z - _ _ f/. f - 1" t T .,,+• - e 1. - '-1 - - 'L 't• +"� .. .. . - rte. - - n .� ` . f: .._ . - - - _ 1, . - F • .- '_♦ • ' / .' , ' - - - f ^/ .r .r .. . - . . _ . . r - .. t - .. _ - v_.1. - _ a .. 1. .. - - - . j - �- 11 .I 1. Y i , . ' .t - -.., - ' `�` i ` ,,t: •'T - r:. y- a . _ - - r - - - ' , ' - ' ' _ - . . .. . I . . . _. - . . . . .- .. . . - . . . . . . . . . H) . POINT OF CONNECTION (REFER TO CIVIL ENGINEERING PLANS) - - . N OTE. * INSTALL- NECESSARY CHECK VALVE IN HEADS THAT EXHIBIT TENDANCIES FOR LOW HEAD DRAINAGE. - Ld FEBCO 825Y 1-114 " REDUCED PRESSURE BACKFLOW PREVENTER W1 WYE STRAINER - . ,�' -' - ' • . . , IN LEMUR VANDAL -RESISTANT STEEL MESH ENCLOSURE - .SEE DETAILS . IF. RADIUS OF THROW IS LESS THAN 50% USE - PROPER PRESSORS COMPENSATING SCREENS TO }� NIBCO BRASS BALL VALVE (LINE SIZE) T-585-70 (3/4"_ 2") / T-580-70-65 (2-314"-3"),DJUST RADIUS. THOMPSON HI -FLOW BRASS ELECTRIC PRESSURE REGULATING REMOTE CONTROL MASTER VALVE 8" STANDARD RISER TO BE USED WHERE SHOWN ON PLANS EXCEPT WHEN . � - 'DATA INDUSTRIAL' -2" Flow METER - ADJACENT TO WALKS, CURBS OR WHERE PEDESTRIAN TRAFFIC MAY OCCUR. ® THOMPSON HI -FLOW BRASS ELECTRIC PRESSURE REGULATING REMOTE CONTROL VALVE -1. , FOR SYSTEM A , ALL VALVES SOUTH OF CLUBHOUSE DRIVE (SIZE INDICATED} IRRIGATION DESIGN CRITERIA . THOMPSON HI- FLOW BRASS ELECTRIC REMOTE CONTROL VALVE . . Name of Water Supplier: Fontana Water District . FOR SYSTI EM B, ALL VALVES SHOWN NORTH OF CLUBHOUSE DRIVE (S'ZE INDICATED) Pressure Given By Mauricio E. Guardado Jr. • 4 RAINBIRD QUICK COUPLER 44 LRC . - . 1.. San Gabriel Valley -Water Co. Phone Number: - 626-582-6183 0 AUTOMATIC CONTROLLER LOCATION (SEE PLAN FOR MFG. & MODEL) . Static Pressure: 75-80 PSI 0 Summit and Citrus (ele. 139.88 . (2) TOTAL - . • . , • - - • . ` - . Contractor shall verify the static water pressure with supplier ® ® ® Io PVC SCHED. 40 MAINLINE- 1-3/4" AND SMALLER. PVC CLASS 315, 2" AND LARGER. prior to installation. If different from PSI noted above, Contractor . - 36" COVER UNDER PAVING, 18" COVER IN PLANTING AREAS1., SIZES AS INDICATED. , to notify Owner for instructions. Failure to do so will result . in in being responsible for changes that might occur. . PVC CLASS 200 LATERAL LINE- 12" COVER IN PLANTING AREAS. PVC SCHED. 40- 24 " COVER UNDER PAVING - - . _ . - PVCSCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIAMETER OF PIPE - . - . . • ­.-- SCH. '40 WIRE SLEEVE .. - . - _ - ' - .. PRESSURE LOSS CALCULATIONS CONTROL VALVE . - . . VALVE ' - :. . - . B-. - - INDICATES VA V - ... 1.. - - • . . 14 B 20 A 1 L E NUMBER ` ` . , . (FURTHEST UPHILL) (MOST DEMAND) (FURTHERST DOWNHILL) __- INDICATES CONTROLLER . .. GPM - - 14 34 17 �-- INDICA TES VALVE GPM WATER METER (2") 0.01 0.9 O. PSI INDICATES VALVE SizE SERVICE . LINE - _ - 0.02 0.13 0.3 - . . _. - . ' GATE VALVES • - . - ' . _ . 0.15 ' 0.3 5 - 0.2 0 . - BACKFLOW PREVENTER i 0.0 9.0 10.0 .. Y -STRAINER - 0.1 0.2 0.1 � � ' . - 1( / .:� - . MASTER VALVE . ' 1.0 1.5 1.0 - - 1.t S ` VALVE - - - -- - ---- - .- ---1.5 _ - ___1.5 ---- - - - 2.5 - - - .- .- -- ' r_.._. -- - - _ _ _ �-- _ .MAINLINE '. 2220 l .fi ( (1500; 5. fi(750:)6.0 , , LATERAL LINE & FITTINGS . (100, 3.0 (95� 2.7 150 1,5 . ELEVATION CHANGE ::-' . : \11.. - +55.5 24.0 +30.0 13.0 -45.5 + 19.7 `y//1 s .. ! ' u v� r TOTAL PRESSURE LOSS ._ . ' . 41.4 34.9 - 2.0 PSI . t_w� . . '� -0 t � 6 - _ MIMiNUM OPERATING PRESSURE 30.0 30.0 30.0 PSI Z . MINIMUN PRESSURE REQUIRED 71. ,� 4 74.9 32.0 PSI ..h AVAILABLE , PRESSURE (P.O.C.) (AVE.) 75 75 75 PSI 1 _ 0 (HIGH 80/ LOIN 70 ) . - RESIDUAL PRESSURE . 3.6 0.1 -43.0 PSI . /Ldp - . _ H - - . . .. . - ' ' SHEET KEY N.T.S. _ . . _ . 1 . - - r.. . _ _ - .. _ .t -. . - .. ._ - _ - . . - _ - _ . _ a • I e1 �Yi' /'r/ iK1. / +! •)' _ 1 I J . +lir . I . •` _ �, L - - ... - . . . �. , . . - OF.. ..CITYANS ..... . I . ­ _. . . - I . ' - •S - - ­ _'. . ­, . . . .... 1. . . , ­ . .- ­ - � I .. I., I . . ­- i, - . . I - . ­ ­ . 1. 1". . , . - 5, 1".. �-... . --,. - -� . . ..., .- , -, ..,_r! __%. I., � - ­.. . .. I � . ._...... I- . ­.. .%I 1.. . I. .: I I. . I . ... .I _. . . .. . . . . .... .. - . '.. I . ,,�._,I'.­� . .. �,..... � - : . . 1 .. 1_ . . 1. .- - . � . _ t . . _.:. �I • - , . - • V � � . . . . _ - �t , ,.I. .;.,� - , . � -. 1. . � ''4 I ­.- ... . ., . -I..1 .. I ... ..,-r.r.. _. __ I . I . . . 1 • 11 _ I DRAWN BY.. . . - SCALE: : � I . ...t 1. _ ,'� . :� Z�. _ . - .-.,­. 1 . . - .1- '1. * ..- . __ . , � . 1 -2 • f _ .I1.,� F._,_. . � I - .. -. .. �- �- � . . - �4 - _ _ r .DESIGNED BY:,I ' - - . , .. . , 1. DATA . I .. - _ , f - L ' , . CHLpCLD ©Y: APPROVL•D BY: ! � 5 DWG. NO. . . . ,. .• . .. -. - .. ., .-- . - 2�?O C: iY TNiT`--CP RCX. 25116 Lam. Del'. � ;2.719 IN %., . . N_ I � .4 - - .. t • r- -1 �.._ -1 a % _. '. 4 I% - - %I I . S 1 T1! S C A P E 5 Landscape Archifecfure . and Planning 180 NewpUr Center Dr., Ste. 210 Newport Baach, CA, 62660 Richard Polhamus, License CA -#2782 (714) 6444370 (714) 644-9396 FAX F V) � W -<� F--� �- - 1 Z - • F-4 (::) LU � �_ P-� �7 I 0 z 0 z . �_- C) z . E.-.� Im� 0� . ,:� F -i . - . 3 - _- : a .� . = (* .'�) . . . . . . I F_- I� . ' f t , .. . .. _ DWN ,:; CHK . ,- . i -, . . .. . . - - - a DATE - : - . . .. -,8/30/ .-- 99 ' ' } -- 4�.. 1 I 98-032 !, � .. .. - . �. _.. ". I_ 11�' ­ . . _.� 1. - ;i .. I- �.. - . - . _. I - '. ..... I . _. : ,. 1 3 _ .f . �; I AMENL - . . . - . , . . - - - . - ":_: ..,. I 1�I - � . . . I .,-. . - . . . I � . I � I f � . 9 *, . . . , ; � . .. . .... I..... .- �.. . . . . . .1 ­. . . . ­ I ...­ '..- . . of 22 I • , .. h - i 0 • • •. • - F V) � W -<� F--� �- - 1 Z - • F-4 (::) LU � �_ P-� �7 I 0 z 0 z . �_- C) z . E.-.� Im� 0� . ,:� F -i . - . 3 - _- : a .� . = (* .'�) . . . . . . I F_- I� . ' f t , .. . .. _ DWN ,:; CHK . ,- . i -, . . .. . . - - - a DATE - : - . . .. -,8/30/ .-- 99 ' ' } -- 4�.. 1 I 98-032 !, � .. .. - . �. _.. ". I_ 11�' ­ . . _.� 1. - ;i .. I- �.. - . - . _. I - '. ..... I . _. : ,. 1 3 _ .f . �; I AMENL - . . . - . , . . - - - . - ":_: ..,. I 1�I - � . . . I .,-. . - . . . I � . I � I f � . 9 *, . . . , ; � . .. . .... I..... .- �.. . . . . . .1 ­. . . . ­ I ...­ '..- . . of 22 I