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HomeMy WebLinkAbout5164-14MAN SUPPLY, AND ' ` 1 `-' LATERAL WIRING LATERAL ; s ''� MAINLINE 9" INSTALL A ROUND PLASTIC BOX WITH LOCKING LID SPUCE BLOCK �" _` WATER PROOF CONNECTION MIN. ABOVE GRADE i FINISH GRADE CLEAN BACK FILL SATURATE AND COMPACT TO 90% HARDSGAPINC FINISHED I GRADE 6" MIN FROM HARDSCAPES .Air \ ;IPI" `all =1; - = » .�.. 1.=11.44,44.4044+40411#1=� �;l - 1=11=gx► r' : T- , -- 1rah494, ; ' ; "•'� •� ..--. * � ##sr# ##s�# r�t� 4*tt t#t �'# l# E# t#. # l�tr4.#.40.'� .,:11= Ftr e 40 •'t er s't 0 �# �� �#�= r�I�� NON PRESSURE LATERAL LINE 111 i1�- t�. 'lir�. ,' r;, LATERAL LINE Wi 4 II Filla PRESSURE SUPPLY LINEI1=n-11#Ii WIRING Ulm •; .�r�: 2" *I4 �;V, � � �� _ �`% 'ter I I I ' I I I II 4 II , . _ .•.. ! - ra.ri rr rr -- �� �� �� +'� [ �, e• e0 oit..1f. fua fir = •• II..It NATIVE BACKFILL 2 MINUS J... ,w` I:*�:II«r '# s!l 4'#o�� # tl- 11:-■"«II :� N ,�-: .- .. - ..411::.x II--11-► 11. ,,Lim 11=11:,•, "„ II--I n-11=�► s"� f �� Mir �►� 4`r E,.� ti�.� �01 .x,.,11»-f ��tive,41-,a14*�P4;1 4 air.,'44 `40:11:-1 , tom, ori E��,�.�, ♦•�� �� �� s�1--1E- �. �! AASI �� �'I 4l s'r o�-#t:r1LEGEND: i�� 1�� . � -:�,- ...Iii ... .. _ ,:. , :11 NON PRESSURE LATERAL UNE W/SLEEVE _. PRESSURE SUPPLY UNE IN/SLEEVE P111 I.. f 0 iii � � �- ��� 111 III -II -���-,. it# 1P IIV'S:V&A ' `t`# rI • _J4f4±14. CONTROLL WIRES Will ill #r: II�1 =11= PP-#11#�. JP�- �""'a1 --�� 14 1Aliki11 11,x. i 11,E _ I�--�11. CLEAN BACKFILL =1111 � � --i--�- ---- _-- 1 3 !9 i i 1=1 = 'I;--�•�r♦'.����"sY 11 _ i I Ili -y t -- �---�+ -; Tri, . IRR. GONTRI L Wfl�E 1. CONCRETE MOWCURB PER DETAIL ON SHEET 23 2. DECOMPOSED GRANITE COMPACTED TO HICK MIN. COLOR & SIZE PER PLAN�: UNDISTURBED NATIVE SOIL 4. FINISH GRADE IN TURF AND/OR PLANTER AREAS . i ' .. �' ' "'• ' �t tJ ' •, ir-,I:.:.� t° _ E �'' , t � •i.. . ;•:% �_(r CONTROL WIRE SLEEVE � � I{I? �'#r SAND BACK FILL.r''': j.;-J!iLI 111116;,' --',' � __a �. �: y`_ = =.:; is .• - •••, :. i ) -.......13. W- FINE GRANULAR LARGER THAN INITIAL BACKFILL OF TRENCH ALL BACK FILL INSTALL ALL SNAKE ALL BUNDLE AND SUPPLY UNE CHANGES IN PRESSURE SMALLER THAN CONTRACTOR MAINLINE INSTALLATION CONTRACTOR SERVING A 3"AND URGER. "MIN 1/2" CAN IS PVC PIPE TAPE AND DIRECTION, MAIN 2" SHALL SHALL DRINKING MATERIAL WILL BE PLACED ON ALL LINES, NO INCH IN SIZE. THIS WILL BE PERMITTED IN THE MEASURED 6",. FROM THE TOP OF PIPE. THE REMAINDER BE FILL WITH ROCK SCREENED 2" MINUS. TO BE SATURATED AND COMPACTED TO 90 PIPE WITH LABEL UP. IN TRENCH, ALL CONTROL WIRES - AT 10' O.C. TO PRESSURE PROVIDE A SERVICE LOOP AT ALL 90 DEGREE 2" AND LARGER SHALL BE P.V.C. CLASS 315 SHALL -BE P.V.C. SCHEDULE 40. PROVIDE SLEEVES OR CONDUIT LIKES WHEN IS UNDER ASPHALT OR CONCRETE. PROVIDE 24" INCHES OF COVER OVER PIPE FOUNTAIN OR PRESSURE MAINLINE • , . I,. : • F •- .-, .: H - 4 --- - . .. ` . '' , ' �"� � i,,• • 2 MIN- 1=,11=1 ?=1[ =II=11=11=11=i1�,1 6" �'; �. ' �; 6 2 x REVD BLOCKA CU. FT. PEA GRAVEL NOTE: REMOTE CONTROL BOX MAY BE USED IN UEU OF SPLICE BOX. DECOMPOSED GRANITE DETAIL '}(MIN NOTES: ., = _.., " ' PROVIDE A 20" LOOP OF 'MIRE IN ALL CHANGES Of DIRECTION GREATER THAN 30 DEGREES REMOVEALL TIES AFTER ALL CONNETIONS INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY UNE, SIZE PER SPEC. SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE SLEEVED. * INCREASE THS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY INSPECTOR IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUNDLEVEL. TAPE AND BUNDLE WIRING AT 10' O.C. MAXIMUM TO MAINLAINE. HAVE BEEN MADE PLAN VIEW 1 0 .. .... NOTE.. DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING S '4) k< /\/ / ',1 /\7 ► /�� // /\y\ 1 , .plzu��! !:t.�.��II� vfES$to AP . _ DV i BY: CITY OF FONTANA cc-D iRtktfESs/atie� A • ROVED BY: CITY OF FONTANA M ESSto r CITY OF FONTANA �, 00fESS/44 App • OVED BY: / CITY OF FONTANA It.�:IrPRO7Y. ��. � � S� �� r BOA Asa ° �' Op a, r f8 `��' ���� t, N�. _ . � �Q� 5� eta, .� _ 5 ��a ,', No. 5115 CITY ENGINEER DATE RICARDO SANDOVAL * EXP. 9/30105 * REVIEWED BY: Timothy Rnst�d# SLEEVING DETAIL No. 51152 EXP.B130105 CITY ENGINEER DATE RICARDO SANDOVAL � RnstPd REVIEWED BY: mathy PIPINGAND WIRING �' No. 51152 CITY ENGINEER DATE RICARDO SANDOVAL ASSEMBLY ExP.3}31�`05 * REVIEWED �i(: r...�t�'-..�I.s�.��t �� �~y !SPLICE No, 51152 CITY ENGINEER DATE RICARDO SANDOVAL � EXP.9130I05 REVIEWED. BY: _Timothy_ sted_#___ TRENCHING DETAIL ► Q Q LEGEND CIVIL ., ma. CIVIL frjq G6 N, e OF DATE OF LAST REVISION- 1-28-00 STD. PLAN NO. 5018 SHT 1 OF I sj . , i.ww...... � OF DATE OF LAST REVISION: N: :-"28-O3 1 STEL. PLAN NO. 5417 SMT 1 OF 1 �� DATE OF LAST REVISION: 1-2.8-00 e. OF STD. PLAN NO. 5016 SHT I OF '� sr 1-28-00 E OP DATE OF;;i AST REVISION: STD. PLAN NO. 5015 SHT 1 OF 1 GALT Ck0 CM.‘ CAt1� • VALVE e0X W'LOCK FINISH GRADE 10" VALVE BOX MARKED W/ 2" LETTERS READING Q.C. QUICK COUPLER VALVE W/LOCKING BOLT LID N 12" MIN. FROM HARDSCAPE MATERIALS FINISHED GRADE PRESSURE REGULATOR PRE-SET 020 PSI 1 1. 7" VALVE BOX, RAINBIRD SEB-7XB 2. LANDSCAPE DRIPLINE TUBING 3. FLUSH PLUG 4. MULTI-DIAMETER COUPLING - RAINBIRD MDCF-COUP 5. BRICK (1 0F2) 6. FINISH GRADE/TOP OF MULCH 7. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL 8. FILTER FABRIC NOTES: ALLOW A SMALL AMOUNT OF TUBING PLAY INSIDE THE VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. AMETEX PLASTIC VALVE BOX WITH COVER BOX PART NO. 10-170-001/GREEN COVER PART NO. 10-175-004 OR APPROVED EQUAL ;••••- 3/4" ELECTRIC REMOTE i1. ' .....3.._1 -• _ i 1 1 _ jj�jj3i#j� -. j I -- � � I I= _ --� i - B FLUSH CAP DETAIL FINISH GRADE L 1 ,-1 I -.�._ _ iii► . INSTALL GATE VALVE ` `.--1.11 � _ - .rr. Jrr.1 _ rti - - -s• 'aa ^Elm\i""':!1' • • =111=111:-_-_11 1-. I I. rai, 111 I 1 I 1 i .1 I 1 111- - qtr=:11 11-1�=-1=11.=!=l1-,11=11F-11=11..II. _ :� �P-41 _ 11,41 _ :1 f� 11 11[11 �_ 1=11,11711#11!=n4117=1110411:=110 _. 11 I '- ' - ii 11 !! t ff 1# ii III a �'S GATE VALVE a � PVC MALE ADAPTOR . -�11 6 MIN PEA GRAVEL 1 //, - - , ` - 1 � [ � 6w • 2 RWD OR BRICK -- f-_ • LIIi: BRASS STREET ELL nip. �,• �..,. x .�'111 ;.. •t RISS NIPPLE 6"MIN ...4 .i.1,4414' o © 4 ' .IBIOMILI I PVC SRC 40 TEE OR ELL LATERAL LINE SIZE TO BE NOTED ON PLAN 24" MIN. #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS NOTE: - 6w 2" x Af RWO BLOCK 1 CU. FT. PEA GRAVEL - - 4 INLET 2"X6" RWD BLOCK OUTLET :' FILTER WITH 200 MESH MIN. FILTRATION PEA GRAVEL BELOW, MINIMUM USE TEFLON TAPE ON ALL THREADED FITTINGS ©Q�flfESS1p�,�` . _ ..OVER BY: CITY OF FONTANA 1 CUBIC FOOT NOTE: INSTALL CONTROL VALVES MINIMUM OF 3 FT. APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. _ vf.ln► VESSiosti APP OVED BY' CITY OF FONTANA SS o . * -ROVED :Y: CITY OF FONTANA �„�44�'`4��4 S�4,yQ0y - . / 4. (--.- _0) S,gyp, e vi e" ro 11Z7> -,,,c9 .4:6, k � � Sii#d� r +- � `c No. 51152 '° * EXP. 9134/05 * CITY ENG' EER DATE RICARDO SANDOVAL REVIEWED BY. Timothy Rostedt QUICK COUPLER No. 51152 " EXP. 9/30105 CITY ENGINEER DATE RICARDO SANDOVAL REVIEWED BY; Timothy Remief3 GATE VALVE - .. * N 5.1152 ' EXP.9t30#05 CITY ENGINEER DATE RICARDO SANDOVAL REVIEWED BY• Timothy RiiMedt AUTOMATIC DRIP VALVE CIVIL CIVIL CIVIL �je OF DATE OF LAST REVISION: 1-28-Oa STD. PLAN N0. 5021 !SHT 1 OF 1 �- ate of DATE OF LAST REVISION: 1-2$-00 STD, PLAN NO. 5038 SHT I OF 1 "e OF ii k GATE OF LAST REVISION: 1-28-00 STD. PLAN NO. 5019 SHT 1 OF I GA`s.1Ffl��� CAL C AI.IV'Q` DATE SUBMITTAL TRACKERD _ SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE REQUIRE REVISIONS TO THE CITY ENGINEER MAY REQ PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT GP ���0 ���'R#E 2Mil` '9,P �, P 1� e 0 c3 j; 0,, FRONTIER COMMUNITIES Q ylEiTREN`p,DS TR 18657 - CFD LANDSCAPE PLANS DRAWN BY: .1B, SF IRRIGATION DETAILS SCALE: ''- T n DIAL BEFORE YOU DIG %.,.."N.T.S. �� Y TWO W❑RKING DAYS BEFORE Y❑U DIG DESIGNED BY: SK DATE: 06-02-14 EXP. DATE 7/2/14 s�, DATE P 9lF OF CALVE °%\\ CHECKED K : -- r • �I4: ./ DATE r 7 DRAWING NO.: 51 14 21 REV. TOLL FREE _ 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT// REVISION DESCRIPTION DATE ENGR. CITY DATE B M CITY E GIFIEER R.C.E. 51152