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HomeMy WebLinkAbout5230-11C) N LA m ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ MAIN SUPPLY, LATERAL AND WIRING FINISHED GRADE - r 6" b"!N FROM HARDSCAPES ' " LATERAL WATER PROOF CONNECTION NON PRESSURE LATERAL LINE 'NIRt4G 0 `,.. MAINLINE CLEAN BACK FILL SATURATE AND COMPACT TO 90% .-FRAC LINE +; r INSTALL AO ROU14U PLASTIC B0; WITH LOCKINC Lit) HARDSCAPIhV a . . ! 1V PRESSURE SUPPLY LINE SPLICE BLOCK ' MIN. 24" ABOVE GRADE I' NATIVE BACKFILL 2" MINUS -----CONTROLL WIRES ., FINISH GRADE t NON PRESSURE LATERAL UNE W/SLEEVE CLEAN BACKFILL f PRESSURE SUPPLY LINE W SLEEVE r �:;: - - �, � I � ! �� •y ..: CONTROL WIRE SLEEVE SAND BACK FILL .;' -II .. IR -R. CONTROL Wo 71 FRE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LAGER THAN 1/2" INCH IN SI2E. THIS WILL BE PE, I I :_ ..•... :<- ti:` » 1 6 / PERMITTED 1N THE . ' s" INriAL BACKFILL MEASURED 6" FROM THE TOP OF ,PIPE. THE REMAINDER ` =.: ', ". ; .-. ,f fMIN OF TRENCH CAN BE FILL WITH ROCK SCREENED 2' MINUS. - 2a x Rr O BLOCK NOTE`S. MIN AL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% "..:. INSTA%LL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER INSTALL ALL PVC PIPE WITH LABEL UP. PROVIDE A 20" LOOP OF WIRE SPEC:. " IN ALL CHANGES of DIRECTION 1 ,, ,U. FT. PEA GRAVEL SNtKE ALL PIPE IN TRENCH. GREATER THAN 30 DEGREES REMOVE ALL :SLEEVES TO Bc SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE TAPE AND BUNDLE WIRING AT TIES AFTER ALL CdNN�fi0CV5 SLEEWED. BU3DLE AND TAPE ALL CONTROL WIRES AT 10 O.C. TO PRESSURE HAVE BEEN MADE * INCCR " SU'PLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE 10' O.C. MAXIMUM To MAINLAINE. EASE THIS DISTANCE TO 3fi WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL CHANGES IN DIRECTION, TRAFIFIC WAYS WHEN INSTRUCTED BY INSPECTOR. PRSSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 NATE: SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY - SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40.II'JSPfECTOR REMOTE CONTROL eOX MAY BE USED IN LIEU OF SPLICE 80X. CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT L1NES WHEN PLAN SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND PLAN VIE1N MA"JUNE INSTALLATION 1S UNDER ASPHALT OR CONCRETE. PROWID£ A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GRQ UND LI - CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE SE:VING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER_ NOT`: DO NOT INSTALL 120 VOLTAGE' OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL W RING �Ra'i�ss�o Ap OV BY: CITY OF FONTANA CITY OF FONTANA 0.a�y��ssr, PROVE Y CITY ©F FONTANA oRo>r�ssrlo, CITY OF FONTANA A ROVED BY: - APP OVED BY: oar �~ ����� do��� ��� D . ��� ������ S,��y��r,� ��! - �,�4�' ���fi►'� 5,����h� f ,``�� a��0 s,1 �yp0 `�yc �, �, --- � - �� � � � M o' � � � �` � �. • ' � SPLICE BOA f No. 51152 CITY Eh�E�ThiEER BATE TRENCHING DETAIL "� Na. s115a CITY ENGINEER DATE � � � � RIGARD# :$ ►hfDov�t, PIPING AND WIRING Nc.5115:2 CITY ENGINEER DATE No. � CITY ENGINEER DATE SLEEVING DETAIL EXP. 9130105 RIG�#R�O SANDOVAL RICARDO SANDOVAL ASSEMBLY RICARDO SANDOVAL * EXP. * _k Exp. 3=5 r :` ,rr CIVIL REVIEWEE : 3Y. -Iirr __Ras dt_ REVIEWED BY; imnt y Rastcdi REVEEWED BY: T;.�, 4•� EXP. 9130105 DATE 9.F...1.T REVISION: 1-25-00 STD. P 5415 J�7f' l� G���R ,�j ,rj CML �� REVIEWED BY: T�mottiv Rnstadt _. LAN NO. SHT OF '� OF CRLt� DATE OF LAST REVISION: a —2a-00 STD. PLAN NO. 5016 gHT '� OF "� '�jt C tits DATE OF LAST REWSION: � �'2 =00 STa, LA�� hIQ. 5i�11 SHT '� df �i 9jE of C�l�i � `� DATE OF LAST REVISION: 1-28-00 STD. PLAN N0. 5018 SHT i OF FINISHED GRADE PRESSURE REGULATOR PRE-SET 020 PSI AMETEX PLASTIC VALVE BOX WITH COVER BOX PART NO. 10-170-001 /GREEN COVER PART NO. 10-175-004 OR APPROVED EQUAL ELECTRIC REMOTE VALVE BOX w/LOCM 10" VALtiIE BOX MARKED W/ 2" LETTERS READING Q.C. QUICK COUPLER VALVE I 5"t -A I IFI I E FINISH GAGE W/ LOCKING BOLT LID— I ; 18" 12 MIN. FROM HARDSCAPE MATERIALS FINISH GRADE =III III =1 117711 II� - I l I _ JJ ,I _ v -.1�1� 1�P INSTALL GATE VALVE GATE VALVE MALE ADAPTOR &" MIN PEA GRAVEL 18" s"�lpi _ 2 x 9 RWD OR BRICK _ BRASS STREET ELL TYP. I' RASS NIPPLE 6" MIN MAENUNE - o ; 6" is 2" X x" RWD BLOCK PVC SHC 40 TEE OR ELL LATERAL LINE SIZE TO BE NOTED ON PLAN d 4 ' I CU. FT. PEA GRAVEL 24" MIN. J4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS 4 INLET 2"X6" RWD BLOCK OUTLET I NOTE: ; FILTER WITH 200 MESH MIN. USE TEFLON TAPE ON ALL THREADED FITTINGS FILTRATION PEA GRAVEL BELOW. MINIMUM 1 CUBIC FOOT NOTE: INSTALL CONTROL VALVES MINIMUM OF 3 FT. APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. a , Ess APP OVED BY' CITY OF FONTANA QRo E5S10yq oVED BY: CITY OF FONTANAROVED Y. CITY OF FONTANA S��d�c ���`�� q�p0 s�Hpf E J �I No. 51152 CITY ENGINEER DATE GATE VALVE Na. 51152 CITY ENGI KEER DATE QUICK COUPLER FiICARDtI SANDOVAL RICARDO SANDOVAL o• N 51152 CITY ENGINEER DATE AUTOMATIC DRIP VALVE * EXP, 913WOS * * EXP. 9130105 � RiC11►RDO SANDOVAL REVIEWED BY; �,II� ncJt REVIEWED BY: TimQthy Rost .dt * EXP. 0130105 cntlz Y__CIVIL REVIEWED BY: Timothy aaStedt t�{F OF cg\i � DATE OF LAST REVISION: 1-2B-00STD. PLAN NO. 5019 SHT '� OF '� F OF CA�1E�� DATE OF LAST REVISION: 1-28-00 STD. PLAN N0. 51 21 � SHT �I OF '� ���f� CWIL q'�`� 1-2a-oa OF CAME DATE OF LAST REVISION. STD, PLAN NO. 5038 SHT 4F l CITY OF FONTANA DRAWN BY: SF, SK, YM PROJECT NAME DESIGNED BY: MILLER ARK AMPHI EATRE DATE: JH 07/29/2014 CHECKED BY: APPROVED: / WG NO. 2 BAX CITYENGINEER 51 L A N D S C A P E ARCHITECTURE 310 N. JOY STREET CORONA, CA 92879 T: 951.73 7.1124 F: 951.737.6551 Qf -{ I NATURE rn n 9/30/15 EXP. DATE JT9lF�\P OF CAISFCi CONSULTANT STAMP: PROJECT: MILLER PARK AMPHITHEATRE PREPARED FOR: CITY OF FONTANA i. !: l 16489 ORANGE WAY FONTANA, CA. 92335 . :..:.....tt.>A CONTACT: DAN WEST PHONE: 909-350-6530 PROJECT TRACKING DATE 1. 1 ST PLAN CHECK SUBMITTAL 7-29-14 2. 2ND PLAN CHECK SUBMITTAL 1-20-15 3. 4. 5. 6. 7. 8. DELTA REVISIONS DATE 1. 2. 3. 4. 5. 6. 7. 8. DATE PREPARED: 07-29-2014 DRAWING SCALE: NTS DRAWN BY: SK, SF, AN, YM DESIGNED BY JH CHECKED BY: BAXTER BMLA PROJECT NO: 10011210 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHEET DESCRIPTION: IRRIGATION DETAILS L-11 Sheet 11 of 15