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HomeMy WebLinkAbout3634-6CONCRETE NALK OR FOUNDATION 2'° _..._ 10" VALVE Bax MARKED W/ 2" -FINISH I fT OF MULCH LETTERS READING Q.C. QUICK COUPLER VALVE a W/ LOCKING BOLT LID 12" MIN. FROM HARDSCAPE MATERIALS FINISH GRADE --"� f -O L - I P Y ' -INSTALL VALVE — ,11-11=1IL-7II�11=ARM, THE OM C ISFIN I I=TI—I i 1=1 11=1 i 1=1 I I=i I F FINISH GRADE 6" MIN PEA GRAVEL I— t 4 t 4 2 x 4 RWD OR BRICK L NOTES SYdI ASSEMBLY: IN 1 L i) 11 1! 1-1 1 1 .. i i I-1 I I-1 I ��f (, i BRASS siREEf ELL iYP. I). ILS Ids" L! tom" .Ge __ )j) { jj _ ( 1 SAWI2 A AL I— I ! 1 I I ({ I { i j' ° I (I :. , I i { 1 (1—) I I �I . r , Ii) o ! I I I (I I— RASS NIPPLE 6" MIN 2). NG T E S. L5 IAS T 7 If�AeVI1dC sr —C I B). VIDES FINISH BRASS PVC LB AFT PVC SHC 40 TEE OR ELL FINISHE IN AREA-----, +° RADIUS I" LATERAL LINE SIZE TO BE NOTED ON PLAN I °" MAINLINE NOTE: E: 24" MIN. #4 REBAR, ATTACH t ..-----__-- W/(2) STAINLESS STEEL BANDS - II G �_ 2" X 4" RAD BLOCK USE TEFLON TAPE ON ALL THREADED FITTINGS TI IL - COMPACTED--l- 1/41' 1/4" 5 NTI GLATERAL PIPE I CU. FT. PEA GRAVEL A POP-UP SF-119INKLER HEAD B GATEL VALVE CURBING BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE w/ VALVE # ETCHED IN LSD 12"X18" PLASTIC BOX AND COVER WITH LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24") FINISHED GRADE C*nIRAICTOR TO VERIFY MOPM AM LOCATION WATERPROOF WIRE CONNECTION6' MIN FROM HARDSCAPES , �PUTH CITY 12`°OR 6" PRM 'TO I HARDSCAPE CHRISTY'S LD TAG (STANDARD) A NOTED :..: 4.:C.•I.FN:,VCK>H=FILL AR!D SATUNRGAT E AND COMPACT TO NON PRESSURE LATERAL LINE IDE I A A A% IN G%3 WFINDICATED GA SECURE TO SOLENOID PIGTAIL LATERA_ LINE I I P INDICATED ON I . PRESSURE SUPPLY LINEPROVIDE IRRIGATION CONTROLLER CABINET N INDICATED FINISH GRADE /4" NATIVE BAcKFlU 2' MINUSNOTE-. ON DRANINGS. 11 li II 11I t —111 °�I " T TO VEMFY AS I OI LL ALL 1 TC WRES WIETC.M0N PRESSURE LA UNE W/ PO HIRES, l TE AT EX15T1 LE. S.C.E. � SEPARATELY SL AND VERIFY T LOCATION TERMINATION . NTH SC.Q. PRESSURE SUPPLY UNE W/SLEE E PAD NTH iGil 03 kT TO Ht PROVIDE 2O7-4 I CONTROL ARE SLEEVE ALL I A MINI OF lb" nlT AND T 51 A B ON T CONDUIT 12°M . T 2 PY NTH " " INSULATION. OF VAL SO NOIR12" SAND Flu FINI E. ALL I ISA GRAPHIC REPRESENTATION FOP, M I III I VMIN I IS. OF A . INST TION. ICAB =PVC LINE PIPE 2" M11 ;µ. FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO — LARGER THAN 1/2' INCH IN SIZE. THIS WILL BE PERMITTED IN THE CONT. 4--- NON—PRESSURE 6" INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER " " " A 151, MIN � �" LINE FITTING OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. SI OF ! T Vi X lb'D X HIGH UNION CONNECTION MIN AND ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% 120f2 — � —PEA GRAVEL SIZE OF C,ONr� = 52'W X 24"D X �" THICK B as $'� -.� INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER INSTALL ALL PVC PIPE WITH LABEL UP. p CIT)' t�F FONTANA (MIN.3 CU. FT.) MN/ A AT 12" O.G. TYP SPEC. 1 16ATION N STANDARD PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE SNAKE ALL PIPE IN TRENCH. 12 GIS BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE PANEL FOR COMMUNITY FACILITIES DISTRICTS PVC ELBOW (TYP. 2 PLACES) SLEEVED. SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE (GFP'5) PVC LINE PIKE $ INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL CHANGES IN DIRECTION. I. T L 152-ft-0a, 52 STATION FIELD TRAFFIC WAYS WHEN INSTRUCTED 13Y INSPECTOR.SATELLITE PRESSURE MAIN 2' AND LARGER SHALL BE P.V.C. CLASS 315 2. MOUNT IN STRONG BOX M 24 f12 COMMON WIRE PVC SUPPLY LINE FITTINGS(SXSXS) SLEEVES SINAL. BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY SMALLER THAN 2" SHALL BE P.V.G. SCHEDULE 40. 1— — � (STAINLM5 STEW INSPECTOR b" DIA. X 12" D. CONTROL WIRE —'°, CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN p� BOTTOMLESSFINISHEDE �• I TNM �°°� PC `PIGTAIL` TE CONTROLL IF S ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. � TION. PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. CONTRACTOR SHAI1,. PROVIDE 24" INCHES OF COVER OVER PIPE I� FII L PA Y 4. I CA SCIENTIFIC, TNG, TIPPING NOTES: SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE F� e ss FILL hllThl GRAVEL // /,/ 4< (HEAVY DUTY DEL) 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 3' AND LARGER. i d S. I I A (5113) MO 45-65 TO .,._.._ .*. a �, s ; ///�/ //% �� INTERFACE hl1TE1 hl IN DEVICE. 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. 4 , ..t" :a a"..�' 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. #4 REBARS / b. PROVIDE RADIO LINK KIT 1611 TO ICATE NTH GROUND FOR ELECTRICAL L COMMAND. ALL 10 I T SHALL BE 4, ONE VALVE PER VALVE BOX �°� - �1`••_` 516"DIA X fOCOMPATIBLENTH VHF. ARTICLEROD PER -SI 7. PROVIDEOROtROTEGTION FOR EACH OF 1440 Sf4"G, 166 SATELLITE CONTROLLER. CURTIS NENMAN CALIFORNIA TURF (614) 520-6161 (blq) 7015- 44 (P ( ) T14-b IN OFFICE) TE Cuf­'NTNr_"/01L VALVE F PIPET I TI _T ELECTRIC A. BARRIERS 20'LOWv A0,JACENT TO THE HARDSCAPE D. NEXT PLACE THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS THE E. PLACE CENTER OF 2O' STRIP AT MIDPOINT OF TREE. FACINO TONARO THE TREE AND ALIGN IN A STRAIGHT FASHION. IT 15 I (D4' DIAMETER STEEL POST CAP SECURE USE DEEP ROOT BARRIER L5 0-2 FER, THESE SPECIFICATIONS. HELPFUL TO PLACE TI•IE BARRIER AINST THE HARpSCAm. USE THE TO PIPE B. DIG 714E TRENCH TO THE PEPT14 BASED UPON THE PARTICULAR HARDSCAPE A GUIDE AND BACKFILL AGAINST THE 5ARRJER5 TO TIPPING BUCKET BRACKET BARRIER An CLEAN SMOOTH FIT TO THE HARDSCAPE. SURE TO tKEEP THE 13ARRIERS DOUBLE TOP E06E AT LEAST If2" (15W) TREE f B FM PLAN Q IfDAIBLE ALL WEATHER G. INSTALL THE BARRIER, USINGD OT L) BARRIERS TO EN TS DO Aar N O TOP. CTRONDUIT, CONNECT 6 BOX TO BOX. 51WLY PULL THE APPROPRIATE NUMBER OF PANELS OUT OF THE 13OX (TIPPING BUCKET RAIN GAUGE, INSTALL .,�(GO ) A SEPARATE E. PLANT S). LINEAR 5 ® A M EXPANSIVE PER MANUFACTURERS RECOMMENDATIONS. GT TH. lNSTALLNO R T UNIVERSAL BARRIERS IN A ROOTIN5 GROWN ARMA, HO SE 501L AND DRAINAGE 3 5@4" DIA GALVANIZED STEEL PIPE POST. - LINEAR FASHION YOU WILL NEED TO JOIE! THE APPROPRIATE M243M OF CONDITIONS MAY EXIST IN THE AGTUAI_ PLANTING, AREA. TAKE S TO HEALTHY NTH OF AT PLANTING, LT KITH Q!)WEATHEFJ PROOF ELECTRICAL "J-BOX 2" DIA LODGEPOLE PINE TREE PAI LST A LOCAL A IST PLANT! TIPS AND ATIONS. DRILL 1 DIA HOLE THROUGH PIPE STAKE COPPER NAMENATE 5 AND MOUNT BOX TO PIPE. TREATED AND DRIVEN IN GROUND --SHINGLE NAIL OF FOOTING AWAY TO 2FT. MIN. DEPTH. 2 REQ'D 51 LK 21 GRAM A6RIFORM TABLETS� 3- PEIR 15 GAL. TREE Dt AndC' I --=CINCH TIE' (4) REQ'D LODGE POLE ON " FINISH SURFACE. ® {N �- 24 X TREE T T a ARBOR GUARD IN TURF AREAS 4 4- X TREE „ ( NATURAL COMPACT-ED SOIL TREE TRUNK I/4" MULCH 1- I GAL I PREPARED BACKFILL MIX, SI K �Q ® ap 2 a A 15 GAL SHIRLIDS 12 MAXI- DIA ELECTRICAL PVC RIDGED CONDUIT SEE SPECIFICATIONS CINCH TIE � K,6iT�I BASIN as �� a FINISH E T g FROM PIPE To CONTROLLER. M? I DO NOT TWIS '-`'g" ° �� _ _ (. PROPOSED CONTROLLER ENCLOSURE ( 1 SQA k j 3" HIGH WATER BASIN, ° AT TIME OF PLANTING PREVAILING Nd4NDIG} L II } Iipp �_,I1 AI eC }inC�i 1C1iC= }iI ROO \ M= CCI�I►I---1.-kI��I4-=CI--CI=_ I ` — iR� �_- iBALL - 1/21' ABOVE STAINLESS STEEL HOSE CLAMPS (2)EACH DIRECTION 1 >2�xT- FINISH E .-1 I� t�11� ACID WASH STEEL PIPE PAST STEEL PAST—� FINISH GRADE BALD BACKFILL MIX - P SPECS. AND ELECTRICAL -J' BOX THOROUGHLY. ....PAINT WITH T COAT RUSTOLEUM PRIMER 2 COATS OF FOREST GREEN EXTERANO IOR RIFORM TABLETS TO BE HIGH PAINT. . - OVER-EXCAVATE AND T ADDED PER MFG. RECOM DS. "NATIVE IL =,C ►� I I� C C� I 9 _-- �I �CII�LC�II �ICIC�CC-I► _ 2X DIA. OF �2 Ir R001BALL RO OT' BALE N1iDTh1 1 ` 1 I TT VI I T T I TL T TPLANTING REV. REVISION DESCRIPTION DATE ENGR. CITY DATE QCITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT� Q� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN ��� p�, o DRAWN BY: Mtae $ C K URESCALE: HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY " ' `+ _° `F TIOX CON CADD T NONE DIAL TWO WORKING s � 15 South 5th Street DESIGNED BY: NTENANCE I T DATE: BEFORE BAYS BEFORE ENGINEER MAY REQUIRE REVISIONS TO THE PIANS TO BRING THEM INTO � Redlands, California 92373 S.T.B. ~°"" 6/2/04 YOU DIG YOU DIG 4 a CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 2725 ��� f (909) 798-7490 Fax (Sas) 307-8235 CHECKED BY: A OVED' DRAWING NO.: TOLL FREE 1 —800-227-260D OF CAt \Fa CA Lie. Na. 2715, NV tic. Na. 466 O A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT stolon arch.com j. D. X034- � CI R R.C.E. 51152 DATE 6