Loading...
HomeMy WebLinkAbout3672-4GENERA!. NOTES: CONCRETE WALK OR FOUNDATION PROVIDE IOOA METER AND 5OA/2P MAIN G/13 HHERE INDICATED ON ORAWIN65 3/4" FOR TURF AREAS PROVIDE PANELBOARD 1^4HERE INDICATED ON DRAWINGS. 1-1/2" FOR SHRUB/GROUND PROVIDE IRRIGATION CONTROLLER CABINET PWERE INDICATED COVER AREAS. NOTE: ON DRAWIN65. CONTRACTOR TO VH21Ff LOCATION W CITY IW;FWTOR 2" ALL POVER WARES GROUND HIRES ETC. SHALL BE TERMINATE AT EXI5TION HA NIPHOLE. PER 54,.E. COMPANY REQ. SEPARATELY SLEEVED AND %-ePT THROUGHVERIFY EXACT AND TERMINATION REO. HTH 5.G.E. CO. • FINISH GRADE/TOP OF MULCH -SOD ELOSED PAD "TH SCH 40 R1610 CONDUIT NC PRIOR TO ��a6TION lift • / c PROVIDE 20 AMP ALL SLEEVING SHALL BE A MINIMUM OF 18' DELOH11^Ai 2 POLE BREAKER CONDUIT AND CONDUCTOR 54ZE-5 ARE BASED ON NONMETAL.LEG CONDUIT M AND COPPER CONDUCTORS WITH TYPE TIiHWTtINSULATION. VALVE BOX W/LOCK 10" VALVE BOX MARKED Wf 2" � FINISHED GRADE. ALL SLEEVING 15 A GRAPHIC REPRE5ENTATION FOR NEK PUMPSFINISH iI -, �- GRADE LETTERS READING Q.C. QUICK COUPLER VALVE ' ' IRRIG. OF A TYP. INSTALLATION 1� IERE APPLICABLE W/ LOCKING BOLT LID I I I-1 I I-1 I I—�-1 I—I I I I I I I-1 11—II I—) I—� I-1 I CONT. 12" MIN. FROM HARDSCAPE MATERIALS POP-UP SPRAY SPRINKLER PER LEGEND -INSTALL SO SIZE OF EOUIPMENT = 404 X 16"D X 54" HIGH 50 A 2P I.; I I I—III—III III— I- I FINISH GRADE v ...• v t THE BOTTOM OF THE CAP IS ABOVE FIN. GRADE AND 51ZE OF GONG. 5LA13 = 52'H X 24"D X B" THICK 120/240 ,� —' 1, 18 - W/#4 REBARS AT IZ" O.G. TYP O sN CITY OF FONTANA 12 G{R 1Gp Tpq�-F.� PVG MALE ADAPTOR i I I I I II _—ITi=► IF- I f �� I PVC SCH 80 NIPPLE PANEL FOR �IL�j � 5 D15�TRI� (GFD'y) li" MIN PFA GRAVEL DOUBLE SWING JOINT I. TORO NETWORK 8000 MODEL # 132-86-08, 32 STATION FIELD a 2 x 4 RWD OR BRICK M SCH 40 _ SATELLITE GGNTROLLEIZ. 2. MOUNT IN 5TRON6 BOX MODEL N0. 58-2455/12OV. �o, MAINLINE E RA55 n © BRASS STREET ELL TYP. RASS NIPPLE 6' MIN STREET ELLS L_ - J (STAINLESS STEED 8" DIA. X 12" D. 3. PROVIDE RAINMA5TER 32 PG P16TAIL' FOR REMOTE CONTROL.L 3» BOTTOMLESS GAOUND WELL FINISHED GRADE OPERATION. GATE VALVE 2" x 4" RHD BLOCK PVC SHC 40 TEE OR ELL PVC SCH 40 STREET ELL HITH PARICW/4Y COVER, FILL HITH PEA GRAVE 7 __,- 4. PROVIDE CAMBELL SICIENTIFIG ING,TE525 TIPPING BUCKET .• - HEAVY DUTY MODEL) LATERAL LINE SIZE TO BE NOTED ON PIAN —� ,,, • a:: _�� 5. PROVIDE SENSOR INPUT BOARD (5113) MODEL #195-63 TO I GU. FT. PEA GRAVEL PVC SCH 40 TEE OR ELL / / INTERFACE WITH FLOW METER AND RAIN SHUT OFF DEVICE. 6. PROVIDE RADIO LINK KIT #841-7611 TO COMMUNICATE ATH NOTE: 24" MIN. J4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS #4 OEBA` GROUND FOR ELECTRICAL CENTRAL COMMAND. ALL RADIO EGtUIPMENT SHALL BE PVC LATERAL PIPE m'• 5/6"DIA X 10' DRIVEN 6ROUND COMPATIBLE ATH VHF. USE TEFLON TAPE ON ALL THREADED FITTINGS 4"—]' - ROD PER ARTICLE 250-61 -1. PROVIDE 6ROI/ND ROD AND SURGE PROTECTION FOR EACH OF 1990 NEC, 3/4"0, 1#6 SATELLITE CONTROLLER CURTIS NEHMAN CALIFORNIA TURF ' (619) 520-6181 (619) 793-3999 (PAGER) (800) V4-88713 (MAIN OFFICE) A POP-UP SPRINKLER B ELECTRIC CONTROLLER AND ELECTRIC METER C GATE VALVE D QUICK COUPLER VALUE PRESSURE REGULATOR IF BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE w/ VALVE # ETCHED IN LID REQUIRED. SET AS SHOWN REDUCE PRESSURE ON SITE DRAWING BACKFLOW PREVENTER 12"X18" PLASTIC BOX AND COVER WITH STRAINER 140 �RASS NIPPLE 4 PLACES) LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24") MESH MO EL BRASS ELBOW GROUND GOVER/SHRUB AREA WATERPROOF WIRE CONNECTIONa BRASS ELBOW BRASS UNION OUT OFF TOP SECTION OF STAKE AFTER DRIVING INTO GROUND 12"OT HARDSCAPE CHRISTY'S I.D TAG (STANDARD) AS �� BRASS PIPE BRASS BALL RELIEF PORT BRASS BALL FINISHED GRADE MINFROMHARDSCAPES USE 3' GALVANIZED NAILS SECURE TO SOLENOID PIGTAIL VALVE LOOSE SE BIB 18 VALVE 6 3 4" / BRASS PIPE LOCK BOX m?� NON PRESSURE LATERAL LINE KEEP LAAN MORED I" BELOH TOP OF HEADERBOARD FINISH GRADE 4 `: CLEAN 6ACK FILLAND COMPACT TO 90% z — — 1 II I { 1 LATERAL UNE #4 REBAR I 4 ! I ► I " 1 I I» 11= i ! lV11 I I � 12"MAX. TOP I 12' VALVE 1 � — , SOL NOID 1 iv 5 1$„ 0 0 0 ba, F FOOTIN / OUNDATION PRESSURE QONC. STABILIZER PRESSURE -4- N : f°: NArnEaACKFIU. r MINUS I 1 NON PRESSURE LATERAL UNE W/SLEEVE1 N PRESSURE SUPPLY UNE W/SLEEVE 1�� LINE Y_G COENTROLL WIRES W11111 I I CLEAN BACKFILLOF 11 I I I�� - ' t_ T 4 I I 11a I�!iE1E3iil1{L�4JIJItdltltW 1 _ {PVC LINE PIPEUPPLY LINE TRUST BLOCK FRONT SUPPLY LINE (INTAKE) T` _ •' 18' MIN / LINE FITTING NON -PRESSURE (DISCHARGE) BACKFLOW ENCLOSURE (SEE NOTE BELOW) CONTROL WIRE %EM MCKFILL ' 2" BY 4” REDWOOD HEADEPWARD 4-1/2 J UNION CONNECTION 3/4„ GRAVEL 6"MIN OR ��-PEA GRAVEL (MIN.3 CU. FT.) BRASS ELBOW 6"Qe oo � o 0 0 o 2" MI I -I I I FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO I BY 4" LAMINATED BOARDS LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE C LINE PIPE PVC SCH. 40 MALE ADAPTOR =• '. , Q ,; `: = : .. �_ BRASS UNION 6" INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER I PVC ELBOW (NP. 2 PLACES) ® - d, MIN OF TRENCH CAN BE FILL WITH ROCK SCREENED 2' MINUS. I PVC LINE PIPE _ BRASS BALL ` VALVE NOTES: ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% _ o INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY UNE, SIZE PER INSTALL ALL PVC PIPE WITH LABEL UP. COMMON WIR��1I"`- PVC SUPPLY LINE FITTINGS(SXSXS) 8 4 REBAR U12' Ll SPEC. ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE SNAKE ALL PIPE IN TRENCH. BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE I " BY 2" BY 16' REVA000 STAKE `-PLACE STAKES MIN W O.G. AND AT END5 CONTROL WIRF� PLAN 2' �� SLEEVED. SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE TYP. 2 BY 2' RE HOOD STAKE OF BOARDS • INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL CHANGES IN DIRECTION. NOTES: ;," NOTE: BACKFLOW ENCLOSURE,LE MEUR OR EQUAL 24X60"X36" HIGH TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 SOIL COMPACTED 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED HINGED AT ONE END SECURE TO SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY INSPECTOR SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. 4 LAMINATED REDWOOD BENDER BOARDS 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 6"X8" FOOTING W/4" J BOLTS END CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN A5 REQUIRED TO MAKE A SMOOTH CURVE 4. ONE VALVE PER VALVE BOX (EQUIPMENT TO BE CENTERED INSIDE HOUSING) 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 GROUND LEVEL MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE.I" BY 4" BY 12" SPLICE BLOCK AT JOINTS CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE 2" BY 4" HEADERBOARD SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. E REMOTE CONTROL VALVE F R.P. BACKFLOW DEVICE G PIPE TRENCHING H REDWOOD HEADER A. BARRIERS SHALL RUN 20' LONG ADJACENT TO THE HARDSCAPE NEAR THE TREE. PLACE CENTER OF 20' STRIP AT MIDPOINT OF TREE. USE DEEP ROOT BARRIER LB 18-2 PER THESE SPECIFICATIONS. & --SHINGLE NAIL B. DIG THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR BARRIER CHOSEN. C. INSTALL THE BARRIER. WHEN USING DEEPROOT LINEAR BARRIERS LODGE POLE SIMPLY PULL THE APPROPRIATE NUMBER OF PANELS OUT OF THE BOX (THEY COME PREASSEMBLED) AND SEPARATE THE JOINER AT THE RADIUS EDGES 1/2„ 6" TREE / SHRUB PER PLAN TREE TRUNK CORRECT LENGTH. WHEN INSTALLING DEEPROOT UNIVERSAL BARRIERS IN A LINEAR FASHION YOU WILL NEED TO JOIN THE APPROPRIATE NUMBER OF CINCH TIE PANELS TOGETHER. FINISH GRADE f'- (DO NOT TWIST) D. NEXT PLACE THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS ¢" (TURF SIDE) PREVAILING WIND FACING TOWARD THE TREE AND ALIGN IN A STRAIGHT FASHION. IT IS / DIRECTION HELPFUL TO PLACE THE BARRIER AGAINST THE HARDSCAPE. USE THE HARDSCAPE AS A GUIDE AND BACKFILL AGAINST THE BARRIERS TO t ,D I 1 SII �I I I I 21 GRAM AGRIFORM TABLETS 3- PER 15 GAL. TREE (2)- 10'X2" DIA LODGEPOLE PINE TREE STAKE COPPER NAPTHENATE PROMOTE A CLEAN SMOOTH FIT TO THE HARDSCAPE. BE SURE TO KEEP THE BARRIER'S DOUBLE TOP EDGE AT LEAST 1/2" (13MM) ABOVE GRADE TO ENSURE ROOTS DO NOT GROW OVER THE TOP. 6- PER 24" BOX TREE 9- PER 36" BOX TREE TREATED AND DRIVEN IN GROUND TO 2FT. MIN. DEPTH. 2 REQ'D E ROOTING . PLANT H GROWTH AREA, HOWEVER ADVERSE ESTYLE FSOIL AND DRAERS A MORE INAGE J3 REBAR, CONTINUOUS 1- PER 1 GAL SHRUB ARBOR GUARD ON ALL 2- PER 5 AND 15 GAL SHRUBS TREES IN TURF AREAS 1/4„ MULC FINISH GRADE 'CINCH TIE' (4) REQ'D z �� ARBOR GUARD IN TURF AREAS CONDITIONS MAY EXIST IN THE ACTUAL PLANTING AREA. TAKE STEPS TO ENSURE HEALTHY GROWTH OF THE TREE AT PLANTING. SIDEWALK WATERING BASIN cin „ o 4 -DEEPROOT BARRIER PANEL �fUB 24-2, INSTALL PER DET. 9 PREPARED BACKFILL MIX, SEE SPECIFICATIONS � � o NATIVE SOIL 90% COMPACTED 1 HEN TREE IS PLANTED WITHIN 5 OF CURB/PAVING II FOOTBALL DE SET 1/2" ABOVE 2 FINISH GRAD ROOT-I�TF a 4r4 8» 3" HIGH WATER BASIN, AT TIME OF PLANTING SIDEWALK o 0 0 0 NOTE: MOW CURB SHALL BE PLACED BETWEEN ALL GRASS AND PLANTER AREAS UNLESS OTHERWISE NOTED. x / BALL DEPTH �II — BACKFILL MIX -SITE SOIL + 1 ORGANIC AMENDMENTS I � - MIXED TOGETHER FOREST HUMUS) OR EQUAL PLUS I I I FERTILIZERS PER OILS ANALYSIS -OVER -EXCAVATE AND RECOMPACT NATIVE SOIL I I I FINISH GRADE AGRIFORM TABLETS TO BE :=:;�;='.•��: , tr o :: ��=`'' .=+t I I I I I 1 I ----I 1 2 x FOOTBALL WIDTH - TI -) ADDED PER MFG. RECOM DS. _ -=:'- r A _ r:-� : ... _. ,• '�' CURB _ _ =,, ,•^_:`.• ' _- DEEPROOT LB 18-2 1 2X DIA. OF GROUND LOCKS ROOT BALL - I CONCRETE MOW CURB J TREE AND SHRUB PLANTING K TREE STAKING L ROOT DEFLECTORS p O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIND+°F T. �� STB rg-C I T Y OF F O N T A N A, CALIFORNIA TRACT NO. 16568 LMD AREAS off* TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS eU � FORTH IN �`��P o 6 -'¢ cy y%- .- LANDSCAPE ARCHITECTS I,ANDSCAPS ARCHITECTURE TO THE PLANS ° ° IRRIGATION CONSULTAM DRAWN BY: CAD IRRIGATION AND PLANTING SCALE: NONE DIAL TWO WORKING m9 n 15 South 5th Street ONSTRUCT DE ILS DESIGNED BY: DATE. BEFORE DAYS BEFORE YOU DIG TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN * * Redlands, California 92373 =`"'",17 CR 7/13/04 YOU DIG ST9lF AP EFFECT. 2 25 pR�\P 909) )L7798-7490Fox) N07-8265 ' CHECKED BY: OVED BY: DRAWING NO.: TOLL FREE - 1 800-227-2600 of CALkF V 4 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT stbfandarch.com STB 3672 CITY ENG EER R.C. . 51152 DATE 4