Loading...
HomeMy WebLinkAbout3527-6CONCRETE WALK OR FOUNDATION C414ERAL NOTES: PROVIDE IOOA METER AND 5OAl2P MAIN C/B PH57E INDICATED ON DRANNSS 3/4" FOR TURF AREAS PROVIDE PANELSOARD P32E INDICATED ON DRAWIN65. 1-1/2- FOR SHRUB/GROUND PROVIDE IRRIGATION CONTROLLER CABMT P44 RE INDICATED COVER AREAS. NOTEs ON P WIN65. G*MAOTOR TO YMFY LOCATION W/ CITY INFECTOR 2" ALL FOYCK YVlRE51 6KOUND nl;�E5 ETC. 5HALL DE TERMINATE AT EXISTION HANDHOLE. PER S.G.E COMPANY R1=61. FINISH GRADE/TOP OF MULCH -SOD SEPARATELY AND %432T 7HROU6H �+� TO ' LOCATION AND TERMINATION REQ. ViTH S.G.E CO. ENCL05M PAD ATH SCH 40 RIGID CONDUIT PROVIDE , CONDUIT AND CONDUCTOR SIZES ARE BA -SED ON NONMETAl1iG CONDUIT o ALL SLEEVING SHALL BE A MINIMUM of 18' E315 OW 2 POLE B M AND COPPER CONDUCTORS WITH TYPE °�' INSULATION VALVE BOX W9 OGK 10" VALVE BOX MARKED W/ Y QUICK COUPLER VALVE / FINISHED GRADE. ALL SLEEVING 15 A 6RAPHIG REPRESENTATION FOR NEH PtdFINISH GRADE LETTERS READING Q.C. " IRRIG. OF A TYP. INSTALLATION. H4ERE APPLICABLE �-memm-_W/ LOCKING DOLT UD CONT. -I 11=1 I!=1 11=1 11=1 11=11 11!—III=1 I != I I 1 j=1 I i-1 1 1(=1 I I- 12' MIN. FROM HARD MATERIALS _ -1 I I-) I-1 L-� 11=1 I I- I FINISH GRADE , a III III III�III. III i+l - POP-UP SPRAY SPRINKLER PER LEGEND -INSTALL SO SLZE OF i=C�IJIPMENt - 48°Yi X i8"D X 54" H16FL � A -_ - _- - - I � ( THE BOTTOM OF THE CAP IS ABOVE FIN. GRADE AND -1 1 '-' .. .. ' , e 54ZE OF CONC. 51 18 - 52'W X 2*0 X 6' THICK 120/240 PVC SCH 80 NIPPLE _/ i REBARS AT 12' O.G. TTP 2 UR CITY OF FONTANA H N1/G MALE ADAPTOR I I IRRIGATION CONTROLLER STANDARD PANIC FOR COMMUNITY FACILITIES DISTRICTS (�S f3' MIN PFA GRAVEL 2 x 4 RAID OR BRICK DOUBLE SWING JOINT) I. TORO WTY40RK 6000 MODE. S 02-66.08, 32 5TAT+0N FIELD n �2) SCH 40 ( _ SATELLITE CONTROLL 51R. n MAINLINE BRASS STREET ELL TVP. 2. MOUNT IN STRONG HOX MODEL NO. SB-245S✓120V. BRASS In RASS NIPPLE 8" MIN STREET ELLS L - -.I (STAINLESS STEW GATE VALVE '1 8' DIA X 12' D. 3. PROVIDE RAINMA5TER 32 PG 'PIGTAIL' FOR REMOTE CONTROLL 2' X 4" RWD BLOCK 3 BOTTOMLESS OROUND Y�L FINISHED 6RADE OPERATION. PVC SHC 44 TEE OR ELL PVC SCH 40 STREET ELL I HTH PARiCI IP'Y GOYE(i 4. PROVIDE GAMBELL SGIENTIFIG ING,TE525 T{PPING �JGKET LATERAL UNE SIZE TO BE NOTED ON PLAN t l FILL ATH PEA GRAVIS ,r : (HEAVY DUTY MODW --ir •f- ,; GU. FT. PEA GRAVEL PVC SCH 40 TEE OR ELL j --2- J- �► a = 4�.: %//�� /moi. - 5 INTC-RFl AC NTH I Wo METER AND RAIN SHUT OFF�l7EVIGE ,; a •. NOTE: 24" MINA REI?AR, ATTACH 6. PROVIDE RADIO LINK KIT W-77611 TO COMMUNICATE WITH W/(2) STAINLESS STEEL BANDS PVC LATERAL PIPE f 5/8"DIA X 10' DRIVEN GROUND FOR ELECTRICAL CENTRAL COMMAND.RADIO EQUIPMENT SHALL BE Ii BLE USE TEFLON TAPE ON ALL THREADED FITTINGS 4" r ROD PER ARTICLE 25041 7. PROVIDE 6ROUND ROD AND SUROE PROTEGnON FOR EACH I >` OF 1990 NEG SATELLITE CONTROLLER. r::=: -:i • CURTIS NEHMAN CALIFORNIA TURF (6199 520-6181 (6110 793-5999 (PAOER9 (600) 7146873 (MAIN OFFIC-0 A POP—UP SPRINKLER ROTOR HEAD B ELECTRIC CONTROLLER AND ELECTRIC METER C GATE VALVE D QUICK COUPLER VALVE n 0 z PRESSURE REGULATOR IF BOX TO BE PLACED AT RIGHT ANGLE TO REQUIRED. SET AS SHOWN REDUCE PRESSURE o HARDSCAPE EDGE w/ VALVE # ETCHED IN LID ON SITE DRAWING BACKFLOW PRESSURE PREVETER z 12"X1.8" PLASTIC BOX AND COVER WITH STRAINER 40 BASS NIPPLE 1 4" DIAMETER STEEL POST CAP SECURE V) ` ® TO PIPE. x LOCK TOP MESH MODEL 4 PLACES Q TIPPING BUCKET BRACKET CURL TYPE EXPANSION LOOP (MIN.24") BRASS ELBOW BRASS ELBOW LU WATERPROOF WIRE CONNECTION fL tYOR a BRASS UNION 1 z IN -AS NOTED HARDSCAPE RELIEF PORT BRASS PIPE FINISHED GRADE 3Q 1/2" DIA. FLEXIBLE ALL WEATHER CHRISTY'S LD TAG (STANDARD) BRASS BALL i ( ELECTRICAL CONDUIT, CONNECT SECURE TO SOLENOID PIGTAIL VALVE LOOSE KEYS 18" VARLVE BALL s" 6' MIN FROM W+RDSCAFES BOX TO BOX. 3 HOSE BIB ®TIPPING BUCKET RAIN GAUGE, INSTALL V) 3/4' BRASS PIPE LOCK BOX I NON PRESSURE LATERAL LINE I PER MANUFACTURERS RECOMMENDATIONS. FINISH GRADE CLEAN BACK FILL SATURATE AND COMPACT TO 90X I vLU �, z J 3 LU Q 4" DIA GALVANIZED STEEL PIPE POST. a oo �° ovoo ae ° o°oo 00 1 " 8 •0--9— o ® o #4 REBAR - HARDSCAPING 1ATFRPL UNE 4 0 , . - , - . , N 1 1 2 6 WFJI,THEf PROOF ELECTRICAL "J"BOX W ISI 8 = `•� • . , ';: _ '`.,� _-w 1 PRESSURE SUPPLY LINE O DRILL 1 DIA HOLE THROUGH PIPE {�ILra?,� �r F rya ,ifis • �} ra �a-Y� 3 :t;:: NATIVE BACKFRI 2' MINUS CONTROL!. WIRES AND MOUNT BOX TO PIPE. } 12%% TOP 1 —1I FOOTING/FOUNDATION I i I 1 g 0 12' NON PRESSURE LATERAL UNE W SLEM CLEAN BACKFILL _ OF VALVE I - SOLENOID / I I =: < = : 1 s , I © �aP �PF. OF FOOTING AWAY PRESSURE NC. STARLET ER PRESSURE N PRESSURE SUPPLY UNE W SLEEVE I 1 I I I I 3 -4 �X � _PVC UNE PIPE UPPLY LINE TRUST BLOCK FRONT UPPLY LIN / 1 DISTATJCE g FINISH SURFACE._ 18' MIN / NON -PRESSURE INTAKE) DISCHARGE CKFLOW ENCLO URE LO CONTROL TALI SLEDE 11It O a J UNION CONNECTION UNE FITTING 3/4" GRAVEL SEE NOTE BELOW _ SAND BACK B"MIN 18. ® NATURAL COMPACTED SOIL PEA GRAVEL BRASS ELBOW _ - o �' �;�•• awe " JPi4+s�- FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO 12 MAX 1" DIA ELECTRICAL PVC RIDGED CONDUIT S W ao (MIN.3 CU. FT.) 6 oD 0 91 m p 2 MI LARGER THAN 1/2 INCH IN SIZE THIS WILL BE PERMITTED IN THE 7 C LINE PIPE PVC SCH. 40 MALE ADAPTOR % FROM PIPE TO CONTROLLER. ' • : � ,'a�„� �:” -:: *.. •'... - BRASS UNION 6" INITIAL BACKFILL MEASURED 8" FROM THE TOP OF PIPE. THE REMAINDER 8 ELBOW (TYP. 2 PRICES) *, + • ' ® ® BRASS BALL NOTES: MIN OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. ©. PROPOSED CONTROLLER ENCLOSURE ..• p... - , • :-' ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% _ U PVC UNE PIPE VALVE ((� I 1—) 1=11 i- I I� o INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER INSTALL ALL PVC PIPE WITH LABEL UP. : -• t 1 ® STAINLESS STEEL HOSE CLAMPS (2)EACH COMMON WIR�� PVC SUPPLY LINE FITTINGS(SXSXS) SPEC. SNAKE ALL PIPE IN TRENCH. --I 1 !- j.' :: I 24°I I=I I I_ �� I I- NOTE: o g4 REBAR ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE , I ACID WASH STEEL PIPE ST, STEEL POST CONTROL WIR 12 PLAN 12 tib SLl EYED. SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE 4 I� x ,. ` I I� I' I I 1 I I� I CAP ANO ELECTRICAL J BOX THOROUGHLY. g I_ .. -I I I- PAINT WITH 1 COAT RUSTOLEUM PRIMER a x . *INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL CHANGES IN DIRECTION. �I I=) • ; I� I I I I=I I I=) 11- I� I I HIG2 COATS H GLOSS OF FOREST GREEN EXTERIOR W NOTES: NOTE: BACKFLOW ENCLOSURE,LE MEUR TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. " _ 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED OR EQUAL 24"X60"X36 HIGH PRESSURE MAIN 2 AND LARGER SHALL BE P.V.C. CLASS 315 • W SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. 3°� � I I -:-_ -- � I I- m 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. HINGED AT ONE END SECURE TO INSPECTOR 1 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 6"X8 FOOTING W/4 J BOLTS END CONTRACTOR SHALL PROVIDE_ SLEEVES OR CONDUIT ONES WHEN I� I r }• • IIS 10 12 4. ONE VALVE PER VALVE BOX (EQUIPMENT TO BE CENTERED IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE I i I I=) I I,=1 1 9 W INSIDE HOUSING) PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL Q CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 0 3' AND LARGER. z Q W N W E REMOTE CONTROL VALVE F R.P. BACKFLOW DEVICE G PIPE TRENCHING H RAIN SHUT—OFF DEVICE 0 z A. BARRIERS SHALL RUN 20' LONG ADJACENT TO THE HARDSCAPE NEAR z THE TREE. PLACE CENTER OF 20' STRIP AT MIDPOINT OF TREE. CL USE DEEP ROOT BARRIER LB 18-2 PER THESE SPECIFICATIONS. SHINGLE NAIL B. DIG THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR o BARRIER CHOSEN. C. INSTALL THE BARRIER. WHEN USING DEEPROOT LINEAR BARRIERS LODGE POLE SIMPLY PULL THE APPROPRIATE NUMBER OF PANELS OUT OF THE BOX a (THEY COME PREASSEMBLED) AND SEPARATE THE JOINER AT THE � 6" RADIUS EDGES 1/2" TREE TRUNK CORRECT LENGTH. WHEN INSTALLING DEEPROOT UNIVERSAL BARRIERS IN A TREE / SHRUB PER PIAN LINEAR FASHION YOU WILL NEED TO JOIN THE APPROPRIATE NUMBER OF N CINCH TIE PANELS TOGETHER. FINISH GRADE (DO NOT TWIST) D. NET PLACE THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS ' 4" (TURF SIDE) PREVAILING WIND FACING TOWARD THE TREE AND ALIGN IN A STRAIGHT FASHION. IT IS o HELPFUL TO PLACE THE BARRIER AGAINST THE HARDSCAPE. USE THE ,a DIRECTION HARDSCAPE AS A GUIDE AND BACKFILL AGAINST THE BARRIERS TO V) PROMOTE A CLEAN SMOOTH FIT TO THE HARDSCAPE. BE SURE TO o 21 GRAM AGRIFORM TABLETS (2)- 10X2" DIA LODGEPOLE PINE TREE KEEP THE BARRIER'S DOUBLE TOP EDGE AT LEAST 1/2 (13MM) z 3- PER 15 GAL TREE STAKE COPPER NAPTHENATE ABOVE GRADE TO ENSURE ROOTS DO NOT GROW OVER THE TOP. INSTALL .LUTE NETTING ON UP AND z LLIOI - I ry I 6- PER 24" BOX TREE TREATED AND DRIVEN IN GROUND E PLANT THE TREE(S). THE LINEAR SME OFFERS A MORE EXPANSIVE o 0 DOPN SLOPE A5 NSD TO z 9- PER 36 BOX TREE TO 2FT. MIN. DEPTH. 2 REQ'D '� CONTROL EROSION L ROOTING GROWTH AREA, HOWEVER ADVERSE SOIL AND DRAINAGE �,, z ARBOR GUARD ON ALL 1- PER 1 GAL SHRUB 5HRLO OR TI E PM PLAN , SLOPE PROFILE o 2- PER 5 AND 15 GAL SHRUBS 'CINCH TIE' (4) REQ'D CONDITIONS MAY EXIST 110 THE ACTUAL PLANTING AREA. TAKE STEPS TREES IN TURF AREAS TO ENSURE HEALTHY GROWTH OF THE TREE AT PLANTING. �' G,y s.•w I v " FINISH GRADE ARBOR GUARD IN TURF AREAS SIDEWALX J3 REBAR, CONTINUOUS 1/4 MULC oo �;, 9" PREPARED BACKFILL MIX, Po � a _ o WATERING BASIN " opo SEE SPECIFICATIONS 1/4" MULCH • v 4 F-DEEPROOT BARRIER PANEL #U8 24-2, INSTALL PER DEI. o • o � NATIVE SOIL 90% COMPACTED I HEN TREE IS PLANTED WITHIN 5' OF CURB/PAVING Ln SIDEWALK Eq ROOTBALL -SET 1/2" ABOVE ) 8ss 3" HIGH WATER BASIN, o o MAINTAIN SA CM ON LON R I--- - a FINISH GRADE AT TIME OF PLANTING SIDES OF PL MT TO RETAIN WATEIR I _ - _ NOTE: 2 x ROOT- BALL DEPTH I - BACKFILL MIX -LlFTORjS%") E SOIL + 1/ ORGANIC AMENDMENTS /-' FINISH GRADE f d I .••• I 1 t/2 x RooTBAIL .:•,� �=,t=+• s.� BAGKFIL..1.. WITH SPECIFIED ...:. _ •. � DF_PT1f o I I— - MIXED TO -n EROR EQUAL PLUS'PL ANTING MIXKKss ^MOW CURB SHALL BE PLACED BETWEEN. ALL GRASS AND I FERTILIZE PLRIL III- II I I �::° WATER AND TAMP To - �- PLANTER AREAS UNLESS OTHERWISE NOTED. _ - OVER -EXCAVATE AND RECOMPACT R �. J rE. �i?r 4 _ - o +���syr` REMOVE AIR POCKETS -� - II- NATIVE SOIL y� - I AGRIFORM TABLETS TO BE �� y (- I� --�� ! ADDED PER MFG. RECOM DS. `�}z ., :}�•:. , ' �ti ;s- _� r v+x�'` t` �`` NATII/E SOIL - ' � � �-F,GGAVATE # REGOMPAGT �2 x R00TT3A"- o 2 x ROOTI3ALL �r i •~ CURB I WIDTH {--- 2X DIA. OF DEEPROOT LB 18-2 GROUND LOCKS ROOT BALL w o! F W 3- I CONCRETE MOW CURB J TREE AND SHRUB PLANTING K TREE STAKING L ROOT DEFLECTORS M SLOPE PLANTING Q L, o.. Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE , cC I T Y OF F O N T A N A, CALIFORNIA 0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN T B°F gg��'gg TRACT NO. 16477 LIVID AREAS -� LANDSCAPE ARCHITECTS TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN ,�`� 9 ��ti%, �'; LANDSCAPg alstc HIcrvxs DRAWN BY: SCALE: A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS /� �"�' nWdATTON CONSULTANTS CAD IRRIGATION A D PLANTING NONE DIAL TWO WORKING 13 South Stn Street DESIGNED BY: CON$TRU D TAILS DATE: o BEFORE DAYS BEFORE TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN * * Redlands, California 92373 CR 1/14/04 YOU DIG �'`"" YOU DIG EFFECT. `�q 2725 o���P 90099) 798-74902 Fax (9 ) 107-48G2g5 CHECKED 13Y: AP OVED BY e® DRAWING NO.: o TOLL FREE 1-800-227-2600 OF CAVE d tih 6 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT slblan arch.com STB 3527 CITY ENGINEER R. .E. 51152 DATE 6 p