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HomeMy WebLinkAbout3413-6GENERAL NOTES: 24' 10' 16' PROVIDE 100A METER AND 50A/2P MAIN C/B WHERE INDICATED EXACT LOCATION OF CONTROLLER SHALL BE AGREED ON DRAWINGS UPON BY EDISON, CITY LANDSCAPE INSPECTOR AND CONCRETE WALK OR FOUNDATION NOTE: PROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS. CONTRACTOR PRIOR TO ANY TRENCHING OR IRRIGATION CONTROL FINISH GRADE/TOP OF MULCH -SOD ALL POWER WIRES, GROUND WIRES ETC. SHALL BEOLE BREAKER AMP PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED SEPARATELY SLEEVED AND SWEPT THROUGH 2 POLE PRPON DRAWINGS. WIRE PLACEMENT BOARD 2" ENCLOSED PAD WITH SCH 40 RIGID CONDUIT FOR NEW PUMPS M TERMINATE AT EXISTION HANDHOLE. PER S.C.E. COMPANY REQ. ❑ METER FACES ALL SLEEVING SHALL BE A MINIMUM OF 18" BELOW WHERE APPLICABLE VERIFY EXACT LOCATION AND TERMINATION REQ. WITH S.C.E. CO. PRIOR TO TRENCHING STREET FINISHED GRADE. ALL SLEEVING IS A GRAPHIC REPRESENTATION CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC CONDUIT GENERAL NOTES: IRRI6 OF A TYP. INSTALLATION. Zp A AND COPPER CONDUCTORS WITH TYPE "THHN/THWN" INSULATION. METER � 0 36' / CONT. 120/240 36* PROVIDE 100A METER AND 5CA/2P MAIN C/B WHERE INDICATED STRONG BOX 3/4' ° SIZE OF EQUIPMENT = 46"W X 18"D X 54" HIGH 0 3W CITY OF FONTANA ON DRAWINGS AND 12 CIR IRRIGATION CONTROLLER STANDARD MODEL N0. SIZE OF CONC. SLAB = 52"W X 24"0 X 8" THICK PANEL FOR COMMUNITY FACILITIES DISTRICTS POP-UP SPRAY SPRINKLER PER LEGEND -INSTALL SO W/#4 REBARS AT 12" O.C. TYP 1. TORO NETWORK 8000 MODEL )# 132-86-08, 32 STATION FIELD PROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS. SB-24SS/120V THE BOTTOM OF THE CAP IS ABOVE FIN. GRADE _ SATELLITE CONTROLLER. 2. MOUNT IN STRONG BOX MODEL NO. SB-24SS/12OV. PVC SCH 80 NIPPLE L_ — --j (STAINLESS STEEL) PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED _ FINISHED GRADE 3. PROVIDE RAINMASTER 32 PC 'PIGTAIL' FOR REMOTE CONTROLL ON DRAWINGS. (DOUBLE SWING JOINT) OPERATION. „ „ 4. PROVIDE CAMBELL SCIENTIFIC INC,TE525 TIPPING BUCKET (2) MARLEX 8 DIA. X 12 D. (HEAVY DUTY MODEL) STREET ELLS 3 BOTTOMLESS GROUND WELL // / :�--=: i - TERMINATE AT IXISTlON HANDHOLE. PER S.C.E. COMPANY REQ. lWITH PARKWAY COVER, 5. PROVIDE SENSOR INPUT BOARD (SIB) MODEL #995-63 TO Sp e• 1 FILL WITH PEA GRAVEL INTERFACE WITH LOW METER AND RAIN SHUT OFF DEVICE. VERIFY EXACT LOCATION AND TERMINATION REQ. WITH S.C.E. CO. 12' 6. PROVIDE RADIO LINK KIT #89-7611 TO COMMUNICATE WITH 12' PRIOR TO TRENCHING CONDUIT FOR PVC SCH 40 STREET ELL �_ �.. :. ut• " j/ / % / /j/ GROUND FOR ELECTRICAL CENTRAL COMMAND. ALL RADIO EQUIPMENT SHALL BE CONTROLLER -'':a / ����� /p/ COMPATIBLE WITH VHF. 4�A S 7. PROVIDE GROUND ROD AND SURGE PROTECTION FOR EACH CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC CONDUIT WIRES PVC SCH 40 TEE OR ELL TYP. -DIA X 10' DRIVEN GROUND 3/4"C, 1 #6 SATELLITE CONTROLLER. AND COPPER CONDUCTORS WITH TYPE "THHN/THWN" INSULATION. _ _ °u,• . - CONTACT: CURTIS NEWMAN CALIFORNIA TURF 4--1 619 520-6181(619) 793-3999 (PAGER) -= ROD PER ARTICLE 250-81 �;,- _s, %/�� •, . • - - - _ _ _ ////%%� //. - PVC LATERAL PIPE a�`- s OF 1990 NEC 800) 774-8873 (MAIN OFFICE) FRONT VIEW ° NTS 90 90 SWEEP CONDUIT FOR SWEEP END VIEW ELLS CONTROLLER WIRES ELLS NTS A POP-UP SPRINKLER HEAD B ELECTRIC CONTROLLER AND ELECTRIC METER PRESSURE REGULATOR BOX TO BE PLACED AT RIGHT ANGLE TO SET AS SHOWN REDUCE ESSURE HARDSCAPE EDGE w/ VALVE # ETCHED IN LID ON SITE DRAWING BACKFLOWRPRIEVENTER 12"X18" PLASTIC BOX AND COVER WITH STRAINER #40 BRASS NIPPLE LOCK TOP MESH MODEL (4 PLACES) CURL TYPE EXPANSION LOOP (MIN.24") BRASS ELBOW BRASS ELBOW WATERPROOF WIRE CONNECTION BRASS UNION 10' VALVE BOX MARKED W/ 2' 12'OR o QUICK COUPLER VALVE FINISHED GRADE HARDSCAPE BRASS PIPE LETTERS READING Q.C. CHRISTY'S LD TAG (STANDARD) AS NOTED BRASS BALL REUEF PORT BRASS BALL W/ LOCKING BOLT UD 8 C MIN FROM HARDSC4PES SECURE TO SOLENOID PIGTAIL VALVE LOOSE KEYS 18„ VALVE 12' MIN. FROM HARDSCAPE MATERIALS HOSE BIB • NON PRESSURE LATERAL UNE VALVE BOX W/LOCK 3/4' z z FINISH GRADE FINISH GRADE a BRASS PIPE ° LOCK SOX I a CLEAN BACK FILL AND COMPACT TO 908 m � I � I i I LA1ERAl. UNE f 8" �° °� ° °� o� °e �� ° °°° °. #4 REBAR { I I7MIN 18" NATIVE BACKFILL 2 MINUS GRAVLL CONTROLL WIRES — �..� FOOTING FOUNDATION I III--III-III—III .=I I (I -III . III—I + I—I I / 2 x 4 RWD OR BRICK NON PRESSURE LATERAL UNE W/SI EfVE I CtFAN BACKFILL 8" -I I--' _ �� SOLENOID' -J USE 520-C-2500 BRASS STREET ELL TYP. RASS NIPPLE 6' MIN CONCRETE PRESSURE SUPPLY LINE W/SIFEVE PVC MALE ADAPTOR 12"MAX. TOP ' - --1� NOTE: FORM FTG. / BASE OF VALVE I I I I— PRESSURE CNC. STABILI ER PRESSURE AND REQUEST INSPECTION }� CONTROL WIRE � PVC LINE PIPE SUPPLY LINE TRUST BLOCK FRONT SUPPLY LIN PRIOR TO POUR SAND aACK Eul NON RESSURE (INTAKE) (DISCHARGE PVC SHC 40 llf OR ELL .`" • 4 67MIN 18' MINLI ITTING BACKFLOW ENCLOSURE LATERAL UNE SIZE TO BE NOTED ON PLAN ` ` FINE GRANULAR MATERIAL WILL BE PLACED ON ALL UNES, NO ��d [o° MAINLINE UNION CONNECTIO 3/4" GRAVEL (SEE NOTE BELOW) 2' MI LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE BRASS °�o . d — 6' INITIAL BACKFILL MEASURED 6' FROM THE TOP OF PIPE. THE REMAINDER GATE VALVE �,, .� a``� _PEA GRAVEL 6„ �po4® o° q BRASS ELBOW OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. S wW (MIN.3 CU. FT.) ° "� o �° @! ° 24' MIN. #4 REBAR, ATTACH MIN 2" x 4" RWD BLOCK NOTE: ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% C LINE PIPE PVC SCH. 40 MALE ADAPTOR Q W/(2) STAINLESS STEEL BANDS C ELBOW (TYP• 2 PLACES) �. • ® BRASS UNION INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY UNE, SIZE PER INSTALL ALL PVC PIPE WITH LABEL UP. ° USE TEFLON TAPE ON ALL THREADED FITTINGS SPEC. SNAKE ALL PIPE IN TRENCH. PVC LINE PIPE° - ' BRASS BALL ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE UNE TO BE BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE 1 CU. FT. PEA GRAVEL • ° • VALVE SLEEVED. SUPPLY UNE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE COMMON WIRE 2w- PVC SUPPLY LINE FITTINGS(SXSXS) ° * INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL CHANGES IN DIRECTION. CONTROL WIR&fbA PLAN Ll2 #4 REBAR TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 - SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED 13Y SMALLER THAN 2' SHALL BE P.V.C. SCHEDULE 40. INSPECTOR NOTES: NOTE: BACKFLOW ENCLOSURE,LE MEUR.y;� CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED OR EQUAL 24"X60"X36" HIGH IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND MAINUNE INSTALLATION IS UNDER ASPHALT OR CONCRETE. PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL 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 BRASS BALL CONTRACTOR SHALL PROVIDE 24' INCHES OF COVER OVER PIPE 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 6"X8" FOOTING W/4" J BOLTS SERVING VIAA DREIINKING R. FOUNTAIN OR PRESSURE MAINUNE QUIPMENT TO4. ONE VALVE PER VALVE BOX IN HOUSING)BE CENTERED END C GATE VALVE D REMOTE CONTROL VALVE E R.P. BACKFLOW DEVICE F QUICK COUPLER VALVE G PIPE TRENCHING 1 0 4" DIAMETER STEEL POST CAP SECURE ` ® TO PIPE. A. BARRIERS SHALL RUN 20' LONG ADJACENT TO THE HARDSCAPE NEAR THE TREE. PLACE CENTER OF 20' STRIP AT MIDPOINT OF TREE. 0 TIPPING BUCKET BRACKET USE DEEP ROOT BARRIER LB 18-2 PER THESE SPECIFICATIONS. 1 B. DIG THE TRENCH TO THE DEPTH BASED UPON THE PARTICULAR 0 1 /2 DIA. FLEXIBLE ALL WEATHER r� ---SHINGLE NAIL 13ARRIER CHOSEN. LINEAR 6 I ELECTRICAL CONDUIT, CONNECT C SIMP YLIER PULL THE THERAPPROPRIATE. WHENSING NUMBER OFO OT PANELS OUT OFIERS THE BOX BOX TO BOX. Q LODGE POLE TIPPING 13UCKET RAIN GAUGE, INSTALL (THEY COME PREASSEMBLED) AND SEPARATE THE JOINER AT THE PER MANUFACTURERS RECOMMENDATIONS. CORRECT LENGTH. WHEN INSTALLING DEEPROOT UNIVERSAL BARRIERS IN A I 504" DIA GALVANIZED STEEL PIPE POST. �'� RADIUS EDGES 1/2" TREE / SHRUB PER PIAN TREE TRUNK LINEAR FASHION YOU WILL NEED TO JOIN THE APPROPRIATE NUMBER OF 3 PANELS TOGETHER. 2CINCH TIE D. NEXT PLACE THE BARRIER IN THE TRENCH WITH THE VERTICAL RIBS © WEATHER PROOF ELECTRICAL "J"BOX DRILL 1" DIA HOLE THROUGH PIPE FINISH GRADE NOT AND MOUNT BOX TO PIPE. PREDVOAILING WIND) FACING TOWARD THE TREE AND ALIGN I A STRAIGHT FASHION. 1 I HELPFUL TO PLACE THE BARRIER BACKFILL THE HARDSCAPE. USE THE S (TURF SIDE) HARDSCAPE AS A GUIDE AND BACKFILL AGAINST THE BARRIERS TO DIRECTION � © Mg 1�9FOF FOOTING AWAY _ PROMOTE A CLEAN SMOOTH FIT TO THE HARDSCAPE. BE SURE TO 4� -, _ _ » - - - 21 GRAM AGRIFORM TABLETS KEEP THE BARRIER'S DOUBLE TOP EDGE AT LEAST 1/2" (13MM) 3 DISTANCE -y 1 j 2" X 10" DIA LODGEPOLE PINE TREE ABOVE GRADE TO ENSURE ROOTS DO NOT GROW OVER THE TOP. 8 FINISH SURFACE. I� I 3- PER 15 GAL. TREE STAKE COPPER NAPTHENATE E. PLANT THE TREE(S). THE LINEAR STYLE OFFERS A MORE EXPANSIVE (p] 0 (1=11 - -� -� 6- PER 36" BOX TREE TREATED AND DRIVEN IN GROUND I� I� I I= 9- PER 36 BOX TREE ROOTING GROWTH AREA, HOWEVER ADVERSE SOIL AND DRAINAGE " 09 NATURAL COMPACTED SOIL. I I (- (- I, !- I I-1 I I—I TD 2FT. MIN. DEPTH. 2 REQ'D � 8 --III � , , 1- PER 1 GAL SHRUB CONDITIONS MAY EXIST IN THE ACTUAL PLANTING AREA. TAKE STEPS 1= I ARBOR GUARD ON ALL 2- PER 5 AND 15 GAL SHRUBS'TIE' (4) REQ'D TO ENSURE HEALTHY GROWTH OF THE TREE AT PLANTING. 12' MAX 7 � � 1" DIA ELECTRICAL PVC RIDGED CONDUIT TREES IN TURF AREAS FINISH GRADE t SIDEWALK g FROM PIPE TO CONTROLLER. 1/4 MULC ARBOR GUARD IN TURF AREAS 3 REBAR, CONTINUOUS WATERING BASIN 00 z �� PREPARED BACKFILL MIX, ©. PROPOSED CONTROLLER ENCLOSURE 4" DEEPROOT BARRIER PANEL #UB 24-2, INSTALL PER DET. SEE SPECIFICATIONS o 1 SIDE1NAlJC HEN TREE IS PLANTED WITHIN 5' OF CURB/PAVING DO Q o STAINLESS STEEL HOSE CLAMPS (2)EACH NATIVE SOIL 90% COMPACTED I=J I I ROOTBALL - SET 1/2" ABOVE 3" HIGH WATER BASIN,18 o o -III-;: -III—I I I I—I I� 'El II` NOTE: I IH.111 '' " FINISH GRADE I AT TIME OF PLANTING I=I I=I I E 24 9 11 ,III I I=I I ' ACAP MID ELECTRICAL EJ POST, STEEL POST 2 x THOROUGHLY. BALL EPOTH- I � J� BACKFILL MIX - SITE SOIL + 1 / ORGANIC AMENDMENTS I ' � Y T.�• yo 0 0 y ?I ey` 4 -t i—i I L—I NOTE: I� I I- _I 1- MIXED TOGETHER (FOREST HUMUS) OR EQUAL PLUS �` I FINISH GRADE PAINT WITH 1 COAT RUSTOLEUM PRIMER FERTILIZERS PER SOILS ANALYSIS o • ::. j I AND 2 COATS OF FOREST GREEN EXTERIOR MOW CURB SHALL BE PLACED BETWEEN ALL GRASS AND I I� I- I I -` �3; a` �•' �ti�:�:r.- o :; ,!.5 =,r; -L-� I=i I=III=III=III—III= h I - -OVER-EXCAVATE AND RECOMPACT HIGH GLOSS PAINT. - - - : �r=• 4 I PLANTER AREAS UNLESS OTHERWISE NOTED. I I NATIVE SOIL I AGRIFORM TABLETS TO 8E 3'CLR I —I ADDED PER MFG. RECOM DS. 1 t I I� I I—I I I—I 11 - r I x. i+• ; _`d Y. s' = I- I I -I 11=1 I I III -I I2 x ROOTBALL DEEPROOT L-8 18-2 9 CURB WIDTH�_. .r..-. 2X DIA. OF s� GROUND LOCKS ROOT BALL ' H RAIN SHUT-OFF DEVICE I CONCRETE MOW CURB j J TREE AND SHRUB PLANTING K TREE STAKING L ROOT DEFLECTORS d O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF F O N T A N A, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN o �S�eF ` -4- STB TRACT NO. 16403 LMD AREAS TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN ^y `y ;e�.'•�CAPE ARCHITECTS ,,� a �" ' DRAWN BY: 'A• LANDSCAPES ARCMMCTURE SCALE: O A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS °� s" ' IRRIGATION CONSULTANTS GAD IRRIGATION AND PLANTING NONE DIAL TWO WORKING 10 East Vine Street, Suite 206 DESIGNED BY: CONSTRUCTION DETAILS DATE: OZ TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN �9 7A S.T.B. / / BEFORE ���� DAYS BEFORE * :Ar Redlands, California 92373 9 9 03 YOU DIG YOU DIG - TOLL FREE - EFFECT. srgT£ 2725 ORS r w_ (909)Lie No 492 , axe N07-482635 CHECKED BY: APPROVED BY: ,� ®3 RAWING NO.: 6 � 1 800-227-2600 OF CALIF stblandarch.com !—:/`{� �°�] /� 1 / m A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT C.R. - CITY ENGINEER R.C.E. 51 152 DATE 3413 8 E-