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HomeMy WebLinkAbout3165-4CONCRETE WALK OR FOUNDATION NOTE: ALL POWER WIRES, 6ROUN0WIRE5 ETC. 51-1ALL BE 2.. SEPARATELY SLEEVED AND SWEPT THR.OLOH I CITY OF FONTANA ENGLO5ED PAD WITH SC.H 40 RI61D CONDUIT PROVIDE 20 AMP " 2 POLE BREAKER IRR16ATION CONTROLLER STANDARD A FOR COMMUNITY FACILITIES DISTRICTS FINISH 6RADE/fOP OF MULCH - - ALL SLEEVIN6 SHALL BE A MINIMUM OF 18 BELOW FOR NEW PUMPS N' 0. FINISHED GRAVE. ALL SLEEViN6 15 A 6RAPH16 REPRESENTATION WHERE APPLICABLEIRRI i (CFD S) ` 'CONT OF A TYP. IN5TALLATION. - I. TORO NE WORK 8000 MODEL # 132 -Sb -08, 32 STATION FIELD VALVE BOX W/LOGK 3/4- ` /��` o " ; v0 A 6ENERA�! NOTES SATELLITE CONTROLLER FINISH GRADE SIZE OF EQUIPMENT = 46 W X {8'D X 54 HIGH /� 2. MOUNT IN STRONG BOX MODEL NO. 56-2455/12OV. 2P PROVIDE IOOA METER AND 5OAl2P MAIN C/8 WHERE INDICATED _ _ _ _ _ AND I_. a 51ZE OF GONG. SLAB - 52"W X 24'0 X 8" THICK .. 20/240 ON DRAWIN65 (STAINLErvS STEEL) 111 111 1 I 1 1 I I 1 1=711 I III III—) I—i I I I—III I I- POP•d1P SPRAY SPRINKLER PER LEGEND -INSTALL 50 W/#4 R.EBARS AT 12" O.G. TYP 0 �"I 3. PROVIDE RAINMASTER 32 PG 'PIGTAIL' FOR REMOTE CONTROL.!.I— THE BOTTOM OF THE GAP 15 ABOVE FIN. GRADE 12 GIR PROVIDE PANEL50ARD WHERE INDICATED ON DRAWIN65. OPERATION. PANEL PROVIDE IRRI6ATION CONTROLLER CABINET WHERE INDICATED 4. PROVIDE GAMBELL SCIENTIFIC ING,TE525 TIPPING BUCKET x,,55 18" PVC MALI: ADAPTOR _ ON DRAWINGS. (HEAVY DUTY MODEL) GATE VALVE SWING ASSEMBLY: RAIN BIRD MODEL 3. PROVIDE SENSOR INPUT BOARD (515) MODEL #495-63 TO 5A-12-5050 OR APPROVED EQUAL TERMINATE AT FXISTION HIANDHOL..E. PER S.C.E. COMPANY REQ. INTERFACE WITH FLOW METER AND RAIN SHUT OFF DEVICE. 6" DIA. X 12" D. VERIFY EXACT LOCATION AND TERMINATION REQ. WITH S.G.E. CO. 6, PROVIDE RADIO LINK KIT #64-'1611 TO COMMUNICATE WITH MAINLINE BOTTOMLESS 6RC%ND WELL FINISHED 6RADE PRIOR TO TRENCHING CENTRAL COMMAND. ALL RADIO EQUIPMENT SHALL BE o 30 WITH PARKWAY COYERF1 ..e_ CONDUIT AND CONDUCTOR SIZES ARE BASED OH NONMETALLEG CONDUIT COMPATIBLE WITH VHF. FILL KITH PFA 6RAV" .8< AND COPPER CONDUCTORS WITH TYPE "THHNJTHWH" INSULATION SURGE PROTECTION FOR EACH 2" x 4" RIND • e i. BLOCK SATELLITE NTROILER a ..c, a • ' �, d: / CONTACT: CURTIS NEL^#-IAN CALIFORNIA TURF I CU. FT. PEA GRAVEL PVC SCH 40 TEE OR ELL 4TVP.1'r 5/6"DIA X 10' DRIVEN &ROUND 6t70UND FOR ELEGTRIGAL (619) 520-6161 ROD PER ARTICLE 250-81 (619) 14M-54,111(PA&M PVG LATERAL PIPE j OF 1990 NEC 3/406, 1#6 (800) 714-6673 (MAIN OFFICE) A POP --UP SPRINKLER HEAD B ELECTRIC CONTROLLER AND ELECTRIC METER C GATE VALVE BOX TO BE PLACED AT RI6HiT ANGLE TO PRESSURE: REGULATOR IF HARDSGAPE ED6E W/ VALVE # ETCHED IN LID REQUIRED. SET AS SHOWN REDUCE PRE;�SURE 1 V DIAMETER STEEL POST GAP SECURE ON SITE DRAWING BACKFLOW PRl=1/ENTER 4 TO PIPE. 12"X18" PLASTIC BOX AND COVER WITH TIPPING BUCKET BRACKET LOOK TOP STRAINER #40 BRASS NIPPLE CURL TYPE EXPANSION LOOP (MIN24") MEED �E- (4 P-�ES) 2 -- 3. I/2' DIA. FLEXIBLE ALL WEATHER WATERPR ROOF WIRE CONNECTION BRA55 ELBOW BRASS ELBOW El E CTRIGAL. CONDUIT CONNECT f20OR BRA65 UNION " b SOX TO BOX. HARVSGAPc` 10 VALVE BOX MARKED W 2 GHiR1STY'S 1D TA6 (STANDARD) � '� NOTED BRA55 PIPE / QUICK COUPLER VALVE ®TIPPING BUCKET' RAIN GAUGE, INSTALL RELIEF PORT LETTERS READING Q.C. I PER MANUFACTURERS RECOMMENDAT10N5. SECURE TO SOLENOID PIGTAIL VALVE 5 BALL LOOSE i BRASS BALL W/ LOCKING BOLT LID 18" VALVE ( O Q4" DIA GALVANIZED STEEL. PIPE POST. BI 12 MIN. FROM HOROSCOPE MATERIALS 3 BRA59 PIPE LOCK BOX FINISH GRADE e < FINISH &RADE ff 3/4" a a ©DRAILLTMI DIPROOF A HOLE�T RSH PIPE"BOX L I EH � II � I I I ! 1 I �I ! I i_ ! 1 - - - - _ - AND MOUNT BOX TO PIPE. 4 6 �_ #4 REBAR AM, 1I .�.,� " I I l{ 1! I III_ 1 Il— I{ If— f I III!—Ill I T r W�l i! Ii {{I I8 81= T�fi!Ila 1{Eil 1 � 1! I IIS I I� Ifni 11 11 f I I1� 1 1� I I� IIS =1I Op pp OF FOOTr AWAY 11 s:t6 MIN PEA GRAVEL OfOM P�PIrt2°MAX. TOP - i2■ i�. FOOTIN&/FOUNDATiON 2 x 4 RWD OR BRICK LANG OF VALVE i - - , SOLENOID " ;,:. 15 E © FINISH SURFACE. I_ ( BRASS STREET ELL TVP. " I A (i PYG LINE PIPE ( ROSS NIPPLE 6 MIN —da ­_!��1 �,p NATURAL COMPACTED SOIL. NON -PRESSURE rN �LiNE (T� 5T N0 � I0 FRONT f8" 16' MIN / LINE FITTING BACKFLOW ENCLOSURE PVC SHC 40 TEE OR ELL I2` MAX 001" DIA EL.EGTRIGAL PVC, RIp6ED CONDUIT ./ UNION CONNECTION 3/4' 6RAYEL (SEE NOTE BL10W) T FROM PIPE TO CONTROLLER. �y GRAVEL LATERAL LINE SIZE TO BE NOTED ON PLAN 8 e n n n b(MINS CU. FT') BRA55 ELBOW ' ... - :. •: CFROPOSED CONTROLLER ENCLOSURE o FVC, LINE PIPE PVC 5CH• 40 MALE ADAPTOR 24' MINA REBAR, ATTACH PVG ELBOW (T(P. 2 PLACES) „ . ` -BRASS UNION NOTE: I l hl 11=1 -1 1 1=1 11 O5TAINLE55 STEEL HOSE CLAMPS (?)EACH 4.. g ® e BRAS t3Al.L W/(2) STAINLESS STEEL BANDSI- ;.' ; „ , -III—j a4" NOTE. 1 P10G LINE PIPE - . e '� •. , VALVE USE TEFLON TAPE ON ALL THREADED FiF71N�✓ I_± ; .—I -I-11 -III--III -IIhI ( ACID WASH STEEL PIPI:�POS7, STEEL POST COMMON WIRE PVC SUPPLY LINE FITTiN65(5X5X5) -:-�=, • ' : y^ - PAINT WITH 1 GOAT RUSTOLBJM PRIMER 4 1 I 1—) I i—I GAP AND ELECTRICAL J BOX THO/20US+LY. jj =1 11- • . — — —i —III I I AND 2 COAT'S OF FOREST 6REEN EXTERIOR CONTROL WIRE J #4 REBAR L_� I—I `.; ' ` ' i—III—) I I� III, ; III—_ I_ HIGH GLOSS PAINT. L12. PLAN NOTES.U12' I I i — 1 I~ 3'GLR.I I I -I �� .. j 1. AL1/1:9 ARE TO BE INSTALLED IN 5!!RUB AREAS uNLE55 OTHERWiSI: NOTED NOTE: L3AG1CF9.OW ENCLOSURELE MEUR 2. WHEN MORE THAN ONE VALVE 15 LOCATED IN THE SAME AREA PROVIDE A SPADE A MIN. OF 3 FT. APART. OR EQUAL 24"X60"X36" HIGH 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. HINGED O ONE END SECURE TO 4. ONE VALVE PER VALVE SOX (MI FOOTING BE FREDOLTS END (EQUIPMENT TO BE GENTEFZ.D IN51DE HOU51N6) D REMOTE CONTROL VALVE E R.P. BACKFLOW DEVICE F QUICK COUPLER VALVE G RAIN SHUT-OFF DEVICE WIND DIRECTION FINISHED GRADE 6' MIN FROM HARDSCAPES 6" TREE PER CLEAN BACK FILL SATURATE AND COMPACT TO 90% - — _ NON PRE59URE LATERAL LINE N TREE / SHRllB PER PLAN z z LATERAL UNE OF 14 HARDSCAPING —II k"TE WIRES.. ao - (GOMMOW : • ' : ° - - PRESSURE SUPPLY LINE BLIP NATNE BACKFILL 2' MINUS i — CONTROLl WIRES WATi:RPFi00F ALL _ NON PRESSURE LATERAL UNE W/SLEEVE — CLEAN BACKFILL HIRE PER 81V TIONS i PRESSURE SUPPLY UNE %Y/SLEEVE I_ I I I1 I i' i -lll, I ^ I ! -TRIM TOP F i 2-10'x2" LODGE POLE TREE STAKE --2i 6RAM A6RIFORM TABLETS 11 PRE55URE TREATED O O j CONTROL WIRE SLEEVE 24 STAKE TO AVOID CONTACT WITH TRS TRUW 01 5- PER 15 RED `o `i`:.:': ° - SAND BACK FILL AR80R 6VARD ON ALL 6- PER 24° $O Tiea BLACK MASTER CONTROL 6"MIN TREES IN TiJRF AREAS 4- PER %" BOX TREE VALVE I/4" MULCH I- PER I CAL 5HRU5 2' MIN I i FINE 6RANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO o 0 2- PER 5 AND 15 GAL 5HF4A35 FLOW SEES LC --.,E THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THEWWATERING BASIN BASIN 4" 000 FINISH CRAVE � TREE TIE - 4 CINCH TIM PER TREE DIAMETER SAME SIZE 6" INITIAL BACKFILL MEASURED b FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. MIH � t ::: ... t� AS FLOW METER SIZE Il _i ALL BACK FILL 15 TO BE SATURATED AND COMPACTED TO 905 1 — - _ ROOTBALL -SET i/2' ABOVE FINISH GRADE " I—II I— FINISH GRADE INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER INSTALL ALL PVG PIPE WITH LABEL UP. 1 1/2 x ROOT- �=�_':: ':::::•::I SPEC. SNAKE ALL PIPE IN TRENCH. BALL DEPTH ::::::::::::::::::::: 1= I - BACKFILL MIX - PER SPEG9. ( MINIMUM DI5 ANGE DOWNSTREAM I-11� :....:. - — I I- I) 11— I I—I 5X DIAMETER OF FLOW METER 517): ALL S� TO BE SDH. 40 PVC, AND TO BE 2X THE DIAMETER OF THE LINE TO BE BUNDLE AND TAPE ALL CONTROL WIRES AT 10'0.0. TO PRESSURE I I. I=I I OVER -EXCAVATE AND REGOMPAGT UNDISTURBED NATIVE 501L SLEEVED. SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 10 DEGREE " - - " * INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL CHANOE5 IN DIRECTION. 6, - I i=1:. - - NATIVE 501E i —) I-- :•;:•;::::':, ....*11 11=1 I' MIN{MUM Vi57ANGE UPSTREAM I IOX DIAMETER OF FLOW TRAFFIC WAYS WHQ1 INSTRUCTED BY !I.'SPEGTOR PRESSURE MAIN 2" AND LARGER SHALL BE PY.C.. GLA55 315 4"-I- 1=1 I i - 1I METER SIZE SLAVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUE5T'ED BY SMALLER THAN 2" SHALL BE P.V.G. 50HECVLE 40. — INSPECTOR 2 x ROOTBALL CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES HHEN WIDTH IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND MAINLINE: INSTALLATION 15 UNDER ASPHALT OR CONCRETE. , • PLACE STAKES NEXT TO ROOT BALL PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT &ROUND LEVEL. CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LAR&ER. H MASTER VALVE AND FLOW SENSOR I PPE TRENCHING J TREE AND SHRUB PLANTING K TREE STAKING Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE `�NOSca�'F Ism m SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ° �T ' 86 °� LANDSCAPE ARCHrmcm A- . 8 0� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN Geo cy '-�, _`i �,SCAP$ ��� oR�`wN BY: SCALE: NONE HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY Or MMGAnON CONSULTAM CADD TRACTS M26 AND 16273 p E DIAL TWO WORKING ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO DESIGNED BY: LANDSCAPE MAINTENANCE DISTRICT DATE: BEFORE .� DAYQSUBEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. * `� �r�` :�_, S.T.B. CTIO�N DETAILS 4/29/02 z YOU DIG 10 Seat Vine street Suite 208 APP EO BY'00 sq ��P anal relit i f CHECKED BY: RAWING NO.:Z41 0 TOLL FREE 1-800-227-2600 r OF CAUF�� tc9) V7 1 zv�Fs'�t iio.�x 4ae5 "/ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTI I i L] I— S.T.B. .• `• ® °' IGs-1- I& CITY ENGINEER R.C.E. 51152 DATE V)