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Home My WebLink About2108A-22DIST COUNTY ROU i EPOST MILES SHEET TOTAL FOR ELECTRIC VALVES ONLY: TOTAL PROJECT N0. SF -EFTS GOIL 24' OF EACH WIRE AROUND A I/2' PIPE AND REMOVE PIPE. GRAY 5GH 80 PVG MAKE 91'LIGES WITH 3M DBY SPUGE KITS OR EQUAL, CENTER EQUIPMENT IN ENGL09URE. CENTER OF ENGL05URE $ SBd 66 R5.6VI5.86 2'Z 23 PLA9TIG NIPPLE TO SPRINKLER (INSIDE GURBS) SHALL BE FILLED WITH 3/4' DIA. GRAVEL OR QUICK COUPLER VALVE TO A DEPTH OF 8'. TxT PLASTIC STREET ELL �� — — — — — — — — — — — — — — — F-7 r — — — — — __1n � — — — — — — — _ — — — — — — — � ( L, — — — J � LE MEUR #[31`214 ENCLOSURE OR LARGER MODEL A5 p,NDSCAp JESS W. STRYKER p �' F � 9cy � � BLACK MARLEX \ _ _ r — - REQUIRED. y� CRY KFq REGISTERED ARCHITECT44Q� i � � � ( �S y � 2' MIN. � NOTE: ALL MANIFOLD PIPE AND FITTINGS SHALL BE THREADED BRA59. � 4' MAX. 4 REMOT\E G/JNTROL VALVE BPA59 PIPE AND FITTINGS BELOW GRADE SHALL BE COMPLETELY BE TESTED FEBGO 825Y -BV LINT hIZE WI:APPED WITH 10 MIL TAPE. BACKFLOW PREVENTER SHALL MASTS(Z �,(ALVE, OR GATE VALVEJ REDUCED PRE55URE D.P. A5 REQUIRED BY CITY OF FONTANA. CONTRACTOR SHALL PAY PLANS APPROVAL DATE gg5 SUPPLY LINE Th'PIGAL AND CERTIFICATION, ANY FEES REQUIRED FOR TESTINRand Dd*G i � i � I 2' MIN. 2' MIN. I � 22 �a � ( I BRONZE WYE STRAINER OF CAS � � (TYP) (TYP) #40 MESH MONEL SCREEN WITH L005E KEY H05E RRITROL 160G -SPG -I GONTROL�ER SOLAR POWERED. DID FLUSH OUTLET PI x TxT PLASTIC ELL I � GRAY 9(,-H 80 PVG � HANMON 8-402 005E KEY GARDEN VALVE FILL AREA WITHIN GURB9 WITH 61ZAVEL- TO 12' LONG F[ -Ac -)TIG NIPPLE L _L — — — — — — — — — — I J DEPTH/4' OF AT LEAST 6A LANDSCAPE IRRIGATION NOTES GRAY 5GH 80 PVG i i f. !I� ACCORDANCE WITH ALL MATERIALS SHALL BE INSTALLED MANUFACTURER'S REGOMMENDATION9. NOTIFY LANDSCAPE ARCHITECT 51DE WLET I I BRA99 UNION 4' MIN. o o PRIOR TO BIDDING IN THE EVENT OF CONFLICTS 6ETWEEN THE MANUFACTURER'S REGOMMENDATION9 AND THE PLANS, DETAILS, TxT PLASTIC hTREET ELL (TYP) 6' WIDE X 8' DEEP 9PEUFIGATIONS, NOTES, OR 51TE FEATURES. BACK MARLEX L SUPPLY LINE I I CONCRETE GUR6 UNDER ENCLOSURE. CENTER 2. WORKMANSHIP AND MATERIALS SL ORM TO A HAL CONFLL ENGL09UI2E ON CURB, 12' MINIMUM —�� ENCLOSURE HINGES AND 18' MAXIMUM U -BOLT LOCK TO BE 6' MINIMUM HINGE (2 PLACES) � GOVERNMENTAL CODES ANS REGULATIONS HAVING JURISDICTION. ALL ELEGTRIGAL MATERIALS SHALL BE U.L. LISTED. WHITE c --)GH 40 PVG TEE OR ELL SUNK IN CONCRETE CURB.I A � 3. ALL UNDERGROUND UTILITIES AND O1D9TRUGTION9 ARE NOT — �� • - • - ' - • -- � • . " • SHOWN ON THESE PLANS. INSTALLER SHALL LOCATE ALL II—III—III—III � � � 2, I �� I—III— UNDERGROUND UTILITIEh PRIOR TO DIGGING. AT LEAST 48 HOURS BOTTOM INET-� -III=III-III-III-III-III II -III -III -III -III -II '�II III III-III=III-II PRIOR TO DIGGING, THE INSTALLER SHALL CONTACT UGO5A AT 1—III—III—III—III—III=11 III=III=III=III=III III III III=III=III - 800-642-2444 AND ANY OTHER PER50N9 OR AGENCIES HAVING INFORMATION ON 6URIED UTILITY LOCATIONS. 190METRIG IN SHADED AREA WRAP PIP ELEVATION AND FITTINGS WITH TWO CONTROLLER SUPPORT 4. WSTALLER SHALL CHECK THE GTATIG WATER PRE95URE WITH AN LAYERS OF 10 MIL PLASTIC ACCURATE GAUGE PRIOR TO INSTALLATION OF IRRIGATION. IF �\XIING .J 0 I N T TYFE I[__ V A U E TAPE, OVERLAP WRAPS PfZE95URE 15 LE59 THAN THAT NOTED ON THE PLANS OR 15 MORE BY I/4'. TYPICAL, THAN 20 Phl HIGHER THAN THAT NOTED ON THE PANS CONTACT THE LANDSCAPE ARCHITECT PRIOR TO INSTALLING SYSTEM. 8RA95 PIPE FROM—.� WATER METER. e L 5, INSTALLER SHALL FILL AND COMPACT EXCAVATIONS 50 THAT THEY ARE FLUhH WITH SURROUNDING GRADES AND WILL NOT SETTLE, FINISH GRADE -COVER � CONCRETE THRUST BLOCK GH 40 PVG MAINL�VE TO MASTER VALVE 6. NO PART OF THIS WORK SHAI-L BE IN9TA�LED IN ANY LOCATION OR MANNER WHICH MAY ENDANGER THE HEALTH, SAFETY, OR WELFARE OF THE PUBLIC DURING OR AFTER GONSTRUGTIQN. OPEN EXCAVATIONS SHALL BE 6ARRIGADED OR COVERED. PROVIDE AND 2 STANDARD 8' COPPER GLAD GROUND RO MAINTAIN ALL SAFETY EQUIPMENT REQUIRED OR NEGE59ARY TO IDENTIFICATION LABELS ONE MACHINE SCREW WITH APPROVED WIRE CLAMP AND #10 PROTECT THE PUBLIC. ALL ABOVE -GROUND PARTS OF THIS WORK FOR CONTROLLER ANDEACH LABEL T BARE COPPER WIRE TO CONTROLLER u SHALL BE INSTALLED 50 THAT THEY STAND NO LE55 THAN 30' STATION NUMBER � GKOUND SCREW, ABOVE THE FINISH GRADE AND WILL LL NOT BE A TRIP HAZARD. A SEE PROJECT PLANS. ° TU6E9 AND PIPES SHALL BE INSTALLED DEL -OW FINISH GRADE, ALL NOTE: IN SLOPED AREAS EXTEND THE DEPTH OF THE CONCRETE GUR6 5 S 0 THAT IT REACHE SPRINKLER HEADS SHALL BE POP-UP STYLE WITH SPRING VALVE BOX 12' BELOW THE FINISH GRADE ON THE DOWNHILL 51DE. THE TOP OF THE GUfZB 9HAL1- BE LEVEL, RETRACTION AND INSTALLED FW` -H WITH FI1N15H 501E GRADE (NOT TOP OF MULCH). CONFORM WITH GAL -TRANS REQUIREMENTS FOR oo IT 15 EXPECTED THAT THERE WILL BEA 3:1 SLOPE AT THE LOCATION WHERE THIS MANIFOLD SL D 15 INTALED. STREET CLOSURE, LANE GL05URE, AND MEDIAN WORK, VALVE BOX COVERSEGT�ON 7. NO WATER SHALL DRAIN ONTO OR ACROSS WALKS, GUIZBS, OR PAVED AREAh. INSTALL ANTI -DRAIN CHECK VALVES AT ALL HEADS IFFIGATION BACKFLOW FF[fVFNTEF � GONTFOU-IfF WHERE DRAINAGE OCCURS A5 PART OF THIS WORK. 8. ADJUST HEADS TO MINIMIZE SPRAY OUTSIDE OF PLANTERS. WOVEN WIRE CLOTH ABSOLUTELY NO WATER 9HA�L SPRAY OR DRAIN ONTO OR ACROSS PLAN STAIRS OR STEPS. PROGRAM CONTROLLERS FOR MUL-TIPLE STARTS TO PREVENT RUN-OFF. _--_-- __--� — 9. THESE PLS ANARE DIAGRAMMATIC. MINOR CHANGES MAY BE MADE TO AVOID OBSTACLES FOUND IN THE FIELD. PIPE MAY BE DRILL LABEL AND COVER I/8' SLOTTED HEADA0 TO ACCEPT SCREW MACHINE SCREW W/ 6� SHOWN IN PAVED AREAS FOR CLARITY ON PLAN, ALL PIPE SHALE BE INSTALLED IN t'LANTERS OR SLEEVED, NO TEES OR ELLS SHALI, 2 WASHERS AND NUT MIN. 6E INSTALLED UNDER PAVED AREAS. LABEL OO O TOP VIEW NOTE: ALL EXPOSED METAL SHALL BE PAINTED 10, LOW VOLTAGE GONTROL_ WIRES SHALE BE #14-I AWG/UF WHITE MOUNT IRRIGATION GONTIZOLLER TO STEEL � � WITH RUST INHI6ITIN6 PAINT E PRIMER FOR COMMON WIRE AND #14-I AWG/UF RED FOR LEAS WIRES. A PLATE WITH I/4' HEX NUT BOLT W/STD. I i SUCH A5 'RUST-O-LEUM' 7700 SERIES SEPARATE #14-1 AWG/UF YELLOW 'SPARE' WIRE 9HAL-L BE 3/4' GRAVEL OR CRUSHED ROCK WASHER (GALVANIZED) AT 4 LOCATION= PAINT E 77(.9 RUSTY METAL PRIMER IN`_)TALLED FDR EACH CONTROLLER AND SHALL LOOP INTO THE VALVE GOVEIZ NUTS SHALL BE INSIDE GONTfZOLLER. FOR HEAVILY RUSTED METAL. IF BOX OF EACH VALVE OPERATED BY THAT CONTROLL-ER. EACH GLEAN OR SLIGHTLY RUSTED METAL CONTROLLER SHALL HAVE ITS OWN INDEPENDENT COMMON WIRE. � USE 7773 OR APPROVED EQUAL, GONTROLLER9 SHALL NOT BE IN9TAL�ED WITHIN 5'0' OF ANY 1/8' OF THREAD EXr09ED I/8' THICK STEEL PLATE TO MATCH ELEGTRIGAL- EQUIPMENT WITH MAGNETIC RELAYS OR MOTORS. CONTROLLER 64X DIMENSIONS. EDGES SECTION TO BE SMOOTH E CORNERS ROUNDED.---_„ II. THE IRRIGATION 9Y5TEM SHALL BE CHECKED WEEKLY AND THE CONTROLLER RUN TIMES ADJUSTED WEEKLY DURING THE MAINTENANCE PERIOD. DO NOT OVERWATER NEW PLANTINGS! MANY SECTION PROVIDE CONTINUOUS FILLET WELD DROUGHT TOLERANT SPECIES WILL NOT SURVIVE OVERWATERING. ON DOTH SIDES OF THE P09T. IRRIGATION SHALL BE SCHEDULED 6ETWEEN ID:DO P.M. AND 5/8' O.D. 9GH 40 GALVANIZEDPIPE 10:00 A,M. DOX VAII,VE IDENTIff IGATION U DOX 12. INSTALL A LAMINATED GONTfZOLLER CHAR t, SHOWING i HE AREA 120ooCONTROLLED BY EACH VALVE STATION, IN T! -!F CONTROLLER GA9E, oo oo EACH VALVE STATION AREA SHALL BE SHOWN BY A DIFFEfZENT COLOR ON THE CONTROLLER CHART. CHARTS SHALL BE 8.5' X IP SIZE, ,III 13. THE BACKFLOW PREVENTER SHALL BE CERTIFIED AFTER INSTALLATION BY A PERSON LICENSED 6Y THE STATE OF FINISH GRAPE 2' MIN, CLEARANCE ON ALL SIDES OF VALVE, TYP. III III ,'_oo II ' — CALIFORNIA TO TEST BACKFLOW PREVENTERS. SUCH GEfZTIFIGATE 9HALL, STATE THAT THF BACKFLOW PREVENTEK DEVICE SHALL PREVENT BACKFLOW OF IRRIGATION WATER INTO THE PU6LIG WATEti REAR ELEVATION VIEW SYSTEM. =III=II III—III—III—II 2 O DIAMETER BOX W/ BOLT DOWN LID � 14. TFiE CONTRACTOR SHALL PAY THE G09T5 FOR ALL WATER USED DURING THE INSTALLATION AND MAINTENANCE PERIOD. MIN. III—III— —III—III—III— III=III=III=II IIII=IIII=IIII�I I�III-I IAGK CAUPLER VALVE 15. MYLAIZ A5-BUILTS ARE TO BE PREPARED BY THE CONTRACTOR =III=II =III =III L IFFIGATION GONTI;�01_,LEF 5Uf POf�T DETAIL, IGONST�fZU�TIONTOF THEICE, GD �NRDAyABU R �N5 �—III D SDTfZI�GT TAIN RECEIPTN� GLEAN BACKFILL -SEE SPECS FOR MATERIAL. _� =�#4 x 30' LONG REBAR ATTACHED NOT TO SCALE (2 SETS OF MYLARS REQUIRED.) 90s: COMPACTION REQ'D �. �,i� TO QUICK COUPLER W/ 2 STAINLESS 16. AT COMPLETION OF MAINTENANCE PERIOD INSTALL LOCKS STEED WORM GEAR CLAMPS. PROVIDED BY THE CITY ON THE BACKFLOW PREVENTER GAGE. NON -PRESSURE LATERAL LINE, SNAKE PIPE IN TRENCH. REVISIONS: PRESSURE SUPPLY LINE 12' LONG 5GH 80 PVG 'LONG 9GH 40 PVG NIPPLE N0. DESCRIPTION DATE ENG. AP. APPROVED DATE SNAKE PIPE IN TRENCH. THREADED NIPPLE I PER CITY OF FONTANA 3/II/q4 CONTROL WIRE`S -BUNDLE GH 40 PVG `?xT ELL I PER GAL TRANS 3/11/q4 AND TAPE AT 5' O.G. AND c --)GH 80 PVG THREADED ELL INSTALL ADJACENT TO PRE5URE SUPPLY LINE. 5 `)GH 40 PVG OFFSET FROMNOTE: SEE ADDITIONAL RELATED NOTES AND DETAILS ON OTHER LSS S S ANDSCAPE HEETIN THIET. MAINLINE TO QUICK COUPLER lvpr LOCATION. — -- . .. .... ... • • • • • • • • . . . . PROVIDE 2' OF GLEAN 5GH 40 PVG 5T ELLS (2) SYSTEM DESIGN PRE95URE5 - -- — ...................... BACKFILL. 6' NOTE: PROVIDE OWNER WITH ONE QUICK COUPLER KEY, ATTACHED H09E WATERMETERMETERADy 20 511 CITY OF 1CALIFORNIA SWIVEL, AND 100' OF 3/4' SWAN PRO HEAVY-DUTY RUDDER H05E. BACKFLOW PREVENTER 12 P51 TYPICAL AUTOMATIC VALVEh 4 P51 '' PUBLIC WORKS DEPARTMENT NOTE: PIGTAIL GONTROL. WIRE AT ALL 45 DEGREE OR GREATER BOX INSTALLATION SHALL CONFORM WITH GAL -TRANS VALVE BOX MAWUNE9 3 P91 CHANGES IN DIRECTION, PIGTAIL BY COILING 24' OF WIRE DETAIL ABOVE, INCLUDING WOVEN WIRE U,OTH E GRAVES LAYER. DRAWN: AL—MART REDEVELOPMENT CENTS DATE: AROUND A I/'L' DIAMETER PIPE, THEN REMOVING THE PIPE. EL NATION CHANGE O P91 JWS 12/29/93 INSTALL ALL PVG PIPE WITH THE LABEL FACING UP. NOTE: SWING JOINT TO BE SAME SIZE A5 QUICK COUPLER VALVE, TOTAL DEMAND 13 GPM, 43 1'91 DESIGNED: PM #13614 CONFIRM STATIC PRE99UIZE AT JESS STRYKER & ASSOCIATES J. STRYKER FOOTHILL BLVD SECTION , SECTION MITE USING A i'RE:SURE GAUGE PRIOR TO IN9TALLATIONI JessStryker.2743 Landsc 'Req. #1693747 CHECKED: MEDIAN ISLAND LANDSCAPE z z F I F2 ff- F2 I� H G � M � N T QIJIGK G0LJFLff_F VAI.,Vff- Re gTX JWS IRPIGATION DETAILS OF 23 SHEETS P.O. Box 7789 / Fresno. C (209) 252-7931 W.O. APPROVED: . 4�lB ?. 9.9J" E -/,L- CITY ENGINEER R.C.E. 2 512 6 ZIOB'/,