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HomeMy WebLinkAbout3231-5T IE % C A P e Landscape Architecture and Planning 19762 MacArthur Blvd., Sten 130 Irvine, CA. 92612 Richard Polhamus, Ucense CA—#2782 (949) 644-9370 (949) 476-1432 FAX BOX SC BE PLACED AT RIGHT' ANGLE TO HARDSCAPE EDGE w/ VALVE #ETCHED IN LID 1 �i IRRIGATION NOTES 12"X18" PLASTIC BOX AND -COVER WITH LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24") DIAGRAMMATIC PLAN WATERPROOF WIRE CONNECTION THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED 12 "O R AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN VALVE BOX W/ LOCK CHRISTY'S LD TAG (STANDARD) HARDSCAPE AS NOTED PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE. SECURE TO SOLENOID PIGTAIL SPRINKLER ADJUSTMENT REQUIRED FINISHED GRADE FINISH GRADE GATE VALVE FINISH GRADE 3/4' a THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS OVERSPRAY AND 6» FOR OPTIMUM PERFORMANCE AND PREVENT ONTO WALKS Q ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST 6" MIN. FROM HARDSCAPES PVC MALE ADAPTER II II _ II 1 I I II �� DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY : — 12"MAX. TOP _i 12" PERCENT (50%). 4. g..d 1 CU. FT. PEA GRAVEL _ = SOL NOID OF VALVE I Pvc LINE PIPE INSTALL NECESSARY CHECK VALVE IN HEADS THAT EXHIBIT TENDENCIES FOR LOW HEAD DRAINAGE. III-III-III III-- NON-PRESSURE LATERAL UNE z z I-III-III-II III-_-III_ I I � „ / -..— NON-PRESSURE FIELD CONDITIONS - VIII=III=III=1111III E I III-I I ►— 18 MIN / LINE FITTING ---/// UNION CONNECTION DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE -III—III-I - -III-III III- LATERAL LINE III II MAINLINE e ,bay Z4-:m.,�. --PEA GRAVEL "� '� �� `' DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR 00 N I II-1 I I -III: "' �•'" �"" (MIN.3 CU. FT.) b b GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE 1=) I 1=1 I 1=1 11= PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS 1=_ PRESSURE SUPPLY LINE PVC ELBOW (TYP. 2 PLACES) NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY CONTROL WIRES =III=III III=III: O O 00 00 ao co� • PVC LINE PIPE REVISIONS REQUIRED. I III-II III-III- III=III III=III 6" CLEAN BACKFILL c 000 COMMON WIRE -� PVC SUPPLY LINE FITTINGS(SXSXS) (CONTACT CITY LANDSCAPE ARCHITECT TO INTERPRET ANY SITE QUESTIONS) I I—III —III: CONTROL WIRE J SWING JOINTS III-I I III—III— -III-111_ 111-111: NOTES: INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS, _ I =1 I I=III III=III-I 1=1 I I-I 1- 2" X 4" R W D. BLOCK 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 1.I-III=1 AS PER DETAIL. MIE- IIII3. 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. MINIMUM PRESSURE AND MA��IMUM GALLONS REQUIRED III—II I I I I=1 11=1 11=1 11=1 I I—I 11=1 I I—' USE TEFLON TAPE ON ALL THREADED FITTINGS. 4. ONE VALVE PER VALVE BOX THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN. BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY 6 �� MIN. NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED GATE VALVE �' /� /� (� T ( TYP. BR_A_S S �MO 1 E CONTROL VALVE GALLONS PER MINUTE IS NOT AVAILABLE. WATER LINE UNDER PAVING _ ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP. SYSTEM COVERAGE FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO POP-UP SHRUB HEAD WALK OR CURB THE IRRIGATION CONTRACTOR IS TO ADJUST 'BEAD LOCATIONS IN THE FIELD IN LARGER THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE 1 1/2-QUICK COUPLER VALVE 10 VALVE BOX MARKED W/ 2" ORDER TO GUARANTEE 100% COVERAGE. CONTRACTOR TO CONTACT THE INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE (S) RESULTING IN OF TRENCH I,CAN BE FILLED WITH ROCK SCREENED 2" MINUS. FINISH GRADE LETTERS READING Q.C. 12" MIN. FROM HARDSCAPE MATERIALS ADDITIONAL COST TO THE OWNER. FINISH GRADE a a ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%. , 1 . 1 �2". • I - I -III-III-III-I I I-III-III-_I 1 I=1 I-III-III- ° �_ INSTALL ALL ALL PVC PIPE WITH LABEL UP. °° , o I =-III-I -- _ = I1=111=1I1=1I1=1I1=1I I-1I1=1I1=1I1=1I I=1I1=1I I-1I I I I1=1I1=1I IE I I I-I I1=1I I-III-I I I-I I IE I I1= _ III-III-III-III-III-III III-III-III-III-III-III I I III -III-III-III- III-III-II - - SNAKE ALL PIPES IN TRENCH.III=III-III=III-III-111-III-III I I—III III—) (-III-I (�—III—III-III-I ( III III III-III-ILI-III-III-III=111-III-III= 6" MIN PEA GRAVEL _ BUNDLE AND -TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE ' ') „ I=I I I=I 2 x 4 RWD OR BRICK T� t)) ��(�! j ('+ IMU ATION LEGEND SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE =III_ BRASS STREET ELL TYP. CHANGES IN DIRECTION. _III= RASS NIPPLE 6" MIN SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI QTY PRESSURE MAIN LARGER THAN 2" SHALL BE P.V.C. CLASS 315 SCH 80 PVC NIPPLE -_ b 30 SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. THREADED BOTH ENDS PVC SHC 40 TEE OR ELL TORO 570 Z-12P-COM-8Q QUARTER SPRAY HEAD 8' .24 LATERAL LINE SIZE TO BE NOTED ON PLAN 0 TORO 570 Z-12P-COM-8H HALF SPRAY HEAD 8' S0 30 CONTRACTOR' SHALL' PROVIDE SLEEVES OR CONDUIT LINES WHEN PVC STREET ELLS 4 30 MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. TORO 570 Z-12P-COM-12Q QUARTER SPRAY HEAD 12' .50 374 24" MIN. #4 REBAR, ATTACH 0 TORO 570 Z-12P-COM-12H HALF SPRAY HEAD 12' 1.09 30 CONTRACTOR' SHALL' PROVIDE 24" OF COVER OVER PIPE NOTE: W/(2) STAINLESS STEEL BANDS Ch TORO 570 Z-12P-COM-15Q QUARTER SPRAY HEAD 15' 85 30 SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE O INSTALL 12" SHRUB POP-UP HEAD 1 1/2" 0 TORO 570 Z-12P-COM-15H HALF SPRAY HEAD 15' 1.65 30 3„ AND LARGER. ABOVE F.G. NOTE: CONTRACTOR MUST USE TORO 570 ADJUSTABLE ARC NOZZLES OR 570 V-15 NOZZLES TO AVOID OVERSPRAY AND INSURE FULL COVERAGE. 0 F.G. — 1 1/2" BELOW WALK OR CURB USE TEFLON TAPE ON ALL THREADED FITTINGS THE CONTRACTOR IS REQUIRED TO USE 570Z-COM (CHECK-O-MATIC) POP-UP BODY'S ON ANY HEADS ON A SYSTEM WITH Y OR GREATER ELEVATION CHANGE. O CHECK VALVE FOR LOW HEAD DRAINAGE THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10' NOZZLES AS REQUIRED IN THE FIELD. ANY HEADS THE NEED A REDUCTION OF MORE THAN 50% OF THE LISTED SPRAY PATTERN WILL REQUIRE TORO PCD SCREENS. A NIBCO BRASS BALL VALVE SUPERIOR 950-DW ELECTRIC REMOTE CONTROL VALVE (SIZE INDICATED). 25 @ V 6 @ 11/2" SHRUB POP—UP MEAD QUICK COUPLER TRENCHING DETAIL (EXISTING) FEBCO 825Y 2" REDUCED PRESSURE BACKFLOW PREVENTER W/ WYE-S INER IN LEMUR VANDAL-RESISTANT STEEL MESH ENCLOSURE - SEE DETAILS VERIFY LOCATION IN FIELD. (EXISTING) WATER METER - DEDICATED TO MEDIAN IRRIGATION. CLEAN BACK FILL SATURATE AND COMPACT TO 90� STRIP WIRES APPROX. 5/8" FROM ENDS VERIFY LOCATION IN FIELD. CONC. WALK 1 1/2" ® (EXISTING) SUPERIOR 950-DW ELECTRIC PRESSURE REGULATING REMOTE CONTROL MASTER VALVE HARDSCAPING VERIFY LOCATION IN FIELD. 0 R CURB "' �' ' •• (EXISTING) 'DATA INDUSTRIAL'-2" FLOW METER NATIVE BACKFILL 2" MINUS _ FINISH GRADE STEP 1 VERIFY LOCATION IN FIELD. NON PRESSURE LATERAL LINE W/SLEEVE -I �.'• .a. '.. ;. ` •�' O (EXISTING) 11/2" GRISWORLD 2230 MASTER VALVE / PRESSURE REGULATOR. N PRESSURE SUPPLY LINE W/SLEEVE ; ,�•. : %'. a • _ I I I( I I I I I TWIST CONNECTOR UNTIL WIRE END REACHES BOTTOM VERIFY LOCATION IN FIELD. - :.:'.;:••y:,':'::' . ••. CONTROL WIRE SLEEVE I I I I I I I I I I I HI POP SHRUB HEAD © AUTOMATIC CONTROLLER LOCATION - SEE NOTE. 1 • LOCATE IN FIELD BEHIND MONUMENT SIGNAGE. SAND BACK FILL RAINBIRD QUICK COUPLER 44 LRC 19 2" MIN — — — — — — — STEP 2 2,570 LF @ 3/4.. 6» PVC CLASS 200 LATERAL LINE- 12" COVER IN PLANTING AREAS, 1,880 LF @ V NOTES• MIN PVC STREET ELL ON ENT F SEALING/2 OFF 24" COVER UNDER PAVING. - SIZES INDICATED. 729 LF @ 1 1/4" 293 LF 1 1/2" @ END AND NSERT CONNECTOR OPPOSITE END — — — (EXISTING) 2" PVC SCH 40 MAINLINE - 18" COVER INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER LATERAL LINE WITH IN PL G AS 4" COVER UNDER PAVING - SIZES INDICATED. B SPEC. PVC TEE OR ELL ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE — DOUBLE SWING JOINT —. — — PVC SCH 40 MAINLINE 11/2" AND SMALLER, CLASS 315 2" OR LARGER - 18" COVER 2,510 LF @ 2" SLEEVED. 2 EA. PVC STEET ELLS IN PLANTING AREAS, 24" COVER UNDER PAVING - SIZES INDICATED. * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL STEP 3 — — = ( G VC SCH E -SIZE AND LOCA N R CONTRACTOR TRAFFIC WAYS. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY NOTE: WRAP OPEN END OF SEALINGPACK WITH TAPE. ALLOW TO SET UNTIL RESIN JELLS _ _ _ _ _ _ _ _ (EXISTING) PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2X DIA. OF PIPE. - SIZE AND LOCATION INSPECTOR PER CONTRACTOR -PROVIDE SLEEVES UNDER ANY PAVING THAT EXCEEDS 4' WIDE. INSTALL HI-POP IRR. HEAD 1 1/2" ABOVE F.G. IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND F.G. 1 1/2" BELOW HARDSCAPE INDICATES STATION NUMBER PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON GROUND LEVEL. X x' INDICATES CONTROLLER x INDICATES GPM STEP 4 INDICATES VALVE SIZE "SCOTCH" SEALING PACK North Vavles Added: Quatity Revised SLEEVING DETAIL HI—POP SHRUB HEAD WIRE CONNECTION Net add of (7) 1"Superior 950DW valves. ReplAce (2) 11/2" Superior 950DW valves w/ (2) 1" valves ( Prior To Install) for a deduct. FINISH GRADE CITY OF FONTANA MAIN SUPPLY, LATERAL AND WIRING IRRIGATION CONTROLLER STANDARD MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING _ _ _ _ _ _ _ _ _ _ _ _ _ _ -111-111-III III-III-III-I I I- 111—III—III-III-III—III=1 RISER — - FOR COMMUNITY FACILITIES DISTRICTS - 5216 'LATERAD '. 18 12 ; 4" .18 s i MAIN OR LATERAL LINE -L - - — — TEE OR ELL (CFD'S) 1. Toro Network 8000 Model # 132-86-08, 32 station field WIRING .' MAINLINE ELEVATION 12" NIPPLE satellite controller. ELEVATION VIEW 2. Mount in Strong Box Model No. SB-24SS/12OV. (Stainless Steel) • TEE OR ELL — — — — — 3. Provide Rainmaster 32 PC 'Pigtail' for remote control operation. MAIN OR LATERAL LINE 4. Provide Cambell Scientific Inc,TE525 tipping bucket ALL MAINLINE SHALL '' INSTALL ALL 120 "' MARLEX STREET ELL(PRIVATE) (Heavy Duty Model) BE INSTALLED PER VOLT WIRE IN MFG'S SPECIFICATION CONDUIT PER LOCAL CODE PROVIDE A 20" LOOP OF WIRE PVC STREET ELL PUBLIC ( ) » 12 NIPPLE 5. Provide Sensor Input Board (SIB) Model #995-63 t0.� interface with flow meter and rain shut off device. r ��,� NDS Ape Pp ® f SNAKE ALL PLASTIC IN ALL CHANGES OF DIRECTION PIPE INTO TRENCHES GREATER THAN 30 DEGREES REMOVE TAPE AND BUNDLE WIRING AT TIES AFTER ALL CONNECTIONS 10' O.C. MAXIMUM TO MAINLINE. AS SHOWN HAVE BEEN MADE PLAN MARLEX STREET' ELL(PRIVATE) PVC STREET ELL(PUBLIC) 6. Provide Radio Link Kit #89-7611 to communicate With Central command. All radio equipment Shall be y .vim 2782% 1� PLAN VIEW SCHEDULE 40 STREET ELL SCHEDULE 80 PVC RISER compatible with VHF. " natu 0� 7. Provide ground rod and surge protection for each NOTE: satellite controller. DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING Contact: Curtis Newman v C C CITY Or NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE California Turf - r®���� 80 PVC UNLESS OTHERWISE SPECIFIED 619 520-6181 LANDSCAPE PLANS USE PVC STREET ELLS W/TEFLON TAPE FOR ALL 619 793_3999 800 774 8873 �Pager) Main' Office ) DRAWN Int SC&D SIERRA AVENUE MEDIAN PUBLIC Joas AS SHOWN Park and Landscape Development Section, Engineering Division DESIGNO HYD DATE, Community Development Department, City of Fontana (1/26/98) PIPING AND WIRING SWING JOINrl CFECICED HYD APPROVED HY / _ / — S�ISZ Q(� / DMG. NOd /"�,,,�,,;�. 1'l�Lt.Q d•1.�� DATEI _/ off/ X3231 5 pot CITY DM EER R.0 E EXP. DATE 13 T IE % C A P e Landscape Architecture and Planning 19762 MacArthur Blvd., Sten 130 Irvine, CA. 92612 Richard Polhamus, Ucense CA—#2782 (949) 644-9370 (949) 476-1432 FAX