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HomeMy WebLinkAbout3029-15RR I OAT I ON NOTES DIAGRAMMATIC PLAN This system is diagrammatic. All pipes, valves, etc. shown within paved area are for design clarification only and shall be installed in planting area and joint trenches wherever possible. SPRINKLER ADJUSTMENT REQUIRED The irrigation contractor shall flush and adjust all sprinkler heads for optimum performance and prevent over -spray onto walks and roadways as much as possible. This shall include selecting the best degree of arc to fit the existing site conditions. Contractor to use pressure compensating screens when radius is reduced more than fifty percent (50%). FIELD CONDITIONS Do not willfully install the sprinkler system as indicated on the drawings when It is obvious in the field that unknown obstructions or grade differences exist and should be brought to the attention of the owner's authorized representative. In the event that this notification is not performed, the contractor must assume full responsibility for any revisions required. SWING JOINTS Install all heads with double or triple swing joints, using street ells, as per details. COORDINATED WORK It is the sole responsibility of the irrigation contractor to familiarize himself with all grade differences, location of walls, etc. contractor shall coordinate his work with the general contractor and other subcontractors, for locating pipe sleeves through walls, under roadway paving, etc. MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED 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 notify Landscape Architect if pressure is not as noted or the required gallons per minuet 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 The irrigation contractor is to adjust head locations in the filed in order to guarantee 100% coverage. Contractor to contact the Landscape Architect prior to any major change(s) resulting in additional cost to the owner. PUMP SPECIFICATION Factory pre -piped and pre wired system, mounted on a hot dipped galvanized steel fabricated base. Designed for a capacity of 384 GPM and 150 feet of head. Contractor to verify static water pressure before ordering system. Pump to be vertical inline unit with integral flanged inlet and outlet. Unit to be cast iron/bronze fitted (cast Iron volute, bronze case wear ring, bronze enclosed impeller) volute, bracket and back -plate to be fusion bond epoxy coated with 'Scotchkote' 134. All nuts and bolts to be stainless steel. Motor 20 hp, 3,550 rpm, 46OV, 3 phase totally enclosed fan cooled, frame 254 JM. 56C frame motors are not acceptable. Motor to be non -overloading anywhere on the performance curve without use of service factor. Steel skid•base shall be minimum of 3"x3" angle with full-length ends to bolt unit down. Base to be hot dipped galvanized after fabrication, (other coatings not acceptable). Piping and fittings, flanged spools of schedule 40 steel with class 150# welded flanges. Piping to be hot dipped galvanized after fabrication. Inlet and outlet to be fumished with companion flanges. Bypass to be provided. Furnished with a full lug butterfly valve. All nuts, bolts, and washers to be stainless steel. Plated parts are not accepted. Gauges to be 2.5" faced with brass 1/4" bottoms and stainless steel backed. All gauges to have a'/4" mate/female ball valve. Gauges to be liquid filled for vibration dampening. Butterfly valves to be full lug type with ten position handles, aluminum bronze discs and stainless steel stems. All nuts and bons to be stainless steel. Pressure regulating valve to be a Bermas 720 -20 flanged type with integral check feature or equal. Seat to be stainless steel rated up to 200 PSI. Valve to be fusion bond epoxy coated. Pump control panel to be nems 3R, of 304 stainless steel construction. Panel to be door In door dead -front type construction with provisions for outer door to be pad -lockable. A full inner door to have handle for circuit breaker type disconnect, reset button and HOA switch. Control panel to be mounted on outside of system enclosure. UL labeled unit to contain the following: • Circuit breaker disconnect, (nema rated) • Control circuit transformer, fused primary and secondary). Overloads on all legs. • No flow off relay with 0 -20 second time delay. Panel to have 24V relays, (one for every controller). • Panel to be drilled in bottom with enough holes for all power and relays. A name 4x flow switch to be installed in suction piping to determine "no flow" condition. McDonnell Miller FS8W or FS20 watts. Enclosure to be fabricated galvanized steel and powder coated "Desert Tan" inside and out. Top of cover to be hinged for easy access and have hold open supports. Cover also to have provisions for padlocks, (16 gauge steel). Testing, pump system to be -hydro tested at 100 PSI. Pumping system to be painted with two (2) coats of industrial enamel, except enclosure which is powder -coated. Factory representative to be available for start up. Each system to be furnished with a spare mechanical seal. Bronze shaft sleeve, impeller nut and washer and case gasket as spare parts for each pump. Pump system to be hydro boost model: IL3858SP13OP2-20.0 CDEFLMNQ Contact Tom Lang at Bear State . Pump for pump assembly. Phone number (800) 350-1660. Fax (909) 923-9812 * Provide pressure off delay timer @ 1-30 sec. range. GI TY OF FONTANA RRI eATI ON CONTROLLER STANDARD FOR COMMUNITY FACILITIES DISTRICTS (LI=D'S) 1. Toro Network 8000 Model # 132486-08, 32 station field satellite controller. 2. Mount in Strong Box Model No. SB-24SS/12OV. (Stainless Steel) DUAL ENCLOSURES MAY BE USED. 3. Provide Rainmaster 32 PC'Pigtail' for remote control operation. 4. Provide Cambell Scientific Inc,TE525 tipping bucket (Heavy Duty Model) (One required on site) 5. Provide Sensor Input Board (SIB) Model #995-63 to interface with flow meter and rain shut off device. 6. Provide Radio Link Kit #89-7611 to communicate with central command. All radio equipment shall be compatible with VHF. To be located in the master controller, others will link with cable 7. Provide ground rod and surge protection for each satellite controller. 8. All systems must be certified by a Toro rep. for proper function prior to city acceptance. Contact: Curtis Newman California Turf (619) 520-6181 (619) 793-3999 (Pager) (800) 774-8873 (Main Office) Park and Landscape Development Section, Engineering Division Community Development Department, City of Fontana (1/26/98) I RR I OAT I ON LEGEND SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI QTY. d] TORO 570 Z-PRX-12P-COM-5Q QUARTER SPRAY HEAD 5' .10 30 0 TORO 570 Z-PRX-12P-COM-5H HALF SPRAY HEAD 5' .20 30 TORO 570 Z-PRX-12P-COM-8Q QUARTER SPRAY HEAD 8' .25 30 • TORO 570 Z-PRX-12P-COM-8H HALF SPRAY HEAD 8' .50 30 Q TORO 570 Z-PRX-12P-COM-8F FULL SPRAY HEAD 8' 1.0 30 TORO 570 Z-PRX-1 2P -COM -1 2Q QUARTER SPRAY HEAD 12' .50 30 0 TORO 570 Z-PRX-12P-COM-12H HALF SPRAY HEAD 12' 1.09 30 TORO 570 Z-PRX-12P-COM-12F FULL SPRAY HEAD 12' 2.19 30 1388 TORO 570 Z-PRX-1 2P -COM -1 5Q QUARTER SPRAY HEAD 15' .85 30 p TORO 570 Z-PRX-1 2P -COM -1 5H HALF SPRAY HEAD 15' 1.65 30 QO TORO 570 Z-PRX-1 2P -COM -1 5F FULL SPRAY HEAD 15' 3.60 30 E TORO 570Z-PRX-12P-COM-2SST STRIP SPRAY HEAD 2X6' .09 30 11 TORO 570Z-PRX-12P-COM-4EST END SPRAY HEAD 4X15' .45 30 0 TORO 570Z-PRX-12P-COM-4SST STRIP SPRAY HEAD 4X30' .90 30 TORO 570 Z-PRX-6P-COM-8Q QUARTER SPRAY HEAD 8' .25 30 TORO 570 Z-PRX-6P-COM-8H HALF SPRAY HEAD 8' .50 30 Q TORO 570 Z-PRX-6P-COM-8F FULL SPRAY HEAD 8' 1.0 30 TORO 570 Z-PRX-6P-COM-12Q QUARTER SPRAY HEAD 12' .50 30 370 V TORO 570 Z-PRX-6P-COM-12H HALF SPRAY HEAD 12' 1.09 30 Q TORO 570 Z-PRX-6P-COM-12F FULL SPRAY HEAD 12' 2.19 30 TORO 570 Z-PRX-6P-COM-150 QUARTER SPRAY HEAD 15' .85 30 O TORO 570 Z-PRX-6P-COM-15H HALF SPRAY HEAD 15' 1.65 30 t� TORO 570 Z-PRX-6P-COM-15F FULL SPRAY HEAD 15' 3.6 30 El TORO 570 Z-PRX-6P-SB-2-180-PC2 STREAM BUBBLER 2X6' .09 30 570 Z-PRX-6P-SB-90-PC2 (CONTRACTOR TO DECIDE IN FIELD WHICH BUBBLER TO INSTALL) CONTRACTOR MUST USE TORO 570 ADJUSTABLE ARC NOZZLES OR 570 V-15 NOZZLES TO AVOID OVERSPRAY AND INSURE FULL COVERAGE. THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS THAT ARE ADJACENT TO WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT OCCUR. THE CONTRACTOR IS REQUIRED TO USE 570Z -COM (CHECK-O-MATIC) POP-UP BODY'S ON ANY HEADS ON A SYSTEM WITH TOR GREATER THAN ELEVATION CHANGE- OR AS NEEDED IN FIELD. THE W 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. l�1 TORO XP30OP-07 QTR. ROTOR HEAD 38' 1.54 40 O TORO XP30OP-07 HALF ROTOR HEAD 38' 3.1 40 244 TORO XP30OP-07 FULL ROTOR HEAD 38' 6.1 40 O TORO 641-02-40 QTR. ROTOR HEAD 52' 7.3 60 © TORO 641-02-42 HALF ROTOR HEAD 56' 14.0 60 O7 TORO 644-02-40 HALF ROTOR HEAD 52' 7.3 60 286 O TORO 643-02-42 FULL ROTOR HEAD 56' 14.0 60 10 TORO 300-00-93 QTR. ROTOR HEAD 28' 1.02 35 11 TORO 300-00-93 HALF ROTOR HEAD 28' 2.04 35 25 © HYDROBOOST IRRIGATION PUMP - CONTACT BEAR STATE PUMP (800) 350-1660 1 EA. PUMP DESIGNED FOR 384 GPM @ 67 PSI PUMP MODEL NO.: IL385BSP130P2-20.0 CDEFLMNQ Q RAIN BIRD 33 DLRC LOCKING W/ RUBBER CAP, QUICK COUPLER. 33 EA. ® 'DATA INDUSTRIAL'- 220BRO06-1211 FLOW SENSOR 1 EA. H NIBCO BRASS BALL VALVE (LINE SIZE) T-585-70 (3/4"-2") / T-580-70-66 (2-3/4"-3") 6 @ 21/2" 4" AND LARGER TO BE FEBCO NRS SERIS GATE VALVE - LINE SIZE. 4 @ 3" 0 TIPPING BUCKET- APPROXIMATE LOCATION 15 @ 4" ® SUPERIOR 950 DW SERIES REMOTE CONTROL VALVE - SIZES INDICATED 2 @ 1" 126 @ 11/2" Q WATER METERS - REFER TO CIVIL PLAN 5 @ 2" (3) 2" FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER W/ 2" WYE -STRAINER 3 EA. - SEE DETAILS O AUTOMATIC CONTROLLER LOCATION - SEE NOTE. 6 © 6" GRISWORLD 2265 ( NORMALLY OPEN) MASTER VALVE. INSTALL DOWNSTREAM 1 EA. FROM FLOW SENSOR. PVC SCH 40 LATERAL LINE -12" COVER IN PLANTING AREAS, APROX. 24" COVER UNDER PAVING. - SIZES INDICATED. 33,110 LN FT. PVC MAINLINE CLASS 315 WAND UNDER -18" COVER IN PLANTING AREAS, 24" COVER 110 LN FT @ 2" UNDER PAVING - SIZES INDICATED. 1440 LN FT @ 21/2" MAINLINE RUBBER RING JOINT - CLASS 200 PVC 4" AND LARGER - 30" MINIMUM DEPTH 1200 LN FT @ 4" COVER - SIZES INDICATED. 3260 LN FT @ 6" SPECIFICATION FOR PIPE AND FITTINGS All pipe 2.5: and larger in diameter shall be PVC rubber ring joint pipe and shall be installed using LEEMCO ductile iron Slant Bell fittings. LEEMCO Joint Restraints shall be used on all fittings that entail change of direction and reduction in size. Rubber ring joint fittings (2.5" and larger) shall be LEEMCO Slant Bell, ductile iron four (4) lug fittings. PVC fittings (larger than 2") and saddles will not be permitted. All mainline and sub -main pipe shall be class 200 Basketed PVC. For technical support or literature contact Tom Gentile at (909) 461-0942 or Nunzio Di Christopher at (916) 202-1333. - - - 4" PVC SCH 40 WIRE SLEEVE 2x DIAMETER OF PIPE 340 LN FT - - - - - PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. - PROVIDE SLEEVES UNDER 995 LN FT - - - - ANY PAVING THAT EXCEEDS 2' WIDE. INDICATES STATION NUMBER -< CXX INDICATES CONTROLLER -- INDICATES GPM INDICATES VALVE SIZE PRESSURE LOSS CALCULATIONS VALVE # (6) VALVES SIMULTANEOUS SYS LOSS PSI AVAILABLE ® P.O.C. BEFORE PUMP (53.01 elev.) 55 PSI WATER METER (5 ® 2') 4.30 SERVICE LINE 2.25 6" MAINLINE 0.36 GATE VALVES 6.0 (3) BACK FLOW PREVENTERS 14.0 WYE -STRAINER 2.5 MASTER VALVE 3.2 (REMAINING PSI INTO) PUMP 32.61 PSI ADDITONAL PUMP PRESSURE +65 PSI PSI TO SYSTEM 9 7.6 1 PSI (6) VALVES SIMULTANEOUS MAX GPM 384 VALVE 3.8 MAINLINE (4" LOOP ® 960) (6" LOOP ® 3240) 5.18 LATERAL LINE & FITTINGS 8.0 ELEVATION CHANGE N/A MINIMUM OPERATING PRESSURE 60.0 SYSTEMS PRESSURE LOSS 76.98 10 9' RESIDUAL PRESSURE REQUIRED DESIGN PRESSURE REQUIRED RESIDUAL PRESSURE REMAINING 7.7 I 84.68 97.61 84.68 PSI TO SYSTEM (AFTER PUMP) DESIGN PRESSURE REQUIRED + 12.93 PSI 12' MAX 4' 3 Estimating & Installing Leemco Joint Restraints.... Based on 125 PSI pressure, Sandy -Clay soil mblture, 20 feet dftm between the restrained fitting and the next joint 6/2000 F -2026A For estimating. purposes, it is bask to first make a s&*duie (fable) of all ductile Iron Nings on the project. Then next to each fitting Jot down the number and type of joint restraints required using the Nowlrlg dmMifled guide. Think of joint restraints the same way as with tint bkocks. Thrust forces are created by changes in (firecticur (bends) and pipe diameter changes: Direction of flow plays no significant role ... static pressure plays a key role. Long runs of pipe that encounter no significant bend (say less than 15 degrees) and encounter no reducers do not require joint restraints. 1. Bends: 90, 45 4 22 2", 2.5" and 3" Siam: C. 8" and S" Shea: 10" and 12" Sizes• Use two LH -Soft Rs`frWtft Use two LH -soles for the 90 and two Idea two LH -Wes for the 90 lend four one for each and d the 90. LB -Series for pipe -t >Pl ie joitata pipe tp �� 45 -degree 2", 2.5", 3", 4", b" Sizes: E", io" and 12" Sires: All Blooms: Use two U11-801es Restraints Use two LH -Series and two LB4edw 224epree BaKk mquire two U"sews. No re"flts raMAW for the rod lointe. 2. Reducers In addilian to to reducer, the rood two For reowns d economy, It is best b In aditm to lhs reducer, the need joint 0* on to larger diameter " need L& avoid deduce at a an the larger darnoW needs one LB- Series for thefai"*p re&&M tee or a bead. BoM eerie of mduosr: genies tbrthe tolawkg reductions: 6x2, 6 x 2.5, 8 x 4, 8 x 3,10 x 8,12x10, 12x8. must las restrairued using IJ•t rreg' 4 x Z 4 x 2.4 6 X 3, 6 X4.8 X 6, Mom some mdudonm (10 x 4,10 x 3, 10 x 8 12 x 6) require those, 1.134eriea. Estimating & Install.ing Leemco Joint Restraints... Based on 125 PSI pressure, Sandy -Clay soil mixture, 20 feet distance between the restrained fitting and the next jdnt 612000 1+-2027A 5. Vertical Offsets ... slopes 6. Lon_p Runs of._.Pipe Use Lid -Series mftft on boar bonds and U Series on all joints PlIm Joints on relaivety straight nuns of pipe tired do not between the two bends. Use U) -series on the need joiM.to d* encounter a maim chmp In dIactim PaW igen 15 bends as shown abaft degrees) or a reducer do not require joint rodr dMs. 7. Dead Ends Service EL ... An f1 lo the end d a rrlairitrl8 that cl m" to a Idend be tis u one 1.10o les for th Use 1.144orles on the cap and the fdkWng LB -series for the AM a " the o **Sam l.& Sam dtfw copreetrairuts on (otnlo as rowmirnended belwr. , . _- ft WHOM an i nt 7, 2.5", 3" 1 8' 4 7, 2.5, 3" 0 8' 3 4• 2 117 5 4' 6 1 10' S G 2 12 $ 8. Push -On. in -Line Gate Valves 9., MJ & Flanged Gate Valves 0 0 LG -Series coreisla of Iwo W-Selies and two Tia•8ara and is used LMJ Series ooneista dare I.H4aries end two MJ�LK links b b resb>dn a push on Bake Wo Installed on a mdn. Acleoent joints oscura one end d an MJ a Flengedgate a suoorrrelc wuftirer. needits when ere gate calve is fr►atsled oboe Ito a bender In the lirusoieft above, Iwo.LMJ-Series motrairnaam used. a reduucercer.. TIPPING BUCKET Estimating & Installing Leemco Joint Restraints Based on 125 PSI pressure, Sandy -Clay soil mixture, 20 feet distance between the restrained felting and the next joint 6/2000 F Z026B 3. Tee When pipe dap the M does plot . . change in sits, only the bmnch 4", 6", 8" Bench S(za: 10",12" Branch Sizes: end needs a lH-Sedee re*Wnt. One LH -Series on the branch end Ona W -Series on 11he branch end and two 1.8- 2", 2.5", 9" Stanelir Size: and or* 1.6tWies on the need joint Series on iia read Iwo joints. One W -Series on the bmroh end Reducing Tee's The next joint after a re*alned D tNlg could be another dude Iron fMng... such as a Service Tee... When the next joint is another fitting, simply M= phi slong lag d>a Vn in restrain the ductile iron fitting using LH - size, d sides d Tee must be Ab8 the tun, eddl cad joint Series restraints Irastsed of LB -Series that fined using W Series. Onttm restraints maybe needed an the are made for pipe -to -pipe conr*cGons as branch and the manure rules as shown Ww dernier end, using to same ilu bated below. Ages asforgo4gree bends. 4. Service Tee's ... norm& t, mouire restraints. SeNae Tee potiides ihreerded "Mew Topmw outlet foroorrrteetloru balelerd To restrain a ServiwAce Tee, use Iwo Pipe to Plpe rastn i t (LB4eries) conshk d fins. ltdoes not require reebairrts LH-Serimi nlem are for each two L44oriss damps ash and two LTB -140 txha k is fire nsad john io a (far 8' and erneler) ortwo LTB 200 {for 10' titttrp that rsqulres k.111) be end and 17) lie bars. restrained Estimating & Installing Leemco Joint Restraints Based on 125 PSI pressure, Sandy -Clay soil mixture, 20 feet distance'between the restrained fitting and the next joint 6/2000 F-20278 Deallna M. Shorter Than 20-foot.Distances .. . "M the distaribe between a restrained fitting to the nod joint"a loss. than 20 teat, the abm raoommerldsla is we no k%Wvald One no mler in title followbp-Table to his the length (in feet] for each sia* pe fld ng whNn which al. joko must betestrwined. As an example, whereas a 6', 9D mom only one Lt1•Seriee reldralMvrrhen using W4cot pipe, It would require two L84oda if to pips is spiced I* Iwo 10 4cd torah segments. Pipe Bends Torque t� 4" DIAMETER STEEL POST CAP SECURE Bob Sha Reducers Dead and TO PIPE, 11 - 22 45 Q TIPPING BUCKET BRACKET 1 Slap 2 Slopi 3 Step Wild ,Or 1/2* DIA.FLEXIBLE ALL WEATHE 1 O 2 ELECTRICAL CONDUIT, CONNEC 48 19 6 BOX TO BOX. 1 2 1 ® TIPPING BUCKET RAIN GAU , INSTALL 4 23 4 PER MANUFACTURERS MMENDATIONS. 2. 3 5 504" DIA GALVANIZED L PIPE POST. 12 30 15 © WEATHER PRO ELECTRICAL "J"BOX 2 4 I DRILL 1" DI OLE THROUGH PIPE 6 45 I AND MO U BOX TO PIPE. I 6 13 O7 PIPE.OF FOOTING AWAY 30 40 63 O 40 INISH SURFACE. 4 a 2 38 33 55 63 63 70 O9 NATURAL COMPACTED SOIL. 5 9 19 45 31 56 75 100 90 �0 1" DIA ELECTRICAL PVC RIDGED CONDUIT 5 i 1 21 FROM PIPE TO CONTROLLER. 54 5a 79 3'-4' MAX - 110 DISTANCE 11 PROPOSED CONTROLLER ENCLOSURE 11 O 2 TAINLESS STEEL HOSE CLAMPS (2)EACH 18" NOT ACID STEEL PIPE POST, STEEL POST (I CAP AND ECTRICAL "J" BOX THOROUGHLY. g PAINT WIT COAT RUSTOLEUM PRIMER AND 2 COAT FOREST GREEN EXTERIOR HIGH GLOSS PA a 11-1 I I -I , -� I I='; r= :•. 1=111-I :111=111- -� � �_� � 24,.1 .I SEE SHEET 1-3 FOR LOCATION 10 TIPPING BUCKET Estimating & Installing Leemco Joint Restraints Based on 125 PSI pressure, Sandy -Clay soil mixture, 20 feet distance between the restrained felting and the next joint 6/2000 F Z026B 3. Tee When pipe dap the M does plot . . change in sits, only the bmnch 4", 6", 8" Bench S(za: 10",12" Branch Sizes: end needs a lH-Sedee re*Wnt. One LH -Series on the branch end Ona W -Series on 11he branch end and two 1.8- 2", 2.5", 9" Stanelir Size: and or* 1.6tWies on the need joint Series on iia read Iwo joints. One W -Series on the bmroh end Reducing Tee's The next joint after a re*alned D tNlg could be another dude Iron fMng... such as a Service Tee... When the next joint is another fitting, simply M= phi slong lag d>a Vn in restrain the ductile iron fitting using LH - size, d sides d Tee must be Ab8 the tun, eddl cad joint Series restraints Irastsed of LB -Series that fined using W Series. Onttm restraints maybe needed an the are made for pipe -to -pipe conr*cGons as branch and the manure rules as shown Ww dernier end, using to same ilu bated below. Ages asforgo4gree bends. 4. Service Tee's ... norm& t, mouire restraints. SeNae Tee potiides ihreerded "Mew Topmw outlet foroorrrteetloru balelerd To restrain a ServiwAce Tee, use Iwo Pipe to Plpe rastn i t (LB4eries) conshk d fins. ltdoes not require reebairrts LH-Serimi nlem are for each two L44oriss damps ash and two LTB -140 txha k is fire nsad john io a (far 8' and erneler) ortwo LTB 200 {for 10' titttrp that rsqulres k.111) be end and 17) lie bars. restrained Estimating & Installing Leemco Joint Restraints Based on 125 PSI pressure, Sandy -Clay soil mixture, 20 feet distance'between the restrained fitting and the next joint 6/2000 F-20278 Deallna M. Shorter Than 20-foot.Distances .. . "M the distaribe between a restrained fitting to the nod joint"a loss. than 20 teat, the abm raoommerldsla is we no k%Wvald One no mler in title followbp-Table to his the length (in feet] for each sia* pe fld ng whNn which al. joko must betestrwined. As an example, whereas a 6', 9D mom only one Lt1•Seriee reldralMvrrhen using W4cot pipe, It would require two L84oda if to pips is spiced I* Iwo 10 4cd torah segments. Pipe Bends Torque Sino ' Bob Sha Reducers Dead and Slits 11 - 22 45 90, 1 Slap 2 Slopi 3 Step Wild Sov EL r 1 1 2 6 48 19 6 2.S' 1 2 4 9 4 23 10 3" 2. 3 5 11 S 10 30 15 4" 2 4 9 20 14 20 31 45 25 6" 3 6 13 29 30 40 63 63 40 .8" 4 a 15 38 33 55 63 63 70 10" 5 9 19 45 31 56 75 100 90 12"1 5 10 1 21 53 54 5a 79 118 110 About the Table... For Too Branch: Use dei for 90 Bend 1 Soap Reducer: Reduclian is ons she down (Let 11200, 104 &M. 2 slop Pad icer. Red milon ddps ane size ¢.e.12x8,104 So 1 Step Reducer; Sides two sham (Lo 12mM Bkd A line that Is capped df -Ahs severest for d raduclion Sery EL: A service.tl that conn is to a Is" IN (iypkdttl) trerlcaly mounoed in,- stalling Joint Restraints Because leemooflt&pehawe fo lags, the"dt o LH- Series cdsmp Wk* over the verlcely tocdod kgs dowing .easy socess to Ughten.the bath. CmVeNve tlrprwlh two haboirillally lselh t lops.tock access b the bcMtalli IIWh L wncio ftVs damp With other Otpa the bottom •tlret eihuates bwrreatlti the pipe. M a narrovr�lrenolt irddirq holt is diBicul b access. the damp becomes very Mcxul. bob ata really aaxew le. About fie -Hardware Pips NO. -Of Bok Torque Sino ' Bob Sha F14.bs. 2" 2 3r8 x 2.5° 20 2.6" 2 • 318 x 2.5' 20 3" 2 318 x 2.F 2D 4" 2 112xT 46, 6" 2 12 x 3.5' 48 8" 4 112x4' 46 10" 4 5x8 x 5.5' 96 12" 4 518 x 5.51 96 LH- Series is forpipe to MM alladments. it consists d two hell clamps. LB-8sriem Is for pipe4apipe attadrrl O. it *xvh fs of two 1-14 -Wm and boo LTB -100 Ties ties (Y481 or Iwo LTB.,ZOO its bars (14,12'}. L04ories is for Rxh•On Cake valves. It conel®h of Iwo I.H4erlw and two LTB -250 do bars. LMJ4eries Is for MJ or Ranrge gale valves (or othsrtype valves). it consists d one LH -Series and too MAS hooks. Al clamp safe are sold with hardware Incki led How Much tom the Bob... Because d the targe aeface area d to damps; ti ere Is no doWdaackip or dernepk to pipe. Tighten iho bft wish alandw 17 (la P & sr,WW dwV4 18- for -ft targen danps...do ad use d,te W balro. S 1 T e 1 e A P e I Landscape Architecture and Planning 19762 MacArthur Blvd., Ste. 130 Irvine, CA. 92612 Richard Poihamus, Ucense CA -#2782 (949) 644-9370 (949) 476-1432 FAX NO. 1 REVISION 00 U N U � a LU % o' W p4 N Z � C) 0 Cn a STRIP WIRES APPROX. 5/8" FROM ENDS n STEP 1 T^ TWIST CONNECTOR UNTIL WIRE END REACHES BOTTOM Z Z UJ Z Q STEP 2 O V Z I'? MIX CONTENTS OF SEALING PACK, CUT 1/2 OFF 0 O END OF PACK AND INSERT CONNECTOR TO Z OPPOSITE END 3 1001 Qcc STEP 3 O WRAP OPEN END OF SEALINGPACK WITH Z TAPE. ALLOW TO SET UNTIL RESIN JELLS H STEP 4 "SCOTCH" SEALING PACK WIRE CONNECTION - �DVIk1kDSC4pF CITY OF FONTANA *0.p t4 PO(N4 q�C 2782 `°s y'�, LANDSCAPE PLANS DRAWN ]BY- SOCCER PARK s SHOWN s� r z t o ��Q DESIGiED eY. -!P�TAS & N � E AI LE SS, 9�F Or CA 4Q` CiEMD DY,/ - o L NO, 1151 • _IV CM RZZ 3029 39 DWN CHK DATE 1/14/02 JOB* 01-017 e>• of 39 W � 00 � a.' •Cd •,.4 o r WO O 'rte 00 r, -'''r cd3 W U O u Z Cd Z "o cl, STRIP WIRES APPROX. 5/8" FROM ENDS n STEP 1 T^ TWIST CONNECTOR UNTIL WIRE END REACHES BOTTOM Z Z UJ Z Q STEP 2 O V Z I'? MIX CONTENTS OF SEALING PACK, CUT 1/2 OFF 0 O END OF PACK AND INSERT CONNECTOR TO Z OPPOSITE END 3 1001 Qcc STEP 3 O WRAP OPEN END OF SEALINGPACK WITH Z TAPE. ALLOW TO SET UNTIL RESIN JELLS H STEP 4 "SCOTCH" SEALING PACK WIRE CONNECTION - �DVIk1kDSC4pF CITY OF FONTANA *0.p t4 PO(N4 q�C 2782 `°s y'�, LANDSCAPE PLANS DRAWN ]BY- SOCCER PARK s SHOWN s� r z t o ��Q DESIGiED eY. -!P�TAS & N � E AI LE SS, 9�F Or CA 4Q` CiEMD DY,/ - o L NO, 1151 • _IV CM RZZ 3029 39 DWN CHK DATE 1/14/02 JOB* 01-017 e>• of 39