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3215; LA COSTA AVE WIDENING; SUBMITTALS;
July 20, 1998 1228-73 City of Carlsbad - La Costa Avenue Widening El Camino Real to Interstate 5- Contract No. 3215 Hot tap sewer, Specification Sections 30,35, and 36 Comments by Albert Lau/Steve Deering, PE, DUDEK & Associates, Inc. for Leucadia County Water District Listed Requirements and Submittal Status: Make Corrections Noted Additional information from the Contractor regarding the Saxony Pump Station (PS) Connection is required per Specification. The Contractor shall provide a Saxony Crossover and Connection .. Plan (SCCP) that includes time schedule details and detail drawings indicating by-pass line size, connection locations, lay length, and corrosion protection requirements. In addition, the Contractor shall provide a contingency plan which outlines equipment and personnel necessary to extend the allowable time of a PS shutdown for Saxony PS and Leucadia PS. 24" line stop saddle No Exceptions Taken 8" line stop saddle No Exceptions Taken IFT pin We line stop flanges and completion plugs No Exceptions Taken 24" x 8" & 8" JCM 412 tapping sleeves No Exceptions Taken 24" x 24" JCM tapping sleeves No Exceptions Taken Site specific procedures for line stopping and tapping No Exceptions Taken cd THIS REVIEW DOES NOT RELIEVE THE oil as CONTRACTOR (c:T TO C0NFo:• o " ENTs J NO . L.J r-i APr,tt /— ;.. ('If.,. •. . I L.J El AMENQ,:::i .: ........ 0 REJECTED DATE SUBMITTAL NO. BY PfflJet a st /wenue Wkterng Lcda Prile 24 IM Owner Leucadia County Water DIStrc* OnWactor C,A Raemussan Inc. $ubmd No f Da*eth 118/98 Contract No. Attention: Blame Barth - City of Carlsbad Submittal Description: Hot tap sewer resubmittal Specification Section: 30, 35, 36 Submittal Prepared By: Steve Deering, P.E. The above submittal has been examined with the resulting action as indicated below: 1R? EC EU '/1E1 - No Exceptions Taken (NET) - Amend And Resubmit (AAR) JUL 2 1 1998 X Make Corrections Noted (MCN) Rejected ITEM SPECIFICATION REQUIREMENTS . REMARKS 1 Section 30, 35, and 36 See attached sheets for comments. Distribution: . By: Steve Deering . . Dudek & Associates, Inc. Page 1 of 1 96/30/1998 85:82 8087157322 INTL FLOW TECH PAGE 02 . .. •. INTERNATIONAL FLOW TECHNOLOGIES, INC. :UM & COMM 0)2i..3332 kXC0)715.73fl . CCCRME OK .30230 LOS ALAMOS RD • MTA. CA 92563 • (90 9264849 M A-08740 I1$TAL SICES 1.361 OIJTH BE*CH SLVD. LR'ffI IIA HABRP CA 90631 CAOA-602405 NCR HERNCAUlA 590 WEST LAS PCLS B1dD, WE 226• PLEASANTON. CA 91588 e (510) 825.6313 NV#A.0033534 PVADA• POST OflCE BOX 35552 LASVEAS.NV 891335552• (702) 294-3088 . *CNA 8Q9J 6&510E$EPT COVE • SCOJTSOALE. AZ 85260 (602) 596-1745 FACSIMILE TRANSMITTAL July 7, 1998 .. ... C.A. Rasmussen., . Phone:• 7.6O-4368.0O6 Fax: 760436342q: RE. comments Response, SeweT Hot Tap SubmLtial . City . of Gar1sbèd-La .• costa Avenue Widening Attu: Dennis Griffin In response to Steve..Deerings comments I have written the following, 24" Line. Stop... saddles . •J. Gaskets shall be j1aj rubber 114 2. All by-pass line. and equipment rated at 150 psi. working pressure and 206. psi. td St. •. 8"Line stOp fitting JCM Line stop .fitthg.askets of nitrile rubber. AC— IFT pin tvpà Hnç. stop' flanges and completion plugs Flange Specification for line sto flanges is A105-96 Flanges an'd qoAting.caii be p but since to gasket groove and .in bo1es: must! Ia IfD!in$IMES I.C. area The AWWA C213 spec is tIeCiajñe coatpgçt is qj'O. 4kIe and is adequate: for sewage use. j CONFO 1; '.i n- .:% . ' T) 24" x. 8" & 8: JCM 412 ti The 1CM 412 Táppiflg sleeves SUBMITTAL NO DATE BY—__ S1ill ED O AMEND AND RL.jrir O REJECTED 06/3/1998 65:02 8007157322 INTL FLOW TECH PAGE 03 24" x:24" JCTIngsleeves 1. A11 sleeves *111 •be• 24" 3CM tapping sleeves, nitrile rubber ' 2.' All. 3CM Fitting .150 psi. . working pressure and 200 psi. test. .. Site specific rnthods and procedures for Line stopping and taDDiTr.:NextpageS IFT FJdlng. i.j . stopping_equipment 24" Line stopping. lia#ge size is 16" Sincerel Id e;LMatche1 06/30/1998 05:02 8007157322 INTL FLOW TECH PAGE 84 IAP1JIUF -. . S'ropp"VG FOR-PERWANSW PSI OR 'iOfl an" ' rroce r F 'p Per maflej -.tea. A live Pipeline relocation Is ::. Customer 1fl1t1a11y 24 rmfbe 1:thout disrupt,n9 ser vmeans ice of .•: o Me P 1 . htu P aps a ermanent gate-valves.Onc re made II1to the existing Installation of. the permanent e - e taps are complete performed Nexti :21611 Ht• -taps service lin re made e 'by Others' can be at. a location, near the térrninaofl point. h° the y stem insertion of the ese taps allow the .24" .'Iin& Stopping devices which terminate the flow of the sewage. By' using Special line stop fittings, I.F.T.'s tapping valves can later be. recovered . after the plugging heads are removed from the main. Once the line Stopping devices are inserted into the : existing main' prduct will flow through the relocated line. Prior to: ordering material: Excavate, dewater, expose and clean the. exterior of the . main at the location of the line stop. If main is 'he'avily. corroded; or if utilities will interfere with fittings,...support/thrust blocking, or equipment; move location up or downstream to structurally sound pipe. Caliper 'O.D of all mains to determine ovality. Verify, wall thickness and interior condition by hot tapping techniques and/or ultrasound methods. Backfill; "restore as' requested by Owner. Re-excavate; dewaer. Assemble split line stop fitting(s) around the 'máin;" install drain nozzle(s) and saddle(s) to the main. PrssUie test ';per Engineer's specifications. Pour concrete support: and thrust blocking. Allow to cure per Engineer's' !ntructi0I. Mount temporary' tapping valve(s) to line stop fitting(s) m . Mount tapping achih5 open valve; pressure tap; retract cutter with coupon: :close tempOrarY valve; remove tapping machine. Mount international' Plow Technologies, Inc. line stop machine; open tempo rrY valve; insert line stop plugging head into main. ' If two or, more line stops, insert downstream plugging head' 'first.':. MOTE: No .tlbw, in main . greater than 0.5 fps. at the time plugging 'heads .ae inserted into main. Test for shutqOWfl at drain nozzle. 1. 2: 4 6. 7 [] 06/30/1998 85:02 8087157322 INT • L FLOW TECH PAGE 85 Cut downstream main. Install required fitting(s) and valve(s). Equalize sé.tion.of pipe through drain nozzle. 11. Remove line .:top equipment. 12. Install completion, machine; set completion plug; remove temporary valve(s); install blind flange(s). Drain Nozzles . Because some amount of leakage may pass line stops, a drain tap of 22 or greater shall be added to the line to determine the quality of the shut Aown, Contractor, shall have . the option of recovering the drain valves by using line stop type tapping holes with completion plugs, or abandoning the valves by leaving them attached to the nozzles. In either case, the. outlet of each nozzle or valve shall be sealed'. ealed with. a blind flange, mechanical joint plug, or screwed pipe cap or plug. The drdin . tapping fitting shall consist of a saddle plate with a Integral flanged flOzZté to which a tapping valve can be at tached.,in - a pressure' tight manner. L The interior of the saddle plate, adjacent to and coriceutric with the O.D. of the nozzle, shall be grooved to retain. a..:gasket Which, shall seal the saddle plate to the exterior. of the Cast Iron main. This gasket shall . • constitute the only seal between the main and the fitting. b. Saddlé.sháll. be clamped to main, by minimum of two "U" shaped: steel strap/stud assemblies of sufficient cross section to contain a line pressure of 200 psig. Extent :of ShutdoWns - The, shutdown will be accomplished by using a line stop. Because of.. possIble' internal corrosion, and deposits in the main, bottle-tlght" shutdowns may not occur. A satisfactory shutdown is one ihIch" allows the work to be accomplished (i.e. valve installation) . i3jg drainage pumps to dewater if needed. Preliminary FIaIØ!nspection of. Mains - Dimensional, specification, and' other data.* re rding. the existing mains have been taken from records. 1. Prior to ordering, material, Owner shall excavate at each proposed. location, take an O.D. reading and caliper the header diameter t. determine ovality. i If !..F.I determines that data on pipe I.D. is not adequate. LF.T:/ may make one or more pressure taps on main to deferrnine..:I.. from coupons. 2 06/30/1998 05:02 8007157322 INTL FLOW TECH PAGE 86 Minimum. ;lizé of test coupon shall be 1 3/4" diameter, drilled :through a nominal 2" valve. Line Stop Fitting and' Ac,cessoiies for Ductile. iron Pipe - Fitting shall be a fabricated'.type split tee. It shall consist of two steel wéldments; (1) an .ipper line stop flange saddle plate and (2) a tower :' saddle plate. These two saddle plates shall be continuous. Fabricated tee . and.-..line stop fitting shall be fusion epoxy coated. 1. Line Stop Flange: The, outlet of each fitting shall be machined from a 150.lbl, forged steel flange (ASTM A181 or A105) or from pressure, :veisel': quality steel plate '(ASTM A285, Grade C); flat faced and drilled per ANSI B16 5 Suitable Independently operated locking devices shall be provided in the flange to secure the completion' plug. 2. Line Stop Nozzle:. The nozzle, which lies between the saddle• and the flange, shall be fabricated from steel pipe (ASTM A'234), After welding and stress relief, the nozzle shall be acurateIytored to accommodate the line stop plugging head. 3 Fasteners All bolts, studs, and nuts used on line stop and drain equalization fittings shall be machined from Type 304 . stainless steel or. bronze. 4. Gaskets; ShaU'be molded from elastomer nitrite compounds that resiSt compression setting and are compatible with water in the 32 deqree to 140 degree temperature range. Installation of Line :°° Fittings - Line stopping Contractor shall Wire brush and grind the exterior of the main to remove any debriL corrosion deposits, or other surface irregularities that might D. interfere with proper seating and sealing of each line stop fitting '.. . against each .mah. My structural defects in 'main, service connections, appurtenances, adjacent utilities, etc, that could interfere' With :thà lifle. stop, Installation • shall be immediately reported, to the 'owner. I Line stopping Contractor shall fit upper and lower saddle plate assemblies to main, thoroughly checking for proper fit to main: 2 Under no circumstances shall Contractor attempt to force, reshape orbeid saddle plates by excessive tightening of saddle :. studs while. line'.-stop. Ilrie'.-stop. fitting is assembled around the main. • Any retrofitting shall be accomplished with the fitting removed from' the main. .. '1. • . •'. 3 86/30/1998 85:02 8087157322 INT'L FLOW TECH PAGE 87 4 Thrust; Support and. Blocking - Prior to mounting temporary tapping valve, and pressure tapping machinery, Contractor shall install concrete thrust arid.sUpport blocking specified by Engineer. Blocking shall reach a minimum 'cure strength specified by Engineer before . any valves or machinery' shall be mounted onto the line stop fitting. cumg Operation" -. Drifting . equipment shall be in good condition and equipped with powé drive to ensure smooth cutting, and to minimize shock' áñd' Vibration. Cutting equipment shall be carbide Upped and have a. coupon . retention device in the pilot drill suitable for retaining the size of coupon to be cut INTERNATIONAL FLOW TECHNOLOGIES, INC. USA & CANADA (80( 221-3332 • FAX (80( 715-7322 Contractors Lie. CORPORATE OFFICE 30230 LOS ALAMOS RD • MURRIER CA 92563 • (909) 926-4849 AZ# A-087440 INDUSTRIAL SERVICES 1351 SOUTH BEACH BLVD. UNIT PLA HABRA, CA 90631 CA# A-502406 NORTHERN CALIFORNIA 5976 WEST LAS POSifAS BLVD. STE 226 • PLEASANTON, CA 94588 • (510) 825-6313 NV# A-0033534 NEVADA POST OFFICE BOX 35552 • LAS VEGAS, NV 89133-5552 • (702) 294-3088 ARIZONA 8997 EAST DESERT COVE • SCO1TSDALE. AZ 85260 • (602) 596-1745 SUBMITTAL 'PROJECT: La Costa Road Widening Contractor: C.A. Rasmussen Inc. Contact: Roy Valadez INFORMATION TO FOLLOW: P. 1) 24" Line stop saddles 8 "Line stop fitting 13 IFT Pin type line stop flanges and completion plugs 24"x 8"& 8"x 8 " JCM 412 Tapping sleeves P. 5) 24" x 24" JCM 412 Tapping sleeves P. 6-9) 24" U.S. Pipe resilient seated Gate valves P. 10) 24" U.S. Pipe Fix TR Flex Adapter P.11-14) Line stopping and Tapping procedures forD/I pipe P. 15) 24" Folding head line stopping equipment [1 6 3/8 WALL 4 SERIES 370 Q-RING SEAL LINE STOP SADDLE FOR LINE STOPPING D-I PIPE 314 TT PLUM MATERIAL SPECIFICATIONS 370 LINE STOP SADDLE DIMENSIONS Line stop sleeve body and neck; 3/8' ASTM 285 Grade C, AWWA C200 Follower glands; ASTM A-36 Steel Flange; AWWA C207 Class D, ANSI 150 I.B. Drilling Bolts; Corrosion resistant, Low Alloy AWWA C-il 1, ANSI A21.11 Gasket; compounded for use with water, sewage and natural gas ASTM D-2240 Coating; epoxy coating, AWWA C213 Pa' JCM 440 Line Stop Fittings EXTRA RELIABILITY FROM A NON-COMPROMISING DESIGN The JCM 440 ALL STAINLESS STEEL LINE STOP SLEEVE, 4" through 8", provides an increased reliablility and safety factor required in critical line stops. Designed for use on 150 PSI piping systems, the heavier materials and extra bolting power built into these sleeves eliminate flexing and provides extra sealing capability necessary for long term performance. The heavy all stainless construction and full circumferential sealing gasket means these non-compromising sleeves will be trouble free and become a permanent part of the piping system just as the mechanical joint fittings already in use. Adapter Flanges available to mate with line stop machines, please specify size and equipment manufacturer. JCM 440 LINE STOP FITTING LINE STOP FITTINGS - SIZES 4' THROUGH 8" ARE STAINLESS STEEL 4 440.0450 4.40- 4.60 15 4.22 4.32 54 440.0480 4.74-6.00 15 4.22 4.32 54 4400520 5.10-5.30 15 4.22 4.32 54 6 440.0663 6.56-6.76 15 627 6.37 82 440-0690 6.84-7.10 15 627 6.87 82 440-0720 7.05-7.26 15 627 6.37 82 8 440-0863 8.54-8.74 21 821 8.31 123 440-0905 8.98-9.30 21 821 8.31 123 440-0940 927-9.50 21 821 8.31 123 LINE STOP FITTINGS - SIZES 10"& 12' ARE CARBON STEEL" 10 440-1075 10.64- 10.86 20 10.30 10.37 275 440-1110 11.03- 11.40 20 10.30 10.37 275 440-1200 11.85- 12.15 20 10.30 10.37 275 12 440-1275 12.62- 12.85 24 12.37 12.43 300 440-320 13.12-13.50 24 12.37 12.43 300 440-1420 14.10-14.36 24 12.37 12.48 300 JCM LINE STOP FITTING MATERIAL SPECIFICATIONS ALL SIZES LINE STOP PLUG: Ductile Iron A536 COVER PLATE: A-36 Steel, Fusion Plas- tic Coated. PLUG 0-RING: Buna N Rubber COVER PLATE GASKET: Neoprene Rub- ber. BODY/OUTLET GASKET: SBR rubber - for use with water, salt solutions, mild acids and bases. For Price and availability, call the JCM Inside Sales Team. NOMINAL SIZES 4" -8" BODY: Stainless Steel, 18-8 Type 304 FLANGE: Stainless Steel • 18-8 Type 304 ANSI 150 lb Drilling, recessed for tapping valve MSS-SP60. BOLTS: Stainless Steel, 18-8 Type 304 NOMINAL SIZES 10" - 12" BODY: ASTM 283 Grade Cor ASTM A-36 Carbon Steel FLANGE: AWWA C207 Class D Carbon Steel ANSI 1501b Drilling, recessed for tapping valve MSS-SP60. BOLTS: Corrosion resistant, high strenth low alloy AWWA C-ill, ANSI 21.11 FINISH: Corrosion resistant shop coat primer. Optional Fusion Epoxy Coating and Stainless Steel Bolts available. 64 IFT SERIES PIN TYPE LINE STOP FLANGES 150 PSI. WORKING PRESSURE - 0 0 COMPLETION PLUG (SIDE VIEW) ID 0 COMPLETION PLUG INSTALLED UNDER PRESSURE (SIDE VIEW) COMPLETION PLUG INSTALLED UNDER PRESSURE crop VIEW) FLANGE SIZE 8" SIZE OF PINS 5/8' I NUMBER4s]JPINS 6 SIZE OF O-RING 9/16" 10" 5/8" 6 9/16" 12" 3/4" 6 9/16" 16" 3/4" 8 9/16° 20" 1" 10 518" 24" in 10 5/80 30" 1" 14 3/4" 1" 16 42" 1 1/4" 18 1" MATERIAL SPECIFICATIONS: FLANGE - FORGED STEEL WELD NECK ANSI 150 LB. DRILLING 0-RING - COMPOUNDS FOR USE WITH WATER, SEWAGE, AND NATURAL GAS SET PINS - ASTM-F-912 ALLOY STEEL HEAT TREATED CLASS 3A THREAD FIT, ROCKWELL HARDNESS C-45-53, CONFORMS TO ASME/ANSI B-18.3 p.3 Alignment recess for aligning sleeve and tapping valve. Test Plug steel in the tapping sle Corrosion resistant, high strength low alloy bolts and nuts. Optional Stainless Steel. Broad cross section gasket set In retaining cavity. Heavy steel sleeve with built-In range reinforces pipe - elimi- nates deflection possibility. JCM 412 Tapping Sleeves... Fast,Simple, Safe Built-in benefits make these heavy fabricated steel sleeves increasingly popular for making larger taps on all types of pipe. By placing the design emphasis on eliminating problems inherent with older pipe and field installations, JCM 412 Tapping Sleeves have taken the complexity out of tapping larger pipe. I Built in range assures proper fit on more than one class of pipe - reducing inventory require- ments and the chance of not having the right size sleeve. Ease of assembly eliminates extra equipment, time and specially trained personnel. Ready availability means taps can be made without long delays - even taps on special sizes of pipe - or services requiring high pressure flanges. Direct reinforcement of the pipe by the sleeve eliminates flexing or deflection of pipe opposite the tap. Less weight than heavy cast iron sleeves reduces the load on the pipe. Most important, JCM 412 Tapping Sleeves assure a safe dependable tap. A large gasket cross section provides a positive initial seal which increases with increases in line pressure. The built-in test plug provides a means of checking all seals prior to beginning the tap. 412 TAPPING SLEEVE DIMENSIONS an 3 12 5 4-1/32 3-1/2 6 3/4 4 12 5 5-1/32 4-1/2 6 3/4 6 12 5 7-1/32 "61/2 6 3/4 8 16 5-1/8 9-1/32 8-1/8 8 314 10 20 5-1/2 11-1/16 10-1/4 10 3/4 12 24 5-3/4 13-1/16 12-1/4 12 3/4 For outlets 14" and larger the manufacturer of the tapping valve must be specified to asssure proper alignment recess dimension. Size on size tapping sleeve requires 1/2" undersize cutter to assure proper cutter clearance and complete severance of the coupon. "On nominal pipe size 7.45 and smaller dimension D is 6-1/8". MATERIAL SPECIFICATIONS BODY: ASTM 283 Grade C or ASTM A-36 Steel BOLTS: corrosion Resistant, high strength low alloy (AWWA C-ill, ANSI A21.11). Optional Stainless Steel 18-8 Type 304. FLANGE: AWWAC2O7 class D, ANSI 1501b. Drilling, recessed for tapping valve MSS-SP60. Other flanges and outlet available upon request. GASKET: Compounded for use with water, salt solutions, mild acids and bases. FINISH: Heavy coat of corrosion resistant metal primer. Optional Fusion Epoxy coating available. SERVICE RATING: 4" to 12" Outlets: 250 PSI. Higher service rating available for specific applications and sizes. 58 P4 ri 6- 3/r WALL 3/4 TEST PLUG SERIES 370 Q-RING" SEAL TAPPING. SADDLE FOR HOT TAPPING -D-1 AND STEEL PIPE MATERIAL SPECIFICATIONS 370 LINE STOP SADDLE DIMENSIONS Line stop sleeve body and neck; 3/8" ASTM 285 Grade C, AWWA C200 Follower glands; ASTM A-36 Steel Flange; AWWA C207 Class D, ANSI 150 I.B. Drilling Bolts; Corrosion resistant, Low Alloy AWWA C- 111, ANSI A2 1.11 Gasket; compounded for use with water, sewage and natural gas ASTM D-2240 Coating; epoxy coating, AWWA C213 PS 5, The 2011 & 24" METROSEAL® Resilient Seated gate valves are the logical extension to U.S. Pipe's family of METROSEAL 250 1VS gate valves in the 3"-16" size range. All METROSEAL valves are the same basic design featuring full thickness Ductile Iron bodies and bonnets and fully encap- sulated rubber coated Ductile Iron gates with integral thermoplastic gate guides. All internal and external ferrous surfaces of body and bonnet are coated with PERMAFUSE® fusion bonded epoxy coating. The 20" & 24" METROSEAL valves are rated at 150 psi operating pressure. They conform fully to the applicable sections of AWWA Standard C509 Resilient-Seated Gate Valves for Water Supply Service and AWWA Standard C500 Metal-Seated Gate Valves for Water Supply Service. If valves for operating pressures higher than 150 psi are required, they are available upon special order. For additional information about our Resilient Seated valves, please refer to U.S. Pipe's METROSEAL 250 Resilient Seated Gate Valve Catalog 3"46". 0 General METROSEAL Resilient Seated gate valves are designed for use in virtually any type of buried or above ground service for water transmission or distribution lines, sewer force mains and certain types of industrial ser- vice within the operating pressure range of the valve. The greatest use is in buried service where low cost, positive and reliable shutoff and minimum maintenance are important requirements. Resilient Seated gate valves gener- ally operate fully opened/fully closed although METROSEAL valves may be operated in the throttling mode when required. For this reason a by-pass valve is unnecessary and is not offered. 0 Buried Service METROSEAL valves are designed for buried service. It is not necessary to install them in a vault or manhole as is appropriate for other types of valves where maintenance is required and frequent repairs may be necessary. METROSEAL valves are rugged and trouble free. Years of experience have demonstrated that METROSEAL valves may be expected to function indefi- nitely when buried underground without the need for access. Buried valves are normally installed in the vertical position and actuated through a stan- dard valve box by a T-Handle operating wrench (or power operator) which engages the 2" square operating nut. For shallow depths of cover, valves may be installed in the horizontal position and activated through a bevel gear unit mounted on the valve. Buried service valves are specified with mechani- cal joints when used with pipe having Ductile Iron pipe outside diameters. When used with steel or concrete pipe, the pipe supplier will provide adapters necessary to. connect to either mechanical joint or flanged end valves. 0 Tapping Valves METROSEAL® valves are ideally suited for use as tapping valves when making pressure connections to existing mains in conjunction with tapping sleeves and the use of a tapping machine. All METROSEAL valves are designed to be drop tight according to the requirements of AWWA standards with no allowable leakage past the gate. All valves are tested to 150 psi unbalanced pressure in each direction at the factory to verify this. This means that a newly installed main running from a METROSEAL tapping valve can be tested against the tapping valve without concern that the test pressures can leak past the gate. This eliminates the valve from considera- tion if there is any difficulty achieving a pressure test. METROSEAL tapping valves are furnished with a mechanical joint on the outlet side and a tapping flange to connect to the tapping sleeve on the inlet side. The inside diameter of the valve is designed to accommodate a full size shell cutter. The tapping flange has a raised lip conforming to MSS SP- 60 designed to register with the corresponding counterbore in the face of the flanged outlet of the tapping sleeve. The outlet side of the valve has a recess in conformance to MSS SP-1 13 to register with the corresponding lip on the tapping machine adapter. These features assure proper axial alignment of the valve and tapping machine to the tapping sleeve. Unless otherwise specified, tapping valves are normally furnished with corrosion resistant steel bolts and nuts and a special gasket to seal the flanged joint. Users should not substitute other types of flange gaskets for those provided with .4 the valve. Tapping valves for vertical installation may be plain or furnished with spur gearing if specified. Those valves for horizontal installations are provided with bevel gears. When ordering valves which will be horizontally installed the purchaser must specify if the valve is to be furnished "lay left" or "lay right" according to the location of the bevel gear assembly when viewing the valve from the tapping sleeve. o Interior Or Above Ground Service METROSEAL valves with flanged joints are used for this type of service particularly in water and sewage treatment plants, industrial use, pump stations, meter pits, etc. Flanged valves are furnished with ANSI/AWWA Cli 5/A21.15 standard flange drilling which will also connect to ANSI/AWWA C207 Class D steel flanges and ASME B16.1, Class 125 flanges. Flanged gaskets 1/nh' thick should be used. U.S. Pipe's FLANGE-TYTE® Gasket is recommended. The METROSEAL valve is suitable for any position of installation: vertical, horizontal, flat or angled. If sediments are present, care should be taken that the bonnet is not in a position to collect sediments which could interfere with operation of the valve. Gear operators can be rotated as required. Valves can be supplied with handwheels, chainwheels or with electric motor operators. 20" METROSEAL OS&Y valves were not available at the time this brochure was issued. Please contact your nearest U.S. Pipe Sales Office or distributor for current availability and information. p, 7 2 C Plain Vertical with 2" Square Operatii Mechanical Joint Valve FIG. 5460 Shown Vertical with External Dimensions Horizontal With Spur Gears Of Metroseal Valve With Bevel Gears Gearing Options (mechanical joint valve shown) ______ n ITEM NO. NAME OF PART QTY REO'D MATERIAL BODY I DUCTILE IRON _2 BONNET I - DUCTILE IRON 3 GATE, RUBBER COVERED - DUCTILE IRON 4 STEM (70T 30?) - BRONZE 5 STEM NUT - - BRONZE 6 OPERATING NUT - - GRAY IRON 8 CARTRIDGE - - THERMOPLASTIC 9 THRUST WASHER - THERMOPLASTIC 10 RETAINER RING - - - THERMOPLASTIC 11 DIRT SEAL - I - RUBBER 12 1 PIN, "SHEARPROOF" I STEEL 13 SEAL RING I RUBBER 14 "0" RING (CARTRIDGE) i = RUBBER 15 "0" RING (STEM) 2 RUBBER 16 BOLT, HEX HEAD STEEL 17 NUT, HEX • STEEL - As required SIZE A B C D E F G H K L M N I TURNS TO OPEN PLAIN IGEARED 20 26½ 19½ 23 ¼ 20/t6 3½ 304 42½ 42½ I 21A 81A 44 6 1 62 1 124 24 281/4 21°A6 244 ¼ 24W16 3½ 391/4 48½ 1 497/6 1 4V16 1 12V16 52°/16 1 8 77 1 217 NOTE 1: Valve Body and Bonnet are full thickness Ductile Iron conforming to the applicable requirements of AWWA C509 and C500, rated 150 psi operating pressure. NOTE 2: Body (1) and Bonnet (2) are coated on all surfaces with PERMAFUSE® fusion bonded epoxy meeting the requirements of AWWA C550. NOTE 3: Mechanical joint ends conform to the requirements of ANSI/AWWA Cli 1/A21 .11. NOTE 4: Flange dimensions and drilling conform to the requirements of ANSI/AWWA C115/A21.15. Use only U.S. Pipe's SBR FLANGE-TYTE® Gasket or ¼" thick full face or ring gasket per ANSI/AWWA Cl 10/A2 1.10. NOTE 5: Tapping flanges are furnished with an aligning lip as shown. Accessories include a special flange gasket. Bolts and nuts conform to ASTM A307 GR B and zinc plated per ASTM B633 SC3. U FIG. 5100 Double Flange FIG. 5860 MJxFlange Tapping Valve FIG. 5260 MJxFlange Non Tapping I . TA FLEX® Restrained Joint Pipe and Fittings Working B B No. of D.I. No. of Rubber Pressure A Pipe Fittings C Locking Locking Seg. Accessory Size PSI Inches Inches Inches Inches Segments Retainers Weight? 4 350 4.60 - - 7.00 7.10 4.84 2 1 2 [ 6 350 6.9() 9.27 11 9.39 5.27 2 - 2 [ 8 350 9.05 L_1168 1184 5.62 2 1 3 Tio 350 1110 14.12 14.12 6.03 2 1 --4 5 12 350 13.20 16.43 16.45 6.30 4 - 2 - 7 1 14 350 15.30 18.40 19.12 7.75 4 .. 2 •.- 32 - 16 350 17.40 20.70 2132 7.95 4 2 14 16 350 19.50 L_23.0023.52 8.19 4 2 17 20 ] 350 2160 T25.28 25.74 8.40 . 4 2 - 20 24 350 25.80_[ 29.85 30.14 S.86 8 - 4 82 - 4"-24" TR FLEX Pipe and Fittings - 'Accessory weights include sevnents, gaskets, and rubber retainers tFor higher pressure ratings, consult your U.S. Pipe Sales Representative. Rubber Locking Segment Retainers for TR FLEX® Pipe and Fittings SIZE (A) Diameter 1A .4 's 1 1 1 1 11/4 1¼ 114 1/4 1V; 1¼ 11./i (B) Length 4 6¼ 8¼ 101%7¼ 711,2 ½ 9½ 10V 7 9 101h, 131/2115-14. _ 18 l9' 21 Number Per Joint 1 i[i 1 2 2 2224 4 4 1 1 1 1 1 10-10 TAPPING AND LINE STOPPING FOR PERMANENT BY-PASS (150 PSI OR LESS) Specifications and Procedures Description of Procedure - A live pipeline relocation is a means of Permanently relocating a pipeline without disrupting service to the customer. Initially two pressure taps are made into the existing pipeline thru a "DYLAN SWEDGE VALVE" or another suitable means of isolating the tapping machinery from the pressurized system. Once the taps are complete installation of the new permanent service line can be performed. Next, Hot taps are made in the existing system at a location near the termination point. These taps allow the insertion of line stopping devices which terminate the flow of the product. By using a special line stop fittings, l.F.T.'s tapping valves can later be recovered after the plugging head has been removed from the main. Once the line stopping devices are inserted into the existing main, the product will flow through the relocated line. After the flow is permently rerouted the bonnets and gates of the Dylan Swedge Valves will be removed. If needed, I.F.T. can reinstall the bonnetts and gates at a later time to stop the flow in the by- pass line. 1. Prior to ordering material: Excavate, dewater, expose and clean the exterior of the main at the location of the line. stop. If main is heavily corroded; or if utilities will interfere with fittings, support/thrust blocking, or equipment; move location up or downstream to structurally sound pipe. Caliper O.D. of all mains to determine ovality. Verify wall thickness and interior condition by hot tapping techniques and/or ultrasound methods. C. Backfill; restore as requested by Owner. 2. Re-excavate; dewater. Assemble split line stop fitting(s) around the main. Install drain nozzle(s) and saddle(s) to the main. 3. Pressure test per Engineer's specifications. 4. Pour concrete support and thrust blocking. Allow to cure per Engineer's instructions. 5. Mount temporary tapping valve(s) to line stop fitting(s). 6. Mount tapping machine; open valve; pressure tap; retract cutter with coupon; close temporary valve; remove tapping machine. 7. Mount International Flow Technologies, Inc. line stop machine; open temporary valve; insert line stop plugging head into main. Pall Cut downstream main. Install required fitting(s) and valve(s). Equalize section of pipe through drain nozzle. Remove line stop equipment. Install completion machine; set completion plug; remove temporary valve(s); install blind flange(s). Drain Nozzles - Because some amount of leakage may pass line stops, a drain tap of 2" or greater shall be added to the line to determine the quality of the shut down. Contractor shall have the option of recovering the drain valves by using line stop type tapping nozzles with completion plugs, or abandoning the valves by leaving them attached to the nozzles. In either case, the outlet of each nozzle or valve shall be sealed with a blind flange, mechanical joint plug, or screwed pipe cap or plug. The drain tapping fitting shall consist of a saddle plate with a integral flanged nozzle to which a tapping valve can be attached in a pressure tight manner. The interior of the saddle plate, adjacent to and concentric with the O.D. of the nozzle, shall be grooved to retain a gasket which shall seal the saddle plate to the exterior of the Cast Iron main. This gasket shall constitute the only seal between the main and the fitting. Saddle shall be clamped to main by minimum of two "U" shaped steel strap/stud assemblies of sufficient cross section to contain a line pressure of 200 psig. Extent of Shutdowns - The shutdown will be accomplished by using a line stop. Because of possible internal corrosion, and deposits in the main, "bottle-tight" shutdowns may not occur. A satisfactory shutdown is one which allows the work to be accomplished (i.e. valve installation) using drainage pumps to dewater if needed; Preliminary Field Inspection of Mains - Dimensional, specification, and other data regarding the existing mains have been taken from records. 1. Prior to ordering material, Owner shall excavate at each proposed location, take an O.D. reading and caliper the header diameter to determine ovality. a. If I.F.T. determines that data on pipe I.D. is not adequate I.F.T./ may make one or more pressure taps on main to determine I.D. from coupons. - > J2 b. Minimum size of test coupon shall be 1 3/4" diameter, drilled through a nominal 2" valve. Line Stop Fitting and Accessories for Cast Iron Pipe - Fitting shall be a fabricated type split tee. It shall consist of two steel weldments; (1) an upper line stop flange saddle plate and (2) a lower saddle plate. These two saddle plates shall be continuous. Fabricated tee and line stop fitting shall be fusion epoxy coated. Line Stop Flange: The outlet of each fitting shall be machined from a 150 lb. forged steel flange (ASTM A181 or A105) or from pressure vessel quality steel plate (ASTM A285, Grade C); flat faced and drilled per ANSI B16.5. Suitable independently operated locking devices shall be provided in the flange to secure the completion plug. Line Stop Nozzle: The nozzle, which lies between the saddle and the flange, shall be fabricated from steel pipe (ASTM A234). After welding and stress relief, the nozzle shall be accurately bored to accommodate the line stop plugging head. Fasteners: All bolts, studs, and nuts used on line stop and drain equalization fittings shall be machined from Type 304 stainless steel or bronze. Gaskets: Shall be molded form elastomer compounds that resist compression setting and are compatible with water in the 32 degree to 140 degree temperature range. Installation of Line Stop Fittings - Line stopping Contractor shall wire brush and grind the exterior of the main to remove any debris, corrosion deposits, or other surface irregularities that might interfere with proper seating and sealing of each line stop fitting against each main. Any structural defects in main, service connections, appurtenances, adjacent utilities, etc., that could interfere with the line stop installation shall be immediately reported to the owner. Line stopping Contractor shall fit upper and lower saddle plate assemblies to main, thoroughly checking for proper fit to main. Under no circumstances shall Contractor attempt to force, reshape or bend saddle plates by excessive tightening of saddle studs while line stop fitting is assembled around the main. a. Any retrofitting shall be accomplished with the fitting removed from the main. Thrust Support and Blocking - Prior to mounting temporary tapping valve and pressure tapping machinery, Contractor shall install concrete thrust and support blocking specified by Engineer. Blocking shall reach a minimum cure strength specified by Engineer before any valves or machinery shall be mounted onto the line stop fitting. Cutting Operation - Drilling equipment shall be in good condition and equipped with power drive to ensure smooth cutting, and to minimize shock and vibration. Cutting equipment shall be carbide tipped and have a coupon retention device in the pilot drill suitable for retaining the size of coupon to be cut. acted Position ?mporary Line op Valve led or Bolt-on mbly 0i , Existing (' Pipeline IFT Folding I. 011 IFT FOLDING HEAD IFT Folding Head 14" - 72" Line Stops .150 p.s.i. Working Pressure For Mortar Lined and Out of Pound Pipelines Folding head machinery was designed for low cost line stopping on all types of pipelines. For example, by utilizing folding equipment IFT can stop a 600 line through a 36' tap. For futher information contact our office. MAY-29-98 FRI 2:56 PM INTERNATIONAL FLOW TECH. FAX NO. 800 715 7322 P. 1 INTERNATIONAL FLOW TECHNOLOGIES, INC. USA & CANADA (800)221-3332' FAX (800) 715-7322 Conlyorfors Lie. CORPORATE OFFICE 30230 LOS ALAMOS RD • MLJRR1ETA CA 92563 • (909) 926-4849 AU A087440 INDUS1RIAL SERVICES 1361 SOUTH BEACH BLVD UNIT PLA HABR& CA 90631 CAN A-502406 NORTHERN CALiFORNIA 5976 WEST LAS POSITAS BLVD. STE 226 • PLEASANTON, CA 94586 • (510) 825-6313 WA A-0034 NEVADA POST OFFICE BOX 35552 • LAS VEGAS, NV 891336552 • (702) 294-3088 ARIZONA 8997 EAST DESERT COVE • SCOTrSDi6LEAZ85260. (602)596-1745 - FACSIMILE TRANSMITTAL May 29, 1998 Dudek & Associates Al Lau Fax: (760) 632-0164 RE: La Costa Bridge Widening Attn: Al, To follow is are copies of an alternate valve we would like to use, the delivery is quite a bit shorter and has a 250 psi, rating. I will mail you a copy of the original fax to me today since this is a fax of a fax. S;incerely, Jeffrey L. Maichel 'President' MAY-29-98 FRI 2:57 PM INTERNATIONAL FLOW TECH. FAX NO. 800 715 7322 P. 2 05/28/1993 23:49 503-659-7375 A AND A DRILLING SER PAGE 01 k-UI'4.J L KU k-- A LUIN tuvmkUt-mN rWW WIN AKul, 14"-24" SERIES 2500 RESILIENT WEDGE VALVE Ductile V0fl operating nut po%1e3 rre-gh cn duvcblltty High strength bronze stem and si rOLc!E COITOsIr 310 Fusion bonded epoxy cooling insido and out e'u-es r.0iirjrn eeCh :esSToflCe (Cf flJ :p,vce •,ie. Integral feet ccs? ficts 0' vClve e u.'c.v the iOtvG •O $to-C jçefl' urr3 so'oge or or lrstoIIc1 nc.opsuIoted dut,Po Ige design *op ,tCnf soot ee.v - - i).v sierr torque. )th iwoy construction ?uf cot? 'tero way. No ,ecetes fc. 3ebris or Obstruct flOw C9t pumg csf S. Ducillo Von coitslrueflen greoter PreNih, dJ0tY. and igrtei weight than car r0n c sr..ct1on. 250 p.s. rC!tr. 1 10 , ci SIOl'1b3J.I1' PINS Sp:t $6t-6--bL.. - -- HANDWP1EEL - L 2SQ —L- - I - A 6. H MAY-29-98 ?RI 2:58 PM INTERNATIONAL FLOW TECH. FAX NO. 800 715 7322 P. 3 85/28/1998 23:49 563-659-7375 A AND A DRILLING SER PAGE 85 14' FLOW CONTROL4fl NT WEDGE VALVE SUBMITTAL DATA VVIlZE 14 1&• Ir 2V OUAWITY NR$_WISPUR GAs_lleEvE%. GEARS_ I OPERATING NUT________ IREG11ON OP C!N*JG_LEFT_.RIGHY ND CONNECTION_________________________ OTHER RUI!I1ENTS_______________ MOVE: I &MO LAMER ME RECCMMENDED TO U VRNISHEO W%VII GEAJE CLASS 125 FLANGE (FL) MECHANICAl. JOUST (MJ) ro TAPPING FLANGE (FL) L 0.250 V PUSH-ON (P0) OPTIONAL END CONNECTION! rIiENSION - - VALVE SIZE - 16 Ill'20 EEND1QEND.FLxft 15 13-1'4 16 1 1354 17 - 153/4 iS 1 114_ 20 L... LYLENGTh MJxj LL1(LENGTU 13318 - _ NsA _N/A L'LENGTH.RxM& 14-I/B. 14.13(j.. 16.318 17-1/8 L'_LEft3;j3LI n 141/8 1413/18 16.3/8 -171/t_- _J1/8 ___________________ 36-3:4 - p.Sis _4-1/4 _-14 jj 13I8 17/15 1-9116 16 r. s• __________ ____- ._ -NIANIAu& --- - PLDJAMETE --14!lsflb -- 20 - I 16.15/18_____ 20 18-t5/15 2Q 0-1!jjj...._ _28__ - _2a No .Tur •j .QpçnCflOrS1 WEIGHT 4MJ x MJ) 44 6706 SC - 8206 1 003 56 J 520# 23006 6 SDJ13it'1 (t' P!U 8661-6-AtM MAY-29-98 FRI 2:59 PM INTERNATIONAL FLOW TECH, FAX NO. 800 715 7322 05/20i1090 23 43 503 CSO 7375 A AND A D1ILLINC CcP l'ACL n.t, FEAL1J LU S/BENEflTS AMERICAN able lootege rate. NO POCkO? in bottom CA volvO to c-;'• !cct itedmgnt or trap debtfs. Lower torque toauomer"ts to ape,- ale cwo 250 o.si pressure toting compared I to the 150 p.si rating found on d04b!e Trte vctves seal 100% oak ilgrtt TM vCIvOI disc gate valves. wote.wov is ClisOl. jtat Ir,jctea arid ADVANtAGES OVER DOUBLE DISC • Epoxr coated r.slae and out. T(20 ;icm POCkOIS. GAYS VALVES • Lighter total valve WCQht ADVANTAGES OVER SIMCRFI.Y VALVES 100% boff to tight 100'. No more IMA No disc in wwerway to FeSIJIC' flow or corrnlng te5Mg to delczm,n otlw. I The 14.24" Seri" 2500 ResUient Wedge Gate Vtves hove these standard features: 250 p.s.i. soling • Thrust wiskirt • Rubber oncops'.doted wedge Ductile lion bWyl bonnet • Fusion bonded epoxy • Flats on valve body to Valve and wedge coaling stands usighi for storage or Triple O.th,g stein seals 100% bottle tight Closure durinG installation NSF Appiovad • Optional gondeg i BENEFITS Other ryces at votvtg. The upper O• dlewnt-cut tnotr'g to lift me vclve by Ductile Iron Construction mg cCts as a snlald W sealing the the operating nut which COUtO CoUSO me duate trort boCv arid rna stem Itom dit and GO Motght eth- ;omege to the valve stern. prcvide supofol sRertgri' and allow C erwisa enter inc stuffing box in burled pressure toting or 250 .it.i. The c.td MVkV9 service cppFrCOt,oni. thrust Washers strength OS ductile Lmn doublO; hat TM.St wothOis Cf C 1pcOlea 0001(0 wovidoo by cost iron. This 00000 Fusion Bonded 59i4r Coating or.0 below the slon' coflcv wl'crt strength and hohO pressure foll-V IS The 140 20 Scales 2500 vovoi are assure troubie.fr'3e opototton of 'e provided in C CO"iPQCt ligraler cerr eLnW opated both on lYre frOilo! OS VOlVO. wet 0; trie ateriOt 01 me vcv. the Triple 0-Ring Stem Seals fuort bcflded coating ii applied pfter We Slot Gealeite h,s vOlvO tOOfUrOS 114*? 0iirii Starr' the vole bool/ Is shot blasted C001t me 51uei09 box goiket and ttvcop reo1ri. two C%nngs are 'ocatL'a above The GcoI1Q ispiled TOGS 101IOt.4 Sul- Ilange politet are pressure energzed th lhejs' collar end ore 0-fig is icces 3,) that even,hO 00holes ofla rubbor Ottirigs. This owes bottle tight I 'cooled be13w he Thrust echo'. The C- bodt-fc-bonr.a? Bongo urfcccs ore seats WiThOUT the need for excessive brig directly oboso and be!ow ttte tuiP, apoxir coaled. bOlt bodIng as is t0QLIJc)d 01 W gas- sarrt coflr provide a paimaftently kets. The 011ng5 are reusable wrdor teIed lucdc~ chamber. This leo- Ductile lion 11*11119 Lugs eflrnnates the need for time COMM- Pure assurer ecse of operation for long Siurting bait is conntuered of nigh ing Cteaning, sopping, cod cutting pcalods of time wIthout the neec tot strength ductflO tract with integrol titling of ne,, gosrats. I ccnstcnt mointeflor.ce required CI .uo& lb allowS the vOtve robe bar,- 2 SldOr'101ir Mr4d 9P.11 8561-6-AtiI4 I AmC,iccn Fow Co,trcls Bodes 2500 Ductile lion Resilient Wedge Gate Vehies are sultobe tot use it, potable water. sewage and Ilte poiecior' w510r"s. These va'ves hO"e r?ed wdihp oressua or 250 pu. to -ncewepurnpinQ Costs. Atows poitsoQo CI ptggd%g cleirices. Iritatra) pans eon be setea Mt'- cut Cutting vQtie out Of D011le. 250 cit.'. toting piov(ftz 101 future oressure ncreOses over the 150 p st piessu'e '?flfl *6-4 on iOst puitett!v 0 U 10 12 '3 14 MAY-29-98 FRI 3:00 PM INTERNATIONAL FLOW TECH. FAX NO. 800 115 '1322 F. 5 05/28/1998 23:49 503-659-7375 A ANDA DRILLING SER PAGE 63 I PARTS UST - AMERICAN PLOW CONTROL A 1411-24" SERIES 2500 RESUIENT WEDGE VALVE NRS MMINT Ge 2. ASYM *209. Mt 7 I _ga _jC!a Iron. ASTM *326 -i-- _ _jpe, ThnWIiI6L_i uftirn 0o, Ge_ JIe njbarØ. 4_ C.rm - Mwte.uber 86 to",ATM A ctiI6 Volt, ASfll*36 1 9 P(oz Hd 9e11 ShaI S*2 grade 2. ASTMA307. zima Sated .0 'rftfa, 61v1o1 Wi Raav r ciIie Iron. ASTU A5,IB Stem MangaflaO bOVt *SThhB?63. 3 I Wdgl N14 - IIg6AiSO otone. 45Th 670. 14 -I RasIi i' Wedoo SER rubbor ,s ____________ I Was V4 'l lhft 1. Hex i45It - StSAS grade 2.ASTMA2OT. -- -znc.paed r1r Il Nu Slept. SA6 yac• 2. ASIM *30?. zncohaad 4 ir t'ox Kul. Sloet SCE glade 2. *5Th *307. 2 LowerTh 6Irlar J -_________ 3 SNNOMaiur. IlNd 9t':TL 866-6—AdW UDiTf..th..js. I Dnv-L.o? in 33 6l3I$IS Sl4 r O2*Iin Nb? r 3 ! 0-it Nltrile lubber ;i—i UpII TMi WBflar Uciie H $24 SW Gm ct Oporalor 14'. 16'&lB'ALEIrO ICR-S I 2G & 2&ALE70 MR- 10 25 Kj7y 416 SULWOSS S1001 - • _____ 'NO?E FART $LU*.IOCR CHANGE FCfl N&WffH REVEL GAMNC. Rev 1.oaerintIon _ 24 Bsve$ Gear' I 0petalct 14'. ira 18' ALCTO CR-S _J $T IS RECOMMENDED THAT VALVES ir MILD LARGER BE IJMMSb16b WITh DEARI$I4 MAY-29-98 FRI 3:01 PM U/4d/11s 3:'i Sd1LJ.LO ok --- PARTS LIST INTERNATIONAL FLOW TECH. FAX NO. 800 715 7322 A MNU.A LIKILLIN93 StJC AMERICAN FLOW P. 6 I'A'ah t,Li. NRS with Spur Gearing 2 _ __.-:' 23 -. - --t -. -- 20 • : ':-r-... J_..1 C - :./ ••-------_i_.._L t NRS with Bevel Gearing -- _-. --' -%* 6 21&323 22 11 6 7 2 --- ; I - .•., — : \ ' , \ I 6 15 $4 12 12 10 S V 25 2' 4 2 S)1flJib'fl riNd 9r: -.1 8661-6-.QA4 MY-11-1999 10:19 C. P. St1JSSEN-CA..SBRD 760 929 2746 P.03/03 42*A49U Sim I. HAIRS COMPANY U111111 (19 Vill M.UKR%. A-I %i)IUtOMPANY I1U•.MINI 1t1tRFTl tPMP. I.ASTCflt'NTY P4AiEM14 INC. ii': igi t r tii.iu I CONCRETE MIX DESIGN MIX ID : 4033502 (05) 4000 PSI 0511 /98 CONTRACTOR : C A RASMUSSEN PROJECT LA COSTA AVENUE SOURCE OF CONCRETE : ESCONDIDO I CARLSBAD PLANTS CONSTRUCTION TYPE : 660-C-4000P / 4000 PSI @ 28 DAYS PLACEMENT : PUMP OR PLACE (SATURATED, SURFACE-DRY) YIELD. Cu FT 564 2.87 115 0.88 LB 1281 7.66 1711 10.16 339 C 40.6) 5.43 MASTER BUILDERS POZZOLITH 322-N, OZ 27.17 TOTAL 27.00 WATER/CEMENT RATIO, LOS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCF 0.50 4.00 148.6 1 ACCEPTED AS SUB WiITCE ACCEPTED WITH COMMENTS 0 NOT ACCEPTED-RESUBMIT rn a BY DATE 29K,,znsPIwtRoad SanDeso Caiituna92145 • P090ff'ice5ciz639069 . • lJW..I TOTAL P.03 WEIGHTS PER CUBIC YARD ASTM C-150 / TYPE II CEMENT, LB ASTM C-Ole / CLASS F PLYASH, LB PALA WASHED CONCRETE SAND - 43%, SOUTH COAST 1' x 04 - 57%, LB WATER, LB (GAL-US) TOTAL AIR, % tsL LIU E !T14MM03 HTIW U3T333A fl TOM 0 Faunlin an WATERWORKS 3280 MARKET STREET SAN DIEGO, CA. 92102 PHONE: (619) 239-0371 * FAX: '(619) 239-4727 City of Carlsbad - La Costa Avenue Widening El Camino Real to Interstate 5- Contract No. 3215 Submittal No. 9-2, Specification Sections, 28,31 and 35 Response to Comments by Steve Deering, PE, DUDEK & Associates, Inc. for Leucadia County Water District Listed Requirements and Submittal Status: 24" PVC Pipe Noted 4", 6".8" PVC Pipe 8" C-900 Class 150 DR18 Pipe submitted as valve casing only. Gate valves See attached submittal. Sewage Air Release Valves Noted Tapping Sleeves Noted High Deflection/Repair Couplings Noted 'A9 -tcoN 1VflWJflS O31312H 0 i.SJH O!'W arE:I\!7 0 ::i ••# f... (..L A.Li hU;..'_ . .. .. ....... H1 AEJfl3J IO S", .•..... ni. '3N1 'S31V130SSV & IC. .1. J 1. .J..' tiC. • c_ji I U '..A-ILr £ LU £flC. b3J dI3 b3 t. 01 CALPIC0 INC. FAMOUS FOR: 185 HABdR WAY • CORROSION CONTROL PRODUCTS SO. SAN FRANCISCO,• PIPE WRAPPING TAPES CALIF. 94080-5161 ELECTRICAL TAPES PHONE NO. (415) 588-2241 • CATHODIC PROTECTION FAX. NO. (415) 673-5952 • PIPE COATING APPUCAflON Detectable Underground Utility Marking Tape i 1.! b (.) iL VIW '•) 1 L SPECIFICATIONS Consists of a minimum 5.0 mil (0.0030) ovuxuil thickness, with no Ices than a 3 gauge (0.0005) loUd aluminum foil core, The foil core and plating shall be encased In a proiccilve plastic jacket with the foil visible lhrouh the clear protective jacket on the unpnnted aide to ensure signal continuity and metal content. The protective plastic jacket and the adhesive bond ire specially fcmulaIed to resist dagiadalion by elements, normally encountered In the soil. The background color coding shall extend the full width and be Imprinted in black Ink with the approplate wsrning massage. IL TEST DATA Thickness - ASThID2I03 3s mils Tensile strength ASThI D882 28 lbWinch (5600ps1) Elongation ASIM D882-75B <80% 0 break Printability ASTM D2578 )-50 dynestcm2 Flexibility AS7MD671.76 pilablebund Inks Mg. Specs hest KtMylex Massage Repeat MS. Specs every 20 inches Poll Mfrg. Specs A- led Top Layer Miri Specs Ar&PRT Bottom Layer Mfrg, Specs virgin LDPE Adhesives Mfrg. Specs > 30% solld,LS#/A Bond Strength Boiling HO@ 1000C >5 hours wl0pod Colors APWA Code see below III. APPROVALS A Department of 'flansportatlon, Materials Transpodadon Bureau, Office of Pipeline Safety— UM code for preserve piping B31.8 paiagrapb 192.321 (c)' National Transportation Safety Dowd, Washington D.C., Special Study Prevention of Damage to Pipelines, Adopted June 7. 1973—Report NTSB..PSS-73-1. American Petroleum Institute (API), Recommended practice for marking buried liquid petroleum pipelines--API RP 1109. -. D. General Services Administration, Washington D.C., Public Buildings Service Guide Specilicadan for Mechanical I Electrical Equipment—PBS 4.1501, Amendment 2, page 1501-14, paragraph 18. subparagraph 18.1, clause 18.1.1. - E. Rural Eloctrlllcation Authority (BMA). U.S. Dept. of Agriculture, Washington, D.C., National Electrical Safety Code for Underground Construction ror remote and immediate hnrards. AVK RESILIENT SEATED GATE VALVE, 250 PSI 45/47021 To AWWA C509 (NRS) Flanged Ends to ANSI B 16.1, class 125 Valve Sizes 21/2" through 12" Materials: Body, Gland flange Ductile iron ASTM A536 Bonnet Cast iron ASTM Al 26 class B Coating Electrostatically applied fusion-bonded epoxy-resin,14 mil inside and out. Meets AWWA C550. or exceeds Wren€h nut Cast iron ASTM Al 26 class B - painted black for clockwise closing, red for counterclockwise closing Stem Standard: Stainless steel AISI 420,13% chromium Option a): ASTM copper alloy no. C86500, manganese bronze - Option b): Low zinc bronze ASTM copper alloy no. C99500 Wedge Cast iron ASTM Al 26 class B vulcanized with SBR-rubber compound Stem seal box, ASTM copper alloy no. C35330 Thrust collar, Wedge nut, Support ring Anti friction Potyamide washers Bonnet bolts ASTM Al 64 zinc coated steel sealed with hot melt Gland bolts ASTM A153 zinc coated steel Bonnet gasket, ASTM 02000 Buna "N" nitrile rubber Wiper ring, 0-ring stem seals Utilisation: For water and neutral liquids to max. 160°F Tests: Hydraulic test.to AWWA C509: Shell test: 500 PSI Seat test: 250 PSI Operating torque test Options: Handwheel Normally clockwise to close, optionally counterdockwise to close Subject to change without notice American AVK 192 -- 344542AF 0 AVK RESILIENT SEATED GATE VALVE, 250 PSI 45/47021 To AWWA C509 (NRS) Flanged Ends to ANSI B 16.1, class 125 Valve Sizes 2 1/2" through 12" Component list 1. Valve body 12. Thrust collar 2. Wedge body 13. 0-ring 3. Wedge, vulcanized 14. Gland flange 4. Wedge nut 15. 0-ring 5. Support ring 16. Stem seal box 6. Stem 17. Wiper ring 7. Bonnet bolts 18. Gland bolts 8. Bonnet gasket 19. Wrench nut 9. Valve bonnet 20. Washer 10. Bonnet bolt seals 21. Screw 11.0-ring Ref no. Size H L E D K Holes F B Turns to open Weight lbs 45-065-47021 2 1/2" 11:20 7.50 0.75 7.00 5.5 4 3.59 1.57 11 34 45-080-47021 3" 12.20 8.00 0.75 7.50 6.0 4 3.74 1.57 13 40 45-100-47021 4" 13.58 9.00 0.75 9.00 7.5 8 4.96 1.65 14 63 45-150-47021 6" 17.56 10.50 0.75 11.00 9.5 8 6.22 1.97 21 103 45-200-47021 8" 21.50 11.50 0.79 13.50 11.7 8 7.13 1.97 26 162 45-250-47021 10" 24.72 13.00 0.87 16.00 14.2 12 8.00 1.97 32 251 4-nn-47021 12' 27.68 14.00 0.96 19.00 17.0 12 8.50 2.36 38 328 RNP • June 1, 1996 ROMAC INDUSTRIES, INC. Style 11IC501" Coupling 1-800-426-9341 with Insulating Boot Use: Romac insulating couplings effectively stop electrolytic action by isolating one pipe from the other by means of an insulating boot. Center Rings: Ductile iron per ASTM A 536, Grade 65-45-12. Yellow shopcoat. Epoxy, and special coatings available on request. End Rings: Ductile iron per ASTM A 536, Grade 65-45-12. Color coded RED for O.D. StI. and Std. StI., BLACK for cast iron and YELLOW for A/C. Gaskets: Virgin SBR per ASTM D 2000 MBA 710, compounded for water and sewer service. Other com- pounds available on request. Bolts and Nuts: /8" high strength, low alloy steel trackhead bolts. N.C. roll thread and heavy hex nuts, corrosion resistant steel. Steel meets AWWA C-i 11-80 composition specifications. Other materials or special coatings available on request. Insulating Boot: Virgin SBR specially compounded for water service. Options: For 14" and larger, see Page 2-22. For other options and specifications, see Page 2-24. NOMINAL PIPE SIZE O.D. (Inches) GASKET TO USE FOR IRON PIPE SIZES GASKET TO USE FOR DUCTILE PIPE SIZE BOOT ONLY COMPLETE LIST PRICE APPROX. WI. LIST PrnCE.: TPI OX. WI. IV 4.50 4.80-5.00 - . 75 # 1775# 4.80 - 4.74-5.10 6" 6.625 6.90-7.10 - i.io# 7.15-7.35 26.10# 6.90 - : 8.625 8.60 -9.06 - 1.20 # 8.99-9.40 .33.20 # 9.05 - 10" 10.75 Special 1 1.75 # 63.75# 10.89-11.40 ' 2', 12 12.75 Special I - 2.10# 13.15 -13.55 73.10 # 13.20 - 14" 14.00 14.20- 14.40 - 2.25 # 100.25 # 1 Specially fabricated, not common stock gaskets. Price on application. Ncte:. Contact Romac's engineering department for other available sizes and applications. Example: For an insulating coupling to fit 6" 0.1., order I IC501 -7.35 x 7.10, with boot to fit 6.901 If ordering insulating boot only, specify O.D. WARNING: Flexible couplings do not provide -A&protection against possible pullout of pipe ends in unrestrained conditions. Insulating Coupling Bolts and Nuts: Trackhead bolts, heavy hex nuts, 5/s" UNC rolled thread, high strength, low alloy corrosion resistant steel per AWWA Cl 11. Threads protected with plastic caps a each bolt end. Note: One boot provided as standard. Options: For other options and specifications, see page 2-24. 44 RNP June 1, 1996 ROMAC INDUSTRIES, INC. Style "IC400" Steel C.. 1-800426-9341 Use: Romac insulating couplings effectively stop electrolytic action by isolating one pipe from the other by means of an insulating boot. Specials: Center ring lengths, thicknesses not shown, linings and coatings desired, diameters and pressure ratings not shown. Prices and availability on request. Center Rings: Beveled, flared or formed carbon steel with minimum yield of 30,000 PSI. End Rings: Contoured rolled mill section carbon steel. End ring thickness determined by pipe O.D. and pressure rating. Gaskets and insulating Boot: Rubber per AWWA C219, compounded for water and sewer service. Other compounds available on request. Paint: Romac shopcoat for corrosion protection in transit. O.D. CT1AIIQJaI CENTER RING APPROX. PIPE (inches) WEIGHT SIZE NUMfrIII J THICKNESS 14.00 1/4' 1 75 # s/a" x 7"' 87 # 14" 15.30 LIi1JU 1/4p x 7"' 83 # 95# 16.00 I! 1/4" x 7"' 85 # 3/s" x 7" 1 98 # 16" '/4" x 7"' 92 # 17.40 I /8"X7"' X7"1 107# 96# 18.00 ______ /,"x7"' 111# 18" 19.50 t/" x 7" 1 105 # - 3/8" x 7" 1 122 # !c0QA,2 0 - '4" x 7"' 110# 20.00 iLQJD-2° - 3/s" x "' 127 # 20" *4" x 7" i!C!0L,6P-1 118# 21.60 lCgQ02102 /8" x 7" 1 /" x 7" t135# 24.00 24" /e"x 7" _____________ 1/4" X 7"' 140 # 2580 lC4o-25:a02' 3/s" x 7" 160 # 7" center ring = 7 1/2" insulating boot 10" center ring = 12 1/2" insulating boot 'Style "lC400" also available with 10" long center rings - POA. IC Boots can only be used with IC Couplings. IC Couplings have been sized to accommodate IC Boot. Note: For insulating requirements in O.D.s not shown above, please ref erto Romac's 10501 (see Page 2-13) or contact factory. To Order: Determine pipe Example: To couple 24" O.D. steel pipe, WARNING:Flexib!ecouplings donot O.D. to be coupled. with center ring dimensions of /4" x 7", and with insulating boot, order I I ________ strained C400 - 24.00 - ii pullout of pipe ends in unre- _ conditions. 12-211 RNP • June 1, 1996 ROMAC INDUSTRIES, INC. Ontions for Romac Style "400" -- - ----- 1-800-426-9341 Fabricated Steel and 11501" Products Note the applicable options as they might apply to the desired coupling(s) when required. I,. Fasteners Standard: High strength low alloy steel. All nuts are heavy hex. Optional: Zinc plated steel staintessste el Hot dip galvanized steel Other -Type 304 stainless steel Miscellaneous Options Insulating Boots (please specify if one or two boots are required) Manufacture per AWWA C219 Other________________ Coatings and Linings Standard: Romac shopcoat will be applied to entire product unless specified. Optional: Unless specified, entire product will be lined and coated with optional coating. Please note if lining and coating materials will be different. ROMACOTE Fusion Bonded Epoxy Fusion Bonded Epoxy per AWWA C213 Liquid Epoxy per AWWA C210 Other (Please supply all required specifications, such as material type and dry film thickness) Note: Material to which any lining or coating is applied will be prepared per the manufacturers instructions, as specified by the engineer, or per the applicable AWWA Standard. Hot dip galvanizing is not recommended because of thread interference. 3 Coatings are applied to O.D. of product, linings are applied to 2 Threaded rod and nuts may be supplied for this item. parts of product that will be in contact with line content. Special Epoxy and Fusion Bonded Epoxy Information: AWWA Standards for... Linings/Coatings: ROMACOTE Fusion Bonded Epoxy may be applied to most products Romac manufactures. The epoxy powder used will be compatible with potable water use and applied following the powder manufacturers instructions. Unless otherwise specified, the thickness will be approximately 8-12 mils. Fusion Bonded Process: Fusion bonded epoxy coatings are heat activated, chemically cured coating systems. The application method may be Fluidized Bed, Electrostatic Spray or Air Spray tôprehèated metal surfaces. The coating may be applied to non-heated metal using the Electrostatic Spray method, and post-cured or heated to achieve the fusion bonded coating. AWWA-C213: This standard covers the specification and application of Fusion Bonded Epoxy systems to mechanical couplings, as well as steel water pipe. Sec. 4 of this standard applies to mechanical couplings. Minimum thickness is 12 mils on the exterior and 15 mils on the interior. Romac Customer Service must be informed if your specification is for adherence to this standard. AWWA-C210: This standard covers the specifications and application of cold applied Liquid Epoxy linings and coatings. Minimum thickness is 16 mils, maximum is 25 mils. Spiial primers are required in most instances. Romac Customer Service must be informed If your specification is for adherence to this standard. AWWA C-219-91, STANDARD FOR BOLTED, SLEEVE-TYPE COU- PLINGS FOR PLAIN END PIPE: This standard covers bolted sleeve type 'couplings, reducing or transition couplings, and flanged coupling adapters used to join plain end pipe. Indents for Coatings: 8' to 10, indent for each pipe end covers most diameters. Special circumstances may require allowing for more 'hold back' on the coatings. Note: Romac reserves the right to refuse to apply a lining or coating that may be inconsistent with our product or good environmental practices. Extraordinary field conditions may arise where the above restrictions are not realistic. Contact your Romac representative to obtain an engineering evaluation of the specific condition. Recommended laying/angular deflection when using flexible couplings (in degrees) NOMINAL PIPE SIZE SLEEVE LENGTH 5" 7" 10" 2" to 14" 40 4 1/20 4 V2° 16 to 24" 20 40 4 1/20 26' to 36" 1 1/20 3 1/20 31/20 38" to 42 X 30 3 '/2° 44" to 60" X 2 1/30 30 60" to 100" X X 1 2 1/2* Deflection (in degrees) is PER COUPLING. In actual field conditions, slightly more deflection may be obtained, depending upon pressures, etc. Caution should be exercised when designing any deflection greater than this table shows. Expansion and Contraction: Each coupling 10" and larger will safely accommodate Ia in longi- tudinal movement. PIPE END DIAMETER SPECIFICATIONS NOMINAL PIPE SIZE + - ... MINI MAX 14 to 22" '/" 1/16" 1/8" 24 to 36 1/8' 1/16" 1/8° 38" to 72" 3he 1/16" 1/8" 73" to 96 1/4" 1/16" /16" 120" plus 1 1/4" 1 1/16' 1 1/4" WARNING: Flexible couplings do not provide protection against 4k possible pullout of pipe ends in unrestrained conditions. 1Out-of-roundnoss condi- tions are required to be correctable so that the difference between the minimum and maximum diameters is not greater than this dimension. [2-24J ROMAC INDUSTRIES, INC. ROMACOAT EPDXY COATING SUBMITTAL INFORMATION Certified to ANSUNSF 61 NSF approved material availabto upon request Product Usedi. Corvel Yellow 10-2026, complies with AWWA C213. Product Manufacturer: Morton Thiokol, Inc. P.O. Box 15240 Reading, PA 19612 Thickness: Normally 8 to 12 mils. Up to 16 mils on request. Surface Prep: Shot blast to white finish. Application: Electrostatic spray or fluidized bed. Properties: See manufacturer's specification sheet. Options: Mil thickness and testing per AWWA C213 available on request. 48 Romac Document Number 80-8-0002 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. ROMAC INDUSTRIES, INC. STYRENE BUTADIENE RUBBER (SBR) GASKET MATERIAL SUBMITTAL INFORMATION USE: lCertlfledto * INSl!NSF 61 NSF approved matedal available upon request Styrene Butadiene Rubber (SBR) is the most common synthetic rubber. It is the standard used in water and wastewater service. SBR used by Romac is especially formulated for this service in accordance with ASTM D2000 MBA 710 - 90. CHARACTERISTICS: Temperature Range: Weathering: Abrasion: Compression Set: Tearing: SPECIFICATIONS: Requirements of ASTM D2000 MBA 710 - 90: Vulcanizate Properties Cure: 1.0 minutes at 310 OF (154.4 °C) o Stress-Strain and Hardness Tensile Strength, psi Elongation, % Hardness, Duro A, pts -65 OF to +180 OF Cont. Fair-Good Good Good Requirement - BA. 1450 250 10±5 1 ROMAC INDUSTRIES, INC. INSULATING (IC) BOOT SUBMITTAL INFORMATION Ceitifiedlo ANSIINSF 61 NSF approved inatedal available upon mat USE: Romac Insulating (IC) Boots effectively stops electrolytic action by physically, and electrically isolating one pipe from the other. MATERIAL: Gaskets are made from virgin Styrene Butadiene Rubber (SBR) compounded for water and sewer service, and for insulating properties, in accordance with ASTM p2000 MBA 710 - 90, AWWA 0219 and rubber conforming to ANS I I AWWA Clii I A21.11 requirements. ELECTRICAL. PROPERTIES: Resistivity: 17-30 x 1014 ohm-cm Dielectric Strength: 500-700 volts/mil Dielectric Constant: 2.62 -2.66 4/98 Romac Document Number 45-8-0007 This information is based on the best data available at the date printed above, please check with Romac EngineeIing.DepaItrnnt for any updates or changes. SSB CLASS 350 FITTINGS nsions ana weic icati6n Informati le- Iron THIS REVIEW DOES NOT RELIEVE THE CONTRACTOR OF ThE flCSPONSIILITy TU CONFORM TO THE CONTRACT DOCUMENTS IjIór Pipe - NO EXCEPTIONS TAKEN Subsidiary of - ti MAKE CORREGl;::j NOTED Tyler Corporation VAN AMEND AND hLSMII 0 RF.IFCTFfl DATE MADI IN THE SUBMITTAL NO. 8Y ,A— Tyler Pipe/Utilities Division • P.O.Box 2027 • Tyler, Texas 75710 • (903) 882-5511 9, Towphlle MECHANICAL JOINT SSB-DUCTILE IRON Subsidiary of CLASS 350 FITTINGS Tyler Corporation SAMPLE SPECIFICATIONS 3" THRU 16" MECHANICAL JOINT DUCTILE IRON FITTINGS shall be produced in accordance with all applicable terms and provisions of ANSI/AWWA Cl 53/A21.53 and ANSI/AWWA Cli 1/A2 1.11. Standards For 18" and larger diameters are pending. The working pressure rating shall be 350 PSI. NOTE: Fittings are cement-lined and seal- coated in accordance with ANSI/AWWA C104/A21.4. JOINT DIMENSIONS IN INCHES Six. ADia. B CDia. DDIa. FDia. JOse. K'Dki. K2Dia. L M S T X Dli. Six. No. 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 .59 .62 .38 .34 3/4 5/ex3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .41 .35 'Is 3/401/2 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 .63 .88 .43 .37 '/e 3/01/ 6 8 9.05 2.50 10.17 10.27 9.15 11.75 12.31 13.37 .66 1.00 .45 .39 7/, 3/01/2 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 1.00 .47 .41 7/ 3/0(31/2 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 1.00 .49 .43 7Is 3/x31/2 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 .79 1.25 .56 .51 7/ 3/0(4 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .57 .52 1I8 3/4x4 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .59 7/9 3/x4 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 .69 .60 7I8 3/4X4 14 D24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .75 .62 7/ 3/Ix41/2 16 BENDS 90° - Bends (1/4) 5-600 450 Bends (1/4) 5-605 221/2° Binds (1/16) 5-609 111/4° (1/32) 5-611 D.i.nsions Dim.nslons Dimensions Dimensions Six. T A R Weight A R Weight A R W.lght A R Weight 3 .34 4.5 4.0. 20 2.00 3.62 16 1.50 4.98 15 1.25 7.62 15 4 .35 5.0 4.5 26 2.49 4.81 22 1.82 6.66 21 1.55 10.70 20 6 .37 6.5 6.0 48 3.50 7.25 38 2.59 10.50 37 1.81 13.26 33 8 .39 7.5 7.0 68 4.00 8.44 59 2.85 11.80 51 2.06 15.80 48, 10 .41 9.5 9.0 107 5.01 10.88 81 3.35 14.35 67 2.32 18.36 61 12 .43 10.5 10.0 141 5.98 13.25 111 ' 3.86 16.90 80 2.56 20.90 79 - 14 .51 12.0 11.5 220 5.50 12.06 164 3.93 17.25 148 2.59 21.25 131 U 16 .52 13.0 12.5 264 5.98 13.25 202 3.98 17.50 179 2.62 21.50 159 18 .59 15.5 14.0 410 7.50 14.50 289 7.50 30.19 292 7.50 60.94 287 20 .60 17.0 15.5 505 8.00 16.88 348 8.50 35.19 364 8.50 71.07 346 24 .62 20.0 18.5 695 9.00 18.12 475 9.00 37.69 460 9.00 76.12 457 2-15-94 Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 53 PLUGS & CAPS Tf . 3"-12" 14"-24" 3"12" MJ Plug Solid 5-650 Solid. 5654__.. 2" Tapt 5-652 ¶i!Tapt5655-' Weights Dimensions Max. 5-650& 5-654& Size T Tap 5-652 5-655 3 .46 2 8 8 4 .46 2 10 10 6 .46 2 18 17 8 .46 2 26 25 10 .56 2 36 35 12 .56 2 46 14 .62 2 79 85 16 .62 2 100 93 18 .65 2 130 122 1 20 .66 2-153-148 62 202 202 SLEEVES t T Short 5-644S Six. T Dimensions . L' L2 Weights 5-6445 5-6441. 3 .34 7.5 12 13 19 4 .35 7.5 .12 17 25 6 .37 7.5 12 28 39 8 .39 7.5 12 38 53 10 .41 7.5 12 . 49 64 12 .43 7.5 . 12 56 82 14 .56 9.5 15 lii 141 16 .57 9.5 15 137 172 18 .68 ... 15 ... 200 20 .69 ... 15 ... . 269 24 .75 ... 15 ... 368 TAPPED TEE V. Tyler Pipe ~77 Subsidiary of MECHANICAL JOINT SSB-DUCTILE IRON Tyler Corporation CLASS 350 FITTINGS Long 5-644L I- La imut =1 FE x PE 5-661 MJ x FE 5-658 CUTTING-IN SLEEVE ADAPTERS Dimensions Weights Six. 'T L' L2 5-658 5-661 3 .34 6 12 18 4 .356 12 24 6 .37 6 12 36 2 .39 6 12" 52- 10 .41 6 12 67 12 .43 6 12 80 14 .51 6 12 126 16 .52 6 12 166 Mix F Cutting-In Sleeve 5-645 Dimensions Shipping Wt. Size For Pip. Size L L' T Au.rnUed 4 4.80-5.00 O.D. 10 9.5 .35 33 6 6.90-7.10 O.D. 10 9.5 .37 50 8 9.05-9.300.D. 10 9.5 .39 67 10 11.10-11.400.D. 10 9.5 .41 122 12 13.20-13.500.D. 10 9.5 .43 157 Flanged ends are faced and drilled per ANSI/AWWA C1 0/A2 1.10. Mechanical joint ends are designed to receive both standard and oversize grey or ductile iron pipe as shown above: 3 .34 6 . r 2 19 4 .35 6 2 23 6 .37 6 2 37 8 .39 6 2 53 10 .41 6 2 68 12 .43 6 2 88 14 .51 6 2 127 •" 16 .52 6 2 164 C) 18 24 33 . 52t) 69 MJ 2" Tapped Tee 88 5-642 127 Dimensions Weights 149 Size 1 L Max Trn .M2 5-8 Tyler Pipe/Utilities Division • P.O. Box 2027! Tylos Texas 75710 • (903) 882-5511 2-15-94 TRIPA CJ/j,,,,,, FASTENERS FASTENERS FOR THE WATERWORKS AND CONSTRUCTION INDUSTRIES "SUBMITTAL INFORMATION USTAINLESS HEX CAP SCRE'I STAJNLESS ABSTRACT FROM 4 GRADE: 18 CHROMIUM. 10 NICKEL 2 MOL CHEMICAL REQUIREMENTS: CARBON, MAX MANGANESE PHOSPHOROUS. MAX SIJLRJR, MAX SILICON CHROMIUM NICKEL MOLYBDENUM MECHANICAL REQUIREMENT: TENSILE STRENGTH (KSI) YEW STRENGTHS (KS1) ELONGATION (%) HARDNESS(R IIMWIY DOES NOT RELIEVE Th 104"E rNUM ITHE RESPONSI8IL11.YTO TO THE CONTRACT DOCUMENTS TPTIO TAKEN PERCENT 0 MAKE CORRECTIONS AXtM NOTED UM 0 A AND RESUBMIT 0.08 2.00 kGTE . 0.045 0.030 DATE I •2C BY. 10.0 2.0- ANNEALED STOCK THUS REQUIRING A L) SIZES 0.75 IN. AND LARGER MAY BE T-316,316,F593GORH - T-304,316, F594G OR H OTHER: ALL BOLTS. NUTS & STUDS . UNLESS OTHERWISE SPECIFIED IN THE PURCHASE ORDER SHALL BE THREADED IN ACCORDANCE WITH ANSVASME B182.1.. PAGE Cl. - ROR HEX CAP SCREWS (ANISHE) HEX BOLTS.) UNLESS OTHERWISE SPECIFIED. THE DIMENSIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ANSI/ASME B 18.22. PACE Di. FOR HEX NUTS. ADOONAL INFORMATION CAN BE ROUND IN ASThI F593. DID 1993 (STAINLESS STEEL BOLTS. HEX CAP SCREWS, AND STUDS) AND IN ASTM F594. DTD 1993 (STAINLESS STEEL NUTS.) FLAT WASHERS: ALL WASHERS SHALL BE OF THE SAME MATERIAL AS THE NUTS. TRiPACJjd'((/,,,,,, FASTENERS FASTENERS.OR THE WA?ERWORKSANDN87RUC71ONINDU87RIE8 USUBMF1AL INFORMATION' OCOMPRESSED ASBESTOS GASKETS1' "CA GASKETS MANUFACTURED FROM A COMPRESSED CHRYSOTILE ASBESTOS MATERIAL FORMULATED FOR SERVICES IN MOST SEALING APPLICATIONS AS A UNIVERSAL REPLACEMENT GASKET. NE FIBER CONTENT IS ASBESTOS. BOUND BY STYRENE BUTADIENE RUBBER (SBR). COLOR: BLACK OR WHITE SERVICE SUITABLE AGAINST AR WATER. BRINE, STEAM. INORGANIC ACIDS. CONCENTRATED AND 011(11W ALKAL PETROLEUM DERWAT SYNTHETIC OILS. AN AND ALIPHATIC SCIWNIS, CHLORINATED 501 GASKE11NG MATERIALS ARE ESPECIALLY USEFUL WADS ARE CX3MMONLY FOUND. WEAK 1ROLEUM AND S. AROMA11C 3. ASBESTOS S AND HIGH BOLT ( TECHNICAL OAT MANUFACTURE 4 STYLE COLOR BINDER TEMP (MA)q PRESSURE (MAX) .7021 GRAY/BLACK SBR 7500 F l800psi . .. . 'M. _.c- ./:E PRESS X TEMP (MA)9 350.000 350.000 COMkSIBIUTY (ASTM F381 717E 7-17 -- TENSILE STRENGTH (ASTM Fl 521 •3000p& -.3000psi AVAILABILITY: GASKETS AlE AVAILABLE IN BOTH 1/16TH AND i/SN INCH THICKNESS AND THEY ARE MANUFACTURED IN BOTH RING AND FULL FACED DIMENSIONS. 'TecWIO covitiv%r4s PA1nVXVCffdrhWVWffdftW MAIN IYIANI. - PEThO CHF.MIC*L • TANKS • POWER GENERATION • INDUSTRIAL • OFFSHORE • RESTORATION • HOTELS 1391 AL.L.EC STREET • ANAHEIM. CALIFORNIA 9 June 25, 1998 -- - CALIF. LIC. NO. 226517 NEVADA L'C. NO. 12609 SOS . (714) 635.1130 .AX'C71 -97 T1 PIPEWORKS, ]NC. X 13729 Rosecrans Avenue Santa Fe Springs, CA 90670 Attention: Mr. Kim Baker Subject: I21ic*1ifi Force Main Project City of Carlsbad Shop Coating & Lining Resubniittal 7/ 20/1R, Dear Kim Techno Coatings, Inc is in receipt of Dudek & Associates comments to submittal 9-lb, Specification Section 29 and resubmit as follows: 11nL(corropiDe II Wasteliner) Abrasion Resistance O.K. HoUdav Testing - Per NACE RPO 188, the recommended voltage by Madison Chemical for ductile iron pipe shall be 50 volts per tail of thickness. Interior Lining —40 tails nominal —2500 volts test 0.IC Exterior Coating —30 tails nominal - 1800 volts test. Interior LninR - (Coal Tar Epoxy) 16 tails nominal - 1000 volts test. Please Note The voltage settings are in relation to the coating thickness. We have added to voltage to be used. Coating (Corropipe "5"— Acceptable for use only on bell and soiot ends of DIP) Corropipe "S" is also am acceptable coating to make shop and field repairs over 'Wasteliner". Service temperature is -40°F to 150°F. Abrasion Resistance is 60mg loss, not 52. Holiday testing of the Corropipe "S" which is for bell and spigot at 6.0/10.0 mils, is not performed. When used for repairs over MWasteliner", the specified voltage used under 'Wasteliner" shall be implrrnAr'ted. This concludes our resubmittal for this project. Please contact the undersigned should you need further information or data. Sincerely, TECIO COATINGS, INC., Donald L. McCage Plant & Administration Manager d :60 866t-tO-lflt 20'd 1WW. - JUN 22 8 1#:22 FR PFiDISCJH CHEJ1RMS UYB 74 IU 1/1db.-,b.b F. W.) i SURFACE PREPARATION: The ductile iron surfaces to be lined/coated shall be blastcteaned to achieve a surface anchor pattern with a profile of 2.5 mIte or greater. Sand blasting or steel grit (G40 or coarser) is recommended. No steel shot or other non-angular blast media shall be used. The entire interior and exterior surfaces to be llned/coati.d shall be siruck with the blast media so that all rust loose oxides, etc., are removed from the surfaces. Only slight stains and tightly adhering annealing oxide may be left on the surfaces. Any area where rust reappears beforelining/coating must be reblasted. Remove all burrs. slag (iron oxide), scruff, and other protuberances so that the substrate surface is flat and smooth to reduce the number of holidays and particles. Round off and open up edges of pits and holes. Round off (bevel) all sharp edges to be coaled (e.g. It is necessary to grind bell shoulders and spigot edges smooth and round in profile). If abrasives or other loose foreign matter have entered the interior of the pipe and IWings, then clean, thy. oil-free compressed air shall be used to remove the loose foreign matter in a manner that does not affect the surface of the pipe and fittings that is to be lined. Vacuum cleaning may be used in place of compressed-air cleaning. Blasted-cleaned pipe surfaces shall be protected from conditions of high humidity. rainfall, or surface moisture. THICKNESS: The required thUaess Is as follows for the respective applications: APPLICATION Internal Wastewatwl Potable Water - I- ILM THICKNESS 40 mile (1000 microns) norninaV 35 mils (875 microns) minimum External - 25 nile (825 microns) norninall 20 mile (500 ni.is) minimum Valves, tithngs (external) - 25 mils (625 rnicmns) ncminaV20 MIS (500 microns) minliun Slip Bore/ Rock Shield (external) - moderate 40 mils (1000 microns) ncnihiaV 35 mis (875 microns) minimum Other internal - see MadisonCheniical -- -- COATING APPLICATION: A heated, plural component airless spray pun (1:1 ratio) is to be used to apply the coaling in one coat, multi-pass operation. No primers are to be used. IN8PC11ON: Holiday Inspection shall be conducted as per NACE R130188 usilig sillier a wet sponge or a spark tester. The spark tester voltage is to be 50 volts per MI of thickness (2 volts per micron). The testing may be conducted any time after the coating has reached suf!lclent cure. Repairs are to be made as per coating manufacturer's recommendations. Visual: The finished coaling shall be generally smooth and free of sharp protrusions. A minor amount of sags dimpling and curtaining which does not exceed 5% of the surface shall not be considered cause for rejection. WARRANTY A tero year written or published pertbmiance wananty must be provided. Lama tvin,AH7e 1999 U MADISON CHEMICAL INDUSTRIES INC. 490 MeGEACHIE DRiVE, MILTON, ON CANADA L9T 3Y8 TEL: (8O5 8781863 FAX; (SW 8181425 cwnwr rieia ce gus ,,, Ir'TU iøripi DID :60 866t-T0-lflt ob'2"9 U :34 ID :P i peWoi-ks, Inc. FAX:562-483-6044 PAGE 2 _fgaino C061t1VtQS r4I$UII/fl.uI,VIIIl1IWj MA,,Y.N*NU. • PTRO CH(NICØI. • YaNN • CALIF. 1.10. We. 9890 1; roWib OINUCATION • INDUSTRIAL • OPPIHOAS • UIIIYRNAYIgN • NOTULI • OFFICES NIVADA IlU. NO. iiiP 101 *Ll.ne •TRY • ANAI4IM CALIFORNIA •SO • t714p •B.(Io • PAN (714) •CU307 DUDEK & ASSOCIATES, INC. THIS REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO CONFORM TO THE CONTRACT DOCUMENTS o NO EXCEPTIONS TAKEN O MAKE CORRECTIONS NOTED )< AMEND AND RESUBMIT O REJECTED a — Dear Kim: DATE 5 SUBMITTAL NO. 6dow Techno Coatings, the has reviewed Dudek AN o respond and resubmit as follows: A. Coating & Linings shall be Madison Chemical "Waatelhter" as originally submitted, Lining (Corrupip. U - Wutsilner) AbaionkcaIatance 80MG lose. 8ii!y.. Typo error on data sheet, Madison "Wutalinet" meats 0.002 perm Inches.. 1. Service Temperature Reqggj Madison 'Waatellnei" bee a temperature range 0140°F to 1409F. 4. O.K. s. no specifications, Section 29 states that the lining thickness shall have a minaJ DFT of 40 mil, and a minimum of 35.0 mile DFT. For the exterior, the nominal thickness of 30.0 mile DFT with a minimum of 25.0 mils. 6. O.K. - 7, Tciile Slzenath Meets upectticationa. • Impact Itiiitance: 110 lbs. ( 40 mlii per ASTM 0-14. CiLemical R.e1eiance Meets specifications. Dielectric fikIM& 200 volts per mil. Tk-Frcc Tl Initial set is IS' minutes 70°F. ø'Ie 'd MOLT 866T-9-AW May 26, 1998 Pll'BWORKS1 INC. 13729 Roesorane Avenue Santa Fe Springes CA 90670 AttentlozE W. LX "Kim" Baker Subject: Leucadia Force Main Prqjcct/Famil[an Commercial — Shop Coating Lining ZS'd 1W.O.L q000 Cøttfis L;K. "Kim" Baker May 26. 1998 Pap Two 12ntiiz Wastoilner is non-elutomeric, 8. }gliday Teatin After initial cure, the bore and exterior of the joint, excluding the bell and spigot, shall be tested for holidays and pinholes using a Tinker and Razor APW holiday detector set at 2500 volts for the Interior and 1800 volts for the exterior. The bell and spigot areas shall not be tested. The coil tar epoxy costing shall be listed using a Tinker and Razor Bird Dog sponge not at 67.5 volts. All holiday, and pinholes in be repaired and roteated. Corruplp. U51 (For use on bell and spigot) Service temperature rang. Is 40°F to 150°F. Solid content by volume Is 72%, not 97%. Herdneseis60±5 per ASTMD-2240. Blonaitlun: Conuplpe "5" is non-clastomerle. S. O.K. Tensile Resislanie: Meets specifications. Chemical ReIstance; Meets specifications. Tick Free: 30 minutes to 2 hours dependent on catalyst used. O.K. Dy Film Th1cknu2 6.0 to 10.0 mlii DPT. O. K. No holiday testing to hi performed on spigot and bell areas for DIP. Do-not-understand statement 'Provide Cretopip. if TS-I5 fur costing of DIP between höllaItd spigot end,". This concludes our reaubinittal for material on this project. Please contact the undersigned for clarifications or questions you may have. Sincerely. TECHNO COATINGS. INC. Donald L. McCage Plant & Administration Manager DLM/tm MILT 86G;-92-A%M C. A. Rasmussen, Inc. APR 291998 5205 Avenida Encinas, Suite A, Carlsbad, CA 92008 Certification To: Blame Barth / City of Carlsbad From: Drew Boriolo Date: April 2, 1998 Re: Line lay drawings for sewer. I hereby certify that the material given in this submittal is that proposed to be incorporated in this Project, is in compliance with Contract Documents, can be installed in allocated spaces, and is submitted for approval." By: Title: Project Manager Dre Date: 4W98 Company Name: C. A. Rasmussen, Inc. 'I I J I- L. APR-02-98 THU 12:05 FAIIILIAN COMMERCIAL FAX NO. 619 239 4727 , P.02/05 021 98(T}fl 10:30 AMERICAN CAST IRON TEL:916 856 6666 P.001 APR 291998 '9 AMERICAN CAST IRON PIPE COMPANY 3100 mE CIRCLE, SUITE 106 *** SACRA1LENT09 CA 95827 PHONE: 916-8564660 FAX: 916.8564666 DATE: 4-2-98 PAGM 4 m: CASEY LOWE FROf: TERRY A. WALLEN FAAHLIAN WW : BRIAN GAMBIZ DRAFI')M FAX: 619-239-4727 PROJECT CARLSBAD, CALIFORNIA LÀ COSTA AVENUE WIDPMNG& 24" FORCE MAN SUJECTj SUBMIflAL #8, SPEC SECTION 27, DUCTILE mON PIPE DUDEX & ASSOCIATES, STEVE DEERING SUBMFAL RETURN FORM, DATED 3-25-98 Casey: To follow is American's response to-Steve's March 25, 1998 Submittal Comments. There were separate comment paragraphs thatl will label and add ressin order of paragraph #1 - paragraph #R. paragraph #1 - All American pipe is stamped in the gasket seating area with the American Trademark, USA, year of rnanucture, and the letters "DI" or "DUCFILW' cast or stamped. I have included a drawing showing rnarldngs. paragraph #2 - Our line lay drawings will cover the details requested. Last sentence, bond pads will be provided by others, as well as the CadWeld with jumpers. off / paragraph #3 - Styrene Butadiene Rubber(SR) is the gasket that American suppliesj / as standard for war and sewerage service. SBR gaskets are typically used for fresh (ItI00 / water, salt water, arid sanitary sewerage. Nith1c gaskets are typically used for non- ,, c L aromatic hydrocarbons, petroleum oils, hydraulic fluids, fuel oil, fats, oil, or grease. \ American quoted SER gaskets for the specified sewerage sCtvlCe and the cost of these is covered in our quotation. If ,are thcccst4s-notincluded and - \ would be extra. List Price oM24, iefji1TS)01 azicfilie list prim for a '-24" NitrileFastite gasket is 8491sij11: flflCc . . paragraph #4 - OK. CONTRA TOR OF THE RESPONS11311 11TY TO CONFORM To THE CONTRACT O NO EXCEPTION'S iA:r O MAKE CORRECT: NW J AMEND AND E:: ;j•• O REJECTED DATE SUBMITTAL NO. _JA BY APR-02-98 THU 12:06 FRIIIL!AN COMMERCIAL FAX NO. 619 239 4727 P.03/05 O AFR. -02'98(THU) 10:30 AMERICAN CAST IRON TEL:916 856 6666 P.002 paragraph #5 - American is providing 3/16" thick cement Ruing, .which is double thickness. Type V, and will have a 1 uiil aspbaltic seal coat. Paragraph #6 - paragraph #7 - American is not supplying any bolts for buried service. Our Fleming restrained joint is a boltless system. paragraph #8 - American is providing cement lined pipe & fittings where indicated, with the balance of the material being unlined & uncoated for lining & coating by others. Pamillan will provide submittal data on polyurethane. Field Touchup - All Cement Linings: Field repair procedure attached. Please call with any questions, comments, or if you need more submittal information. tIARKS: RED - CUT/TRIM PIPE YELLOW - FULL LENGTH * (NOMINAL 20411' LAYING LENGTH) - -. -t -. - 1.0 CD CD PiPE MARKING LEGEND 3 16-36k Nom 3 DLAVAUD SHOP IT' I 1- ctJ I- 0 [CaIEIIt46 THICK SOCKET PIPE APART SNSDE y7 LENGTH - CUT OR TRIM PPE ONLY . 00 MARK Ir PE ND, La ~10NTH /IW ALLVITHICKNESS// f 7dtt'T I' 1501-34 199. ST CL ED WE1HT ONE RED OAU3- F{A.NDWRHTEN IN FOR EACH 6' wr WHITE PANT STKIO cm .(1iON: O7_[L7 ill PW.. CI ISSUE DATE-0)06.9 JJUVI tlO.oO cm - ..-.- ..- ,APR-02-98 THU 12:06 FAIIILIAN COMMERCIAL FAX NO. 619 239 4727 P.05/05 ApR02 98(THU) 10:31 AMERICAN CAST IRON TEL:916 856 6666 P.004 differential between pipe and lining, thus elirninang any stresses in the lining due to this condition. Secondly, the lining begins to absorb water. Water IS absorbed into the pores of the C!fTwflt and into the capillary channels of the calcium silicate gel. The water absorton causes the lining to swell. restoring it to intimate contact with the pipe wa!i and virtually dosing any cracks present in the lining. This swelling process is relatively slow, taking up to several weeks for the Uv,kig to be restored to ita maximum volume. This process has been demonstrated on a number of occ4SiQfl5 to the satisfaction of customers, contrac- tors and engineers by immersing a pipe or fitting in water for one or two weeks. After a period of exposure to water, not only does the lining tighten against the pipe-wall and 0.he cracks close, but finally the surfaces of the cracks actually re-bond. This occurs by a process called autogenous healing. This phenomenon. long recognized by the cement industiy. has been documented by laboratory tests to occur in cement-lined ductile pipe. In one test, a 43 ductile Iron pipe with severely cracked cement lining was held half full of water for several months. At the end of that period, the lining both above and below the water surface was found to be tight with all cracks either healed completely or staled by the fenr.a, tion of calcium carbonate. Field Inspections of lines that have been in service for many years have veri- fied the lcboralory results; cement linings do tighten and heal in service, and pro- vide the corrosion protection to the pipe and the high flow coefficients for which they were designed. —u'Fletd Repair of Damaged Cement Linings Cement lining will withstand normal handling; nevertheless, pipe or fittings may be found at times to have damaged linings which need to be repaired before placing in service.. 11-2 AWWA C104 pvides that damaged lining may be repaired, and the following repair procedure is recommended; 1. Cut out the damaged lining to the metal. Square the edges. 2. Thoroughly wet the cut-out area and adjoining lining. 3. With the damaged area cleaned and the adjoining lining wet, spread the mortar (see recommended miic below) evenly over the area to be patched. (See Table No. 11-1 for lining thicknesses.) After the lining has become firm and adheres well to the surface, finish it with a wet 3 or 4 palm brush or similar soft bristle brush. 4. The repaired lining should be kept moist by tying canvas or wet burlap over the ends of the pipe or fitting for at least 24 hours. As an alternative the repaired lining may be seal coated with a cut back type of asphaltic seal coating. This must be sprayed or brushed on within 5 to 30 minutes after lining. To maintain NSF cer- tification, patch must be made using a NSF certified cement for 40 pipe and larg- er or the patch must be t0pcoata4 with NSF certified asphalt paint Recommended Cement Mix Cement mix by volume: 3 Parts Portland Cement; 2 Parts Clean 5artd: necessary water for slump of r to 8. The sand should be free of clay and screened through a No. 20 Screen. Precautions Mortar for lining should not be used after it has been miired for more than one hour. Too rapid a loss of moisture from fresh linings due to hot weather or high wind will prevent proper cure, resulting in Me lining being soft and powders. To pre- vent this Toss of moisture, (a) do not line hot cssth'.gs and (b) dose the er4s of the castings with wet burlap. 5. fresh linings which become frozen will not be serviceable. Avoid lining in freezing weed'er. 0 C.A. Rasmussen, Inc. 5205 Avenida Encinas, Suite A, Carlsbad, CA 92008 Certification To: Blame Barth / City of Carlsbad From: Drew Boriolo Date: April 3, 1998 Re: Response to returned sewer pipe submittal. I hereby certify that the material given in this submittal is that proposed to be incorporated in this Project, is in compliance with Contract Documents, can be installed in allocated spaces, and is submitted for approval." By: Title: Project Mana2er Drew Boriolo Date:4/3/98 Company Name: C. A. Rasmussen. Inc. I Pmiect La oste Aver*ue Wdening Lada Parallel 24 FM Owner Leuada qun*y Water DlStrct Cn1ractor CeAb Rasmussen lnc '\ 4P Sutrn1a Nc 8B Dated. 5/12198 \ 4 Contract No+ Attention: Blame Barth - City of Carlsbad Submittal Description: Dutile Iron Pipe Specification Section: 27 Submittal Prepared By: Steve Deering, P.E. The above submittal has been examined with the resulting action as indicated below: No Exceptions Taken (NET) Amend And Resubmit (AAR) X Make Corrections Noted (MCN) - Rejected ITEM SPECIFICATION REQUIREMENTS REMARKS See attached sheets for comments. Distribution: By: Steve Deering çLt_ Dudek & Associates. Inc. Page 1 of 1 r4 May 26, 1998 1155-02 City of Carlsbad - La Costa Avenue Widening El Camino Real to Interstate 5- Contract No. 3215 Submittal No. 8-B, Resubmittal for Specification Section 27/ ,, Comments by Steve Deering, P.E., Dudek & Associates, In~ For Leucadia County Water District ISOO Submittal Status: Make Corrections Noted List of Comments and Requirements: Information regarding the 24-inch MJ end cap required on the plans and how the Contractor intends to test the pipe as the end cap is temporary has not been received. This information is to be provided by Familian per submittal response dated May 12, 1998. 2. "All flanged valve connections shall be within 2 feet of a Flex-Ring joint." This is preferred on the T-mtersection between the 24- and the 16-inch line to the Saxony pump station (Station 24+89.29). The Contractor shall acknowledge this comment. This response was transmitted to the City of Carlsbad via phone on May 8, 1998. Coupling information shall be provided by Familian for review and approval as indicated on the original marked up submittal. 4. Flanged gasket data to be provided by Familian has not been received by the Engineer. The word "Contractor" is acceptable in lieu of "by others." This response was transmitted to the City of Carlsbad via phone on May 8, 1998. Contractor's response regarding the provision on the use of Styrene Butadine Rubber gaskets is approved. Compliance of bolts, nuts, and washers specifications to be provided by Familian have not been received by the Engineer. Flange pieces on either side of flanged plug-valves shall be within 2 feet of Flex-Ring joint per response number 2. Revised shop drawings has not been received by the Engineer for final approval. Summary: Revised line-lay drawings from American with correct stationing and incorporation of previous comments have not been received by the Engineer for final approval. Remaining information shall be provided by the Contractor or Familian. MAY.'708' 98(FRI) 12:18 AMERICAN CAST IRON . TEL:916 856 6666 P. 001 U AMERICAN CAST IRON PIPE COMPANY 3100 11TE CIRCLE, SUITE 106 SACRAMENTO, CA 95827 PHONE: 916-856-6660 FAX: 916-856-6666 DATE: 3-4-98 PAGES: 5 IQ: CASEY LOWE FROM: TERRY A. WALLEN FAMILIAN WW FAX: 619-239-4727 : AL LAU, DUDEK & ASSOCIATES, F: 760-632-0164 'DREW BORIOLO, RASI%WSSEN, P: 760-929-2746 BRIAN GAMBLE, AMERICAN DRAFTER, F: 800-442-2348 PROJECT,- SCARLSBAD, CALIFORNIA LEIJCADIA FORCE MAIN SUBJECT: SUBMITTAL OOSA RESPONSE Casey: American providing the following comments and info: 27, 1998 Resubmittal Letter, per our 5-7-98 meeting: Rassmussen to provide. Familian to write in on submittal. American will comply. DUDEIK & ASSOCIATES, INC. THIS REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO CC•PM TO THE COT;T co o (JO EXCEPT;:-,:: aSspAe#e:Apnl O AMEND 11*4-1k. Li REJECTED DATE S-z,-qe- SUBMITTAL NO..8 91, BY..... American acknowledges that 24" Fastgrip Gaskets, or 24" Field Flex-rings are not acceptable for this project. Remove from our submittals "American takes exception to specified minimum thickness," and replace with "American will manufacture pipe to ANSI/AWWA C1511A21.51 Pipe Standards." Famiian to handle. FR indicates a Flex Ring Bell end configuration, a PRE is a Flex Ring RJ End. American acknowledges that Fastgrip Gaskets are allowed only on 4", 6", and 8" piping for AV and BO piping. MAY,:081 98(FRI) 12:18 AMERICAN CAST IR0L . TEL:916 856 6666 P.002 U & 11. Dudek & Familian are looking at requirements for these pieces at each valve. Familian. American requests a pen & ink change on submittal package. American will replace on drawing as applicable. Familian. Okay. American waiting on a response from Dudek, on whether "Contractor" or "Pipeworks/Techno Coat" will be acceptable in lieu of "by others." Per ANSI/AWWA Cli 1/A21. 11-95, Section 4.4, Special Requirements for the Push-On Joint, 4.4.3.1 states: "Rubber gaskets shall be made of vulcanized SBR..." I have attached a copy of the above. American's SBR gaskets comply with the requirements of Clii. Okay Familian American waiting on a response from Dudek, on whether "Contractor" or "Pipeworks/Tecluio Coat" will be acceptable in lieu of "by others." Okay. - 22. - 23. American needs info on flange pieces on either side of flange plug valves. Brian Gamble will cover drawing notes & question on resubmitted drawings. Please call with any questions or comments. MAY.,-08' 98(PRI) 12:19 AMERICAN CAST IRON, . TEL:916 856 6666 P.003 0 American Water Works Association ANSI/AWWA CIII!A21.11-95 (Revision of ANSI/AWWA C1 1/A21.1 1-90) A® AWWA STANDARD FOR RUBBER-GASKET JOINTS FOR DUCTILE-IRON PRESSURE PIPE AND FITTINGS AN NA11ONAJ. ANDARD W Effective date: Apr. 1, 1996. First edition approved by AWWA Board of Directors July 16, 195g. This edition approved June 17, 1995. Approtied by Amenicaii National Standards Institute Feb. 18, 1998. AMERICAN WATER WORKS ASSOCIATION 6666 West Quincy Avenue, Denver, Colorado 80235 MAY:708' 98 (FR!) 12:19 AMERICAN CAST IRON., . TEL:916 856 6666 P.004 12 AWWA 011]1A21.11-95 Table 6 Minimum characteristic values for steel tee-head bolts Aft- Characteristic Value Minimum yield strength—psi 45,000 (310 MPa) Minimum elongation in 2 in. (50.8 mm)—percent 20 Maximum content—percent Carbon 0.20 Manganese 1.25 Sulfur 0.05 Minimum content—percent Nickel 0.25 Copper 0.20 Combined (Ni, Cu, Cr) 1.25 Table 7 Mfnlmum proof test for tee-head bolts and nuts - -- Bolt Size Load in (mm) lbf (kN) % (15.9) 9,000 (40.032) 34 (19.1) 13,000 (60.048) QP (25.4) 24,500 (108.976) 1¼ (31.8) 40,000 (177.920) 4.3.6.3 Workmanship, Bolt shanks shall be straight within ½6 in. per 6 in of length (1 mm per 100 nun). The two load-bearing surfaces of the bolt heads shall be in a common plane that shall be at right angles to the bolt shank. 4.3.5.3.1 Bolts and nuts shall be sound, clean, and coated with a rust-resistant lubricant; their surfaces shall be free of objectionable protrusions that would inter- fare with their fit in the made-up mechanical joint. Sec. 4.4 Special Requirements for the Push-On Joint 4.4.1 Drawings. The manufacturer shall furnish draw]ngs of the joint and gasket, if requested by the purchaser. 4.4.2 Dimensions and tolerances. The dimensions of the bell, socket, and plain end shall be in accordance with the manufacturer's standard design dimensions and tolerances. Such dimensions shall be gauged at sufficiently frequent intervals to ensure dimensional control. 4.4.3 Gaskets. Gasket dimensions shall be in accordance with the manufac- turer's standard design dimensions and tolerances. The gasket shall be of such size 19 MA'Y.08'98(FRIj 12:19 AMERICAN CAST IRON.- - TEL:916 856 6666 P.005 RUBBER.GASlT JOINTS FOR DUCTILE-IRON PRESSURE PIPE 13 Table 8 Required properties and methods of testing for SBR push-on joint gaskets Ø Property ASTM Main Body of Gasket Harder Portion Test (If Used) Method Standard Metric Standard Metric (US) (US) Nominal hardness, shore "A" 1)2240-91 50-65 50-65 80-85 80-85 Tolerance on nominal hardness ±5 ±5 ±5 ±5 Minimum ultimate tensile 1)412-92 2,00 psi 14 We. 1,200 psi 8 MPa Minimum 'ultimate elongation! 1)412-92 300% 300% 125% 125% Minimum agingt D572-88t 60% 60% - - Maximum compression set D395-89, 2095' 20% - - Method B Resistance to surface ozone cracking D1149-911 No cracking - - Of original length. Tor original values of tensile and ultimate elongation. oxygen pressure method, after 96 h at 70°C ± 11 at 300 psi * 10 (2,066 We ± 69). RAfter a minimum of 25 h exposure in 50-pphm ozone concentration at 104°F (40°C) on a Loop-mounted gasket with approximately 20 percent elongation at outer surface. and shape to provide an adequate compressive force against the plain end and socket after assembly to effect a positive seal under all combinations of joint and gasket tolerances. The ti ade name or trademark, size, mold number, gasket manufacturer's mark, country where molded, and year of manufacture shall be molded or permanently marked on the gaskets. Molded markings shall not be on the sealing surfaces. 4.4.3.1 Rubber gaskets shall be made of vulcanized SBR unless otherwise specified by the purchaser. Other elastomers that meet the physical requirements of Sec. 4.4.3.2 are available for special service applications. Certain special elastomers, such as fluorocarbon, may have different physical properties. Special elastomer gas- kets shall be identified according to Sec. 4.4.3 and shall be additionally identified by the name of the material permanently marked or molded on the gasket. Customers with special applications should contact the pipe, fitting, or appurtenance manufac- turer. Reclaimed rubber shall not be used. When two hardnesses of rubber are included in a gasket, the soft and hard portions shall be integrally molded and joined in a strong vulcanized bond. Gaskets shall be free from porous areas, foreign material, and other defects that make them unfit for the use intended. 4.4.8.2 The required properties of the SBR gasket rubber and the required method of test are given in Table 8. 4.4,3.3 Quality control procedures shall be used to ensure that the gaskets meet the requirements of this standard. The manufacturer shall retain monthly re- ports of representative results from quality control tests for gaskets manufactured that month. 4.4.4 Lubricant. The lubricant shall be suitable for lubricating the parts of the joint for assembly. The lubricant shall be nontoxic, shall not support the growth No A I B ) ) ) 3 NO H- +uj Ln 24" PVC —\U co 19-6' 19'-61/4' F E '0 Ln CA ~O4 A0z \03 A05 7/8'V 90' - 114' 19-91/4' 19-91/4' 19-91/4' 1(1-1/4' V6 CA 0 6)Z _ I A07 00 IL- BILL OF MATERIAL QTY SPBID MARK DESCRIPTION 2 DCL-BARE AOl 24' FRBELL FSTPE PIPE CL-SO 0.38' 19'6'. 4-0-2-0 3 DCL-BARE A02 24' FRBELL FRE PIPE CL-50 0.38' 19'6', 4-0-2-0 1 DCL-BARE ** A03 24' FRBELL FRE PIPE CL-SO 0.38' 137-518', 4-0-2-0 2 DCL-BARE A04 24' FRBELL FRE C110 22.5 BEND, CENTER TO FRBELL SOCKET 11'. CENTER TO FRE END 19', 350 PSI, 4-0-2-0 1 DCL-BARE A05 24' FRBELL FRE PIPE CL-50 038' 189-718. 4-0-2-0 4 DCL-BARE A06 1 21' FRBELL FRE PIPE CL-SO 0.38' 19'9', 4-0-2-0 1 DCL-BARE A07 I 2.1 FPBELL FRE PIPE CL-SO 0.38' 10'0', 4-0-2-0 I DCL-BARE AOS 21' FRBELL FRE PIPE CL-50 0.33' 811-1/2', 4-0-2-0 3 DCL-BARE ** A09 24' FRBELL FRE CI10 11.25 BEND, CENTER TO FRBELL SOCKET 11', CENTER TO FRE END 19', 350 PSI, 4-0-2-0 2 DCL-BARE AiD 24' FRBELL FRE PIPE CL-SO 0.38' 16'6', 4-0-2-0 1 DCL-BARE All 24' FRBELL FRE PIPE CL-50 0.38' 40-9/16', 4-0-2-0 2 DCL-BARE Al2 24'X24'X6' FRBELL FRE FR C110 TEE, CENTER TO FRBELL SOCKET 15', CENTER TO FRE END 23'. CENTER TO FR SOCKET 19'. 350 PSI, 4-0-2-0 1 DCL-BARE ** A13 24' FRBELL FRE PIPE CL-SO 0.38' 4'4-5/16', 4-0-2-0 2 BARE-BARE A14 24' FLG FRE PIPE CL-53 0.47' 22', 0-0-0-0 1 BAR-BARMJ ** A15 24' FRBELL FRE C110 11.25 BEND, CENTER TO FRBELL SOCKET 11', CENTER TO FRE END 19', 350 PSI, 0-0-0-0 5 BARE-BARE A16 24' FRBELL FRE PIPE CL-50 0.38' 196', 0-0-0-0 BAR-BARMJ ** A17 24'X24'X6' FRBELL FRE FR C110 TEE, CENTER TO FRBELL SOCKET 15', CENTER TO FRE END 23', CENTER TO FR SOCKET 19', 350 PSI, 0-0-0-0 1 BAR-BARMJ A20 74'X74'X16' FRRFI I (7 110 1FF CFNTFR TI) FRRFI I SflCI<FT 1' IFNTFP Lfl 24 MBEWEE-N STt1O TO ST 4 ±4- PLAN 1 BARE-BARE A21 24' FRBELL FRE PIPE CL-50 0.38' 5'4-718', 0-0-0-0 1 BARE-BARE A22 24' FRBELL FRE PIPE CL-50 0.38' 85-7/8', 0-0-0-0 1 BARE-BARE A23 24' FRBELL FRE PIPE CL-50 0.38' 27', 0-0-0-0 2 BARE-BARE A24 24' FRBELL FLG PIPE CL-53 0.47' 2'0', 0-0-0-0 1 BARE-BARE A25 1 24' FRE FRE PIPE CL-50 0.38' 87-718', 0-0-0-0 ** - Indicates the item has been placed on order. SPECIFICATION BOUNDARY DEFINITIONS ------------------------------------------------------------------------------------------------ Boundary ID: OCL-BARE Service type: PROCESS Boundary name: DCL-BARE Service temp 50 Boundary unit: I Environment: INT/EPS Pipe lining: Double Thick CIL with Seal Coat: Black. 1-Coat. At4A C104 Pipe coating: Non Coated Fitting lining: Double Thick CIL with Seal Coat: BlacL,. 1-Coat. AA C1O4 itting coating: Non Coaled Gasket types -------------- STITE - Fast ite Gasket. Plain Rubber Styrene-Butadiene EX-RING 4-12 - Fast ite Gasket. Plain Rubber Styrene-Butadiene G LESS ACCESSORIES - none BELL FLEX-RING - Fast lIe Gasket. Plain Rubber Styrene-Butadiene - Mechanical Joint Gasket. Plain Rubber Styrene-Butadiene ---------------------------------------------------------------------------------------------- )undary ID: BARE-BARE Service type: AIR undary name: BARE-BARE Service temp 50 )undary unit: I Environment: INT/EPS pe lining: Unlined ipe coating: Non Coated itting lining: Unlined itting coating. Non Coated Gasket types -------------- STl1E - Fast ite Gasket. Plain Rubber Styrene-Buladiene .EX-RING 4-12 - Faslite Gasket. Plain Rubber Styrene-Butadiene .G LESS ACCESSORIES - none BELL FLEX-RING - Fast ite Gasket. Plain Rubber Styrene-Butadiene ---------------------------------------------------------------------------------------------- rn 24" FM BETWEEN STA. 22+44 TO STA. 25+03 - PLAN Boundary ID: BAR-BARMJ Service type: AIR Boundary name: BAR-BARMJ _____Se.Lt j,Jemp,.50. Boundary unit' I . INT. Pipe lining: Unlined Pipe coating: Non Coated THIS REVIEW DOES NOT RELIEVE THE Fitting Coated CONTRACTOR OF THE RESPONS1BL(T10 Gasket types CONFORM TO THE CONTRACT DO FASTITE - Fasti te Gasket Plain Rubber S FLEX Fast ite Gasket. -RING -12 - Plain Ru yrene Butane?)fl EXCEPTO FLG LESS ACCESSORIES none ber Styrere'utadiene t(t CORr '- FRBELL FLEX-RING - Fast ite Gasket. Plain ubber Slyr4-uIafiee Mi - Mechanical Joint Gasket Plain RubberStyrene BUI di - - D REJECTED DA1E SUBMITTALNO....451 BY ,&L 10 RESTRAINED JOINT PIPING (NE) (Nominal Extension) Flex-Ring and Lok-Ring joint pipe.designated 'NE', have been detailed on this drawing with a nominal joint extension or creep allowance at each joint of 1/4'. This joint extension or creep is anticipated due to normal installation practice and tolerance in the joint itself. SECTION A-A It- AMERICAN DUCTILE IRON PIPE Li A DIVISION OF AMERICAN CAST IRON PIPE COMPANY PHONE: 1-800-442-2347 FAX: 1-800-442-2348 P 0 BOX 2727 2916 NORTH 16th STREET BIRMINGHAM, ALABAMA 35202 BIRMINGHAM, ALABAMA 35207 4'-64" Diameter Ductile Iron Pipe : Fastite Joint. Mechanical Joint, Flex-Ring Restrained Joint, Lok-Ring Restrained Joint, Flex-Lok Restrained Joint, ANSI A21.10, A21.53, & AMERICAN Standard Fittings ANSI A214 Cementlining. POLYBOND Lining, plus Special Coatings & Linings American Flow Control This drawing is a service to the customer as an aid in developing the exact items of pipe and fittings needed. It cannot be guaranteed for correctness of design or dimensions It is the responsibility of the purchaser to verify all details on receipt of o print with changes desired noted thereon, drawing will be revised and prints of the revised drawing furnished. FAMILIAN PIPE & SUPPLY WATERWORKS DIVISION - POMONA VAN NUYS, CA 91410-0313 LEUCADIA SEWER LINE CARLSBAD, CA 24 FORCE MAIN BY: Brian Gamble (DATE: 25Mar1998 ISHEET 2 D BY: Brian Gamble bATE: 1OJun1998 IREV 2 I SCALE: NITS 098027- SEWER FORCE MAIN STA. 20+56.38 E I F BILL OF MATERIAL OTY SPBID MARK DESCRIPTION 3 BAR-BARMJ E01 2X24'X6 FST [110 TEE, CENTER TO FST SOCKET 15, CENTER TO EST SOCKET 15, CENTER TO FST SOCKET 19', 350 PSI, 0-0-0-0 i FORCE MAIN V - NEW 24 FORCE MAIN SCAV PLAN STA. 23+67.34 ACP SEWER L.fI,.,I I II 'ILl It ACP SEWER FORCE MAIN ARV PLAN t'"I rr A P' I'' I• E''I Z•' F' 3 BARE-BARE ** [02 6' FRE FSTPE PIPE CL-350/50 0.25' 16', 0-0-0-0 BAR-BARMJ [03 6'X FR C153-CC REDUCER 0'4', 350 PSI, (K), 0-0-0-0 BAR-BARMJ ** E0 6' FR [153 90 BEND, ALL CENTERS 5', 350 PSI, (K), 0-0-0-0 16 BAR-BARMJ ** E05 L FR C153 90 BEND, ALL CENTERS I', 350 PSI, M. 0-0-0-0 5 BARE-BARE E06 6' FRE FRE PIPE CL-350150 025' 20', 0-0-0-0 BARE-BARE EU! - 'FLGPE PIPE CL-53 032 7'O', 0-0-0-0 I 1 BARE-BARE E08 '.' FRE FRE PIPE CL-51 0.26' 7'3-518', 0-0-0-0 9 BARE-BARE ** E09 ' FLG FRE PIPE CL-53 0.32' 1'2', 0-0-0-0 2 BARE-BARE [10 h' FRE PE PIPE CL-Si 0.26' 80'. 0-0-0-0 3 BARE-BARE Eli 1' FLG PE PIPE CL-53 0.32' 5'0', 0-0-0-0 6 BARE-BARE E12 4 FR FRE PIPE CL-Si 0 26' 190', 0-0-0-0 BARE-BARE E13 4 FRE FRE PIPE CL-Si 0.26' 9'8-318', 0-0-0-0 BARE-BARE Ei 4' FRE PE PIPE CL-Si 026' 60', 0-0-0-0 BARE-BARE ** E15 4' FR FRE PIPE CL-Si 0.26' 180'. 0-0-0-0 BARE-BARE [16 4' FRE FRE PIPE CL-Si 0.26' 7'8-518'. 0-0-0-0 BARE-BARE ** [17 4' FRE FRE PIPE CL-51 0.26' 168-7/8', 0-0-0-0 17 BARE-BARE ** [18 4' FR FLG PIPE CL-53 0.32' 6', 0-0-0-0 1 BARE-BARE ** [19 c FRE FRE PIPE CL-Si 0.26' 173-1/8', 0-0-0-0 4 BARE-BARE E20 c FRE PE PIPE CL-51 0.26' 13'0', 0-0-0-0 1 BARE-BARE E21 4' FRE PE PIPE CL-51 0 26' 10'0', 0-0-0-0 1 BARE-BARE ** E22 4' FRE FRE PIPE CL-51 026' 98-7/8', 0-0-0-0 2 BARE-BARE [23 4' FRE PE PIPE CL-51 0.26' 70', 0-0-0-0 BARE-BARE E24 4 FRE FRE PIPE CL-51 0.26' 2'8-318', 0-0-0-0 - Indicates the item has been placed on order. SPECIFICATION BOUNDARY DEFINITIONS Boundar; ID: BARE-BARE ------------------------------------------------------------------------------------------------ Service type: AIR Boundary name: BARE-BARE Service temp: 50 Boundary unit: I Environment: INT/EPS Pipe lining: Unlined Pipe coating: Non Coated Fitting lining: Unlined Fitting coating: Non Coaled Gasket types FASTITE - Fast ite Gasket. Plain -------------- Rubber Styrene-Butadiene FLEX-RING 4-12 - Fast ite Gasket. Plain Rubber Styrene-Butadiene FLG LESS ACCESSORIES - none FRBELL FLEX-RING - Fast ile Gasket, Plain Rubber Styrene-Butodiene Boundary ID: BAR-BARMJ ------------------------------------------------------------------------------------------------ Service type: AIR Boundary name: BAR-BARHJ Service temp 50 Boundary unit: I Environment: INT/EPS Pipe lining Unlined Pipe coating: Non Coated Fitting lining: Unlined Fitting coating: Non Coated Gasket types -------------- FASTITE - Fast ite Gasket, Plain Rubber Styrene-Butadiene FLEX-RING 4-12 - Fast ite Gasket. Plain Rubber Styrene-Butadiene FLG LESS ACCESSORIES - none FRBELL FLEX-RING - Fast ite Gasket. Plain Rubber Styrene-Butodiene Iii - Mechanical Joint Gasket, Plain Rubber Styrene-Butadiene ------------------------------------------------------------------------------------------------ SEWER FORCE MAIN ACCESSORIES OTY SPBID MARK DESCRIPTION 20 4 FASTGRIP SBR GASKET 3 6 FASIGRIP SBR GASKET AN STA. 58+17.26 l_/'.I.J I II N U 1_'4 SEWER FORCE STA. 80+81.78 MAIN FORCE MAIN 04 RESTRAINED JOINT PIPING (NE) (Nominal Extension) Flex-Ring and Lok-Ring joint pipe.des;gnated 'NE', have been detailed on this drawing with a nominal joint extension or creep allowance at each joint at i/h'. This joint extension or creep is anticipated due to normal installation practice and tolerance in the joint itself., AMERICAN DUCTILE IRON PIPE L A DIVISION OF AMERICAN CAST IRON PIPE COMPANY PHONE: 1-800-462-2347 FAX: 1-800-442-2348 P 0 BOX 2727 2916 NORTH 16th STREET BIRMINGHAM, ALABAMA 35202 BIRMINGHAM, ALABAMA 35207 4'-64' Diameter Ductile Iron Pipe : Fastite Joint. Mechanical Joint, Flex-Ring Restrained Joint. Lok-Ring Restrained Joint. Flex-Lok Restrained Joint, ANSI A21.10. A21.53, & AMERICAN Standard Fittings ANSI A21-4 Cementtining. POLYBOND Lining, plus Special Coatings & Linings American Flow Control This drawing is a service to the customer as an aid in developing the exact items of pipe and fittings needed. It cannot be —] guaranteed for correctness of design or dimensions. It is the responsibility of the purchaser to verify all details on receipt of a print with changes desired noted thereon, drawing will be revised and prints of the revised drawing furnished. SCAV PLAN STA. 83+44.45 ACP SEWER FORCE MAIN SCA V PLAN STA. 80+56.70 FAMILIAN PIPE & SUPPLY WATERWORKS DIVISION - POMONA VAN NUYSI CA 91410-0313 LEUCADIA SEWER LINE CARLSBAD, CA SCAV ELEVATIONS NEW 24' FORCE MAIN WN BY: Brent Tuggle IDATE: 09Apr1998 ISHEET 6 ISED BY: Brian Gamble bATE: 10Jun1998 IREV u 2 I SCALE: NTS C98027- C. A. Rasmussen, Inc.' 5205 Avenida Encinas, Suite A, Carlsbad, CA 92008 Certification To: Blame Barth / City of Carlsbad CC: Roy Valadez From: Drew Boriolo ,1 Date: March,6 1998 Re: RCP Pipe Submittals "I hereby certify that the material given in this submittal is that proposed to be incorporated in this Project, is in compliance with Contract Documents, can be installed in allocated spaces, and is submitted for approval." rU- By: Title: Project Manager Date: 3/19/98 Company Name: C. A. Rasmussen. Inc. 4'2 1350-3 r°c 30" /H 3 IV' / ?5ô ?t ?% o?OO 7 3O' .oôo4 76. Quality Control Amepon A, R 2 0 LAKESIDE PLANT 10441 Vine St. Lakeside, CA 92040 CERTIFICATION OF COMPLIANCE Date: tT, /3 Factory Order#AcS1 * Project: Customer: ,La. Ave.VV,cLa,tinC.P. I.a..s,nQsse.n I,,c. AVE,\100 1s'JcIN/s c-/b..d1 C. 9106. CnLy Cf C awls bad Zô?~ s 19c-lmas Or. /acJ ) CC 9zccdI All items comprising the shipment on the above referenced factory order number are hereby certified to comply with specifications and addendum of the named project and have been manufactured in accordance with the Standard Specification for Public Works Construction (Green Book) and/or ASTM C-76 specification t-is or e,cc.d ATti -J° a 1• .3116 I ______ CLOSING COILS - J PARALLEL TO END I J OF PIPE ) __7 I [ CIR le III I LONGITUDINAL ROD 7-10" CAGE LENGTH - F 1±1/4- - REINFORCED CONCRETE PIPE DRY CAST - TONGUE AND GROOVE JOINT DESIGN CEMENT MORTAR PLACED IN FIELD STANDARD WALL LI THICK WALL ( B WALL ) MANUFACTURING DATA INSTALLATION DATA GENERAL CAGE DIA CIRCULAR CAGE REINF. ..ONG. RODS Bi 82 S I cl C2 J F Gi I Go _- CL 0 :1 d . Z CL I. a a :J z g a. a: CL 2 1 8 a: CL i., B B on UI I--a IN.J! J FT.-IN. IN. IN. D4 & NO. . IN. IN. IN. FT. IN. IN. ANGLE CL 114. FT. LBS. 18 2000 1.43 23. 2.5. 8-1.43 21.34 19.75 .14 .238 3.1 3.81 .875 1.39 12 .238 8.01 1.38 .063 M63 2.49 1.063 .87 1508 18 2250 1.43 23. 2.5. 8-1.43 21.34 19.75 .16 .238 3.6 3.34 .875 1.39 12 .238 8.01 1.38 .063 .063 249 1.063 .87 1518 18 2500 1.43 23. 2.5. 8-1.43 21.34 19.75 .238 4.0 2.97 .875 1.39 12 .238 8.01 1.38 .063 .063 2.49 1.063 .87 1523 Concrete & Steel Pipe Group Southern California bivision 18" DRY CAST STANDARD JOINT SECTION ORN IWPM 4/7/9151 LAKESIDE PLANT CHEOI .PF10261 11.1 APW *NOTE: PIPE 00 BASED MINIMUM WALL THICKNESS SHOWN. PIPE WALL TAPERS FROM 2-11/16 AT THE BELL END TO 2-1/2' AT THE SPIGOT END. 1 Revised 2000-0 DESIGN 1-28-95 MPM RERSM DATE I BY I APWD 1 10:1: 24 1350 t12 30. 30. 8-1.68 28.40 26.12 .13 .238 3.0 4.00 24 1500 3.0. 8-1.68 28.40 26.12 3.4 3.56 *NOM- PIPE OD BASED MINIMUM WALL THICKNESS SHOWN. PIPE WALL TAPERS FROM 3-131111rAT THE BELL END To 3' AT THE SPIGOT DID. MANUFACTURING DATA INSTALLATION DATA GENERAL CAGE DIA CIRCULAR CAGE REJNF. LONG. RODS Bi 82 SCIC2 JI IF Gi I Go _!!L_ FT.-eL ILK2 IL NO. Via ILk IN. vi. S1 I Fr. k DLIL N kaq IL CL IL FT L3S. 1.06 1.70 12 .238 8.01 11.38 .75 1 .75 L312 1.91 1.75 1.27 1 2348 1.06 1.70 12 .238 6.01 11.38 1,312 1.91 11.75 .27 1 2352 Concrete & Steel Pe Group Southern California Melon 24 DRY CAST STANDARD JOINT SECTION --.,I wm I.cI LAKESIDE PLANT D4EaCED 'DJ 1 10261 13.0 LONGITUDINAL ROD -' 7-lcf 1±1/4_-u I .!rNo REINFORCED CONCRETE PIPE DRY CAST - TONGUE AND GROOVE JOINT DESIGN CIA CEMENT MORTAR PLACED IN FiELD TYPICAL SECTION THRU PIPE STANDARD WALL []THICK WALL u.SlIlu1 IL.- - ! CLOSING COILS PARALLEL TO END OF PIPE O77 - T CLOSING COILS ;I PARALLEL TO END 4J OF PIPE (rrP) - _____ 7'-107 CAGE LENC 1"±1/4 [.. REINFORCED CONCRETE PIPE DRY CAST - TONGUE AND GROOVE JOINT DESIGN CIR CEMENT MORTAR PLACED IN FIELD TYPICAL SECTION THRU PIPE STANDARD WALL U THICK WALL f4• MANUFACTURINGDATA INSTALLATIONDATA GENERAL CAGE DIA CIRCULAR CAGE REINF. ILONGRODS _& ___ Bt 82 SCIC2 I J I_LGiGo ___ __ Id 1' x 0 U1 0 N. J.. ....! FT.. IN. otj IN. IN? IN. Q NO. I IL In IN. IN. IN. CT ir CL IN FT. -, IN. au a IN. - IN. mo a. ANGLE z 1h I IN. or __La a. us .30 1000 2.12 37 3.5. 8-1.68 34.77 32.50 .15 .2.38 3.4 3.56 1.25 2.01 12 .238 8.03 1.38 .75 .312 1.55 1.75 .22 3352 30 1350 2.12 37 3.5. 8-1.68 34.77 32.50 .20 .238 4.5 2.67 1.25 2.01 12 .238 8.03 1.38 .75 .312 1.55 1.75 .22 3371 30 1500 2.12 37 3.5. 8-1.68 34.77 32.50 .24 .238 5.4 2.22 1.25 2.01 12 .238 8.03 1.38 .75 312 1.55 1.75 .22 3385 In Concrete & Steel Pipe 03 Group 03 Southern California ivisiofl N 30" DRY CAST STANDARD JOINT SECTION mm MPt4 LAKESIDE PLANT Iii CHEOCED CC I-PF1 0261 16.0 AD , /1 0 In 0) 0) 0) -j w fr *NOTE: PIPE 00 BASED MINIMUM WALL THICKNESS SHOWN. PIPE WALL TAPERS F R O M 3-11/16" AT THE BELL END TO 3-1/2" AT THE SPIGOT END. fBOL --lON _DATE _BYfAPPV.O 7'-l(" CAGE LENGTH. OUTER CIRCULAR CAGE [ 0) 0) 0) 0) ; CLOSING COILS LONGITUDINAL ROD PARALLEL TO END r OF PIPE (TYP) U U I Dow 1/4! 7'-9.56' CAGE LENGTH. INNER ___ Li. CEMENT MORTAR PLACED IN FlEW REINFORCED CONCRETE PIPE TYPICAL SECTION THRU PIPE DRY CAST - TONGUE AND GROOVE JOINT DESIGN STANDARD W)LL THICK WALL ( B WALL MANUFACTURING DATA INSTALLATION DATA GENERAL CAGE DIA DOUBLE REINFORCEMENT ..O_CAGE NG. RODS _ DW _ Bi B2 TYPE_ S C1 I C2 JF Gi Go _ mi IaJ S In l.a LIna l.a _ I.' UP - a 5 S l.a 1 S a a. 0 : '81.1 CL a. a. 101 IN IN. IN. IN. FT.-IN. IN. IN. I0 - IN? IN. NO. IN. IN. I IN. IN. FT. IN. - IN. 0 U3 IN. *NGII CL IN. FT. L. 42 1000 2.5 51. 4.5. 8-2.06 44.00 49.00 33 IN .20 .238 4.5 2.67 1.00 .12 .238 8.03 1.75 .75 .312 1.12 1.75 .16 5958 OUT .13 .238 3.0 4.00 1.00 12 .238 42 1350 2.5 51. 4.5. 8-2.06 44.00 49.00 .40 IN .25 E.238 5.6 2.14 1.00 12 .238 8.03 1.75 .75 .312 1.12 1.75 .16 5973 OUT .15 35 QQjL.238 - .NOTE PIPE 00 BASED MINIMUM WALL THICKNESS SHOWN. PIPE WALL TAPERS FROM 4-11/16" AT THE BELL END TO 4 1/2" AT THE SPIGOT END. Concrete & Steel Pi0e Group Southern California bivision 42' DRY CAST STANDARD JOINT SECTION DRAWN LAKESIDE PLANT F 10261 24.0 CEMENT MORTAR PLACED IN FIELD TYPICAL SECTION THRU PIPE ISTANDARD WALL F] THICK WALL X (BWALL) CIR (4 I 11f Go11 T CLOSING COILS - PARALLEL TO END OF PIPE (r)- Is c.4 S S I 1•114-L ..L ! 7'-l(' CAGE LEN( REINFORCED CONCRETE PIPE DRY CAST - TONGUE AND GROOVE JOINT DESIGN II MANUFACTURING DATA INSTALLATION DATA GENERAL CAGE DIA CIRCULAR CAGE REIN ILONG, RODS _Q I E I W BI I B2 12_ JEGiGo 5J Ro CL a. IL zo 0 I uso CL G! Q g 00 zz 0 9R 0(I pi m IN. I IN. I IN. IN. FT.-4N. IN. IN. I IN? IN. I NO. I IN. IN. IN. - IN. F. IN. IN. IN. ANCLE IN. FT 24 11750 2.12 30. 3.0. I 8-1.68 28.40 26.12 1 .19 .2.381 4.3 2.81 1.06 11.70 12 .238 1 8.01 11.3a .75 L312 1.91 1.75 27 2362 24 12000 2.12 30. 3.0. 8-1.68 28.40 26.12 .7 2i. L... JI 1.06 1.64 12 .238 8.01 1.38 .75 312 1.91 1.75 .27 2372 .24 2250 2.12 30. 3.0. 8-1.68 1 28.40 1 26.12 j Qj 1j • 1.64 11 12 1 .238 11 8.01 11.38 1.75 1.312 1.91 1 1.75 1 .27 2,380 *NOTE. PIPE 00 BASED MINIMUM WALL THICKNESS SHOWN. PIPE WALL TAPERS FROM 3-13/16" AT THE BELL END TO 311 AT THE SPIGOT END. 8-15-95 MPM ISICN I WE I 8! L\111ff1Pi.!JIJJ Concrete & Steel Pipe Group Southern California Division 247 DRY CAST STANDARD JOINT SECTION OPAww I wu I4/7/95 I LAKESIDE SLANT cHEciCEDI I PF10261 14.1 J l J Revised 2000-0 S JX 7'-10" CAGE LENGTH. OUTER WSW .3/1 I ______________________ CIRCULAR CAGE . • Li L LON ; I CLOSING COILS 1?' LONGITUDINAL ROD PARALLEL TO EN END 'I OF PIPE 1YP) - ::•:.. : _ J - Cr I I*1/4 71-9.56 CAGE LENGTH. INNER CEMENT PLACED IN FIELD REINFORCED CONCRETE PIPE TYPICAL SECTION THRU PIPE DRY CAST - TONGUE AND GROOVE JOINT DESIGN STANDARD WALL El THICK WALL MANUFACTURING DATA INSTALLATION DATA GENERAL CAGE DIA DOUBLE CAGE REINFORCEMENT LONG. RODS _D E I W_ Bi 82 TYPE_ S Cl C2 JGo_ _ 0 w Z log' a: z 0t :03 i I ZO 00 g I N Id N d ----- R9 -; R go 0. . - 0 8 92 161 FT.-d. IN. IN. IN?IN? IN. Fr. IN U, IN. IN. ANGLE IN. F1 LBS. 30 2000 2.12 37. 3.5. 8-1.68 31.75 35.50 43 IN .27 .238 6.1 1.98 .875 12 .238 8.03 1.38 .75 .312 1.55 1.75 .22 3420 OUT .16 .238 3.6 3.74 >< 1.00 12 .238 _____ _____ - 30 2250 2.12 37. 3.5. 8-1.68 31.75 35.50 .50 .31 .301 4.4 2.75 .875 12 .238 8.03 1.38.75.3121.55 1.75 .22 3425 OUT .19 .238 4.3 2.811.00 12 .238 Concrete & Steel Pipe Group Southern California Division 3C1 DRY CAST JOINT SECTION DR4 I MPU I4/IoM LAKESIDE PLAW ODII F 10261 18.0 SYMBOL _ ON AMERON CONCRETE PIPE GROUP SOUTHERN CALIFORNIA DIVISION LAKESIDE PLANT ORDER NO: A06591 CUSTOMER: C.A. RASMUSSEN PROJECT: LA COSTA AVE. WIDENING SHEET NO: I OF 3 DATE: 3/9/98 PLAN- 308-5 . . . . SPEC DWG REF STREET SEQ.LIN# F.o DESCRIPTION FROM STA. TO STA. REMARKS NO.PCS PLAN SIZE LENGTHS D-LOAD TYPE 8' LGTH NO.PCS 4' LGTH [TOTAL Fl] 30F47 - 19. 24 2000 STR 2 - - 20 - 45+11- 4 OF 47 59.31 18 2000 sriTiT1 STR 7 1 7-- -- 1 60 48+52 -w '1s eT. NO.3 . ° 31.25 24 1350 STR 4 0 32 48+52 NO.2 12.75 24 1350 SIR 1 1 12 48+52 NO.1 22.7 24 1350 STR 3 0 24 56+35 NO.4 11.4 24 1350 SIR : 1 1 12 56+35 . NO.5 60F47 - 51.17 18 2000 STR . 6 1 52 77+1.0 NO.5 202.02 30 2000 STR 25 1 204 NO.4 320.67 30 . 2000 STR 40 0 320 NO.3 29.37 30 2000 SA 0 7 28 .71+20 NO.2 R=45 37 DEG 24' 764 xD* AMERON CONCRETE PIPE GROUP SOUTHERN CALIFORNIA DIVISION LAKESIDE PLANT . ORDER NO: A06591 CUSTOMER: C.A. RASMUSSEN PROJECT: LA COSTA AVE. WIDENING . . . SHEET NO: 2 OF 3 DATE: 3/9/98 PLAN- 308-5 . . . SPEC DWG REF STREET SEQ.LIN# F.O . DESCRIPTION. _J FROM STA. TO STA. REMARKS NO.PCS PLAN SIZE LENGTHS .1 [D-LOAD TYPE [8' LGTH NO.PCS 4 LGTH TOTAL FiI 60F47 • 15.27 30 1350 STR 2 0 16 NO.7 SAXONY RD SD EXTENSION 43.96 30 1350 SA 0 4 16 NO.8 R27:75 90 DEG 45' ALTERNATE 30 1350 BSA 0 7 28 LAYING 2-BSA & 1-SA 117.5 30 1350 STR 14 1 116. . NO.1 • 4.75 18 2000 STR 0 1 4 74+70 . NO.6 70f47 43.32 18 . 2000 STR 5 1 44 80+55 • NO.1 9.19 42 1350 STR 1 0 8 84+63 NO.4 12.3 30 1350 STR . 1 .1 12 NO.3 • . 12.3 30 1350 STR 1 1 12 6.12 30 1350 STR 1 0 8 NO.2 . 6.12 30 . 1350 STR 1 0 8 • . . 272 AMERON CONCRETE PIPE GROUP SOUTHERN CALIFORNIA DIVISION LAKESIDE PLANT ORDER NO: A06591 - CUSTOMER: C.A. RASMUSSEN PROJECT: LA COSTA AVE. WIDENING SHEET NO: 3 OF 3 DATE: 3/9/98 PLAN- 308-5 SPEC DWG REF STREET SEQ.LIN# F.O DESCRIPTION _______ FROM STA. TO STA. REMARKS NO.PCS PLAN SIZE LENGTHS D-LOAD TYPE 8' LGTH NO. CS 4' LGTH TOTAL F 8 OF 47 33.71 24 1350 . STR 4 0 32 NO.2 if 9.75 24 1350 STR 1 0 8 NO.1 90F47 57.54 24 1750 STR 7 1 60 103+04 NO.1 10 OF 47 20 24 1350 STR 2 1 20. NO.1 it 55 24 1350 STR 7 0 56 . NO.2 36.32 24 1350 STR 4 1 36 120+97 NO.3 212 AMERON CONCRETE PIPE GROUP •'. SOUTHERN CALIFORNIA DIVISION 020 LAKESIDE PLANT ORDER NO: A06591 . . DATE: 3/9/98 CUSTOMER: C.A. RASMUSSEN DELIVERY DATE: PROJECT: LA COSTA AVE PLAN PROJECT PIPE SUMMARY SLS TOTAL SLS TOTAL LI# DESC LGTH PCS FEET LI# DESC LGTH PCS FEET 18 STR 30 STR 2000 8 18 144 1350 8 20 160 18 . STR .. . 30 STR 2000 4 4 16 1350 .4 3 -12 160 .. 30 SA 1350 4 4 16 24 - STR 30 BSA 1350 8 .26 208 1350 4 . 7 28 24 STR . . 216 1350 4 5 20 228 30 STR 2000 8 65 520 24 STR . 30 SA 1750 8 7 56 . 2000 4 8 32 24 SIR . . 552 1750 4 1 4 60 42 STR 1350 8 1 8 24 SIR 2000 8 2 16 24 STR 2000 4 1 4 20 total ft. STAMP REQUIRED: CALTRANS CITY OF SD OTHER X CARLSBAD PROJECT LOCATION: LA COSTA AVE. E. FROM 1-5 CARLSBAD FOR PIPE DELIVERY CALL: (619) 561-6363 PREPARED BY: STANDARD LAYOUT CONDITIONS Contractor to form-out and pour if required to hold structure station. . . Contractor to break pipe if required to hold structure station. Contractor to pull pipe as required to maintain centerline-trench alignment or slope. All pipe is designed with joints (standard or • beveled) sufficient to negotiate curves and slopes within allowable . pulls (see standard pull chart). Contractor to move structure to station shown. raar-42-98 01:43P I _7 14/4R16 NELSON & SLOAN 1 TRANSIT MIXED CONCRETE - "CONCRETE TECHNOLOGY AND SERVICE FOR THE COMMUNITY'!YNT P0 BOX 488 CHULA VISTA, CA 91912 CORPORATE FAX (619) 426-8656 TECH SERVICES FAX 425-0448 (619) 476- 8340 P.02 CONCRETE MIX DESIGN MIX II) 1328 [ 61 3250 PSI CONTRACTOR : ANDERSON DRILLING PROJECT : LA COSTA AVE. SOURCE OF CONCRETE : NELSON & SLOAN CONSTRUCTION TYPE 560-C-3250 PLACEMENT PLACE OR PUMP 4"-5" SYSTEM 03/12/98 WEIGHTS PER CUBIC YARD (SATURATED, RIVERSIDE CEMENT / TYPE II, LB CHOLLA / TYPE F FLYASH, LB NELSON & SLOAN WCSAND, LB SOUTH COAST ASPHALT 3/4" ROCK, LB SOUTH COAST ASPHALT 3/8" ROCK, LB WATER, LB (GAL-US) TOTAL AIR, % GRACE WRDA 64 / TYPE A, OZ-US WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WRIGHT, PCF SURFACE-DRY) YIELD, CU FT 480 2.44 94 0.69 1343 8.03 1286 7.66 427 2.55 325 39.0) 5.22 1.5 0.4]. TOTAL 27.00 22.96 0 .57 4.00 146.5 CITY/COUNTY STANDARDS 560-C-3250 Date____ 0 NQEXCEI BY : V o 1fqfl TAKEN By- 0 MAKE CORRECTIONS NOTED o REVISE AND RESUBMIT REJECTED Córréions or comm6nts made on the shop drawings during this RIOS - TECHNICAL SERVISew do not relieve the contractor of his responsibility to comply with the requirements of the drawings and specifications. This review is only to check for general conformance with the design concept of the project and general compliance with the Contract Documents. The contractor remains responsible for: confirming and correlating all dimensions and quantities; selecting fabrication processe& and techniques of construction; coordinating the work of the trades; and performing the work in a safe and satisfactory manner. Mar-112-98 01:43P it P.03 1-1/2 1 3/4 1/2 3/8 * 4 * 8 * 16 if 30 * 50 * 100 * 200 * 325 Liquid FULL GRADATION ANALYSIS STONE 1 STONE 2 SAND PASTE TOTAL AGGR 100.0 100.0 100.0 100.0 100.0 93.0 98.0 97.1 37.0 100.0 82.1 73.5 26.0 91.0 100.0 78.1 67.7 3.0 5.0 99.0 63.2 45.5 2.0 1.0 90.0 59.8 40.6 - - 72.0 53.8 31.7 - - 46.0 46.1 20.2 - - 18.0. 37.8 7.9 - - 5.0 33.9 2.2 - - 2.0 100.0 33.0 0.9 - - - 95.4 30.9 - - - - 64.2 20.8 - GRADATION CHART 100 ------- --- 90 ----- - ------ ------ - -V P E 80 R --------------------------- C 70 E X N 60 T X 50 -- ---------X -X _ --- _ ------ P 0 _ ----- _ --- _ --- A40 --------------- ------ -- -x ------ ------ ---- ---- S V x S 30 -- --------------- - -----X - - I -- ----------------------------V V N 20 ---- ------------- - G -----------------------------0-------------------------- ------------------------x 10 - ----- - ----- - ------ ------ ------ 0 ---------------------------------------------0----- 1 13 13 if # if # if 1 2 3 L SIEVE . / 1/ 4 8 1 3.5 0 0 2 5 4 28 6 0 0 0 0 5 q - ALL COMPONENTS 0 - AGGREGATES * -BOTH P. 2 Mar-12-98 01:44P P.04 NELSON & SLOAN P.O. BOX 488 CHULA VISTA, CA 91912 (619) 476-8340 Concrete Mix Submittal Mix: 1328 F'c: 3250 psi 03/12/98 MIX DESCRIPTION 1328 ----------3250 psi ----------8/ 1/97 Moving Moving Within Avg: 3 StD:30 C of V Con 7 day 28 day 28 day 28 day 28 day Sample Slump 1Thp Comp Comp Comp Comp Comp Date in deg F psi psi psi psi I 6/13/95 - - - 4190 - - - 10/11/96 3.75 84 2790 3850 - - - 11/20/96 4.00 - 3380 4795 4278 - - 11/26/96 3.25 69 3400 4745 4463 - - 12/ 3/96 5.75 67 3130 4255 4598 - - 12/ 5/96 5.50 75 3360 4680 4560 - - 12/ 9/96 4.50 - 3310 4650 4528 - - 12/18/96 4.00 72 3260 4440 4590 - - 12/30/96 6.00 66 2900 4285 4458 - - 1/ 9/97 5.50 71 2510 4050 4258 - - 1/22/97 3.50 77 2630 4180 4172 = 1/31/97 5.50 84 2490 3885 4038 - - 2/14/97 4.25 72 3030 4060 4042 - 3.6 2/21/97 3.50 63 2300 3540 3828 - 3.8 2/21/97 3.50 64 2440 3835 3812 - 3.9 3/14/97 6.00 74 2230 3440 3605 - 4.8 3/20/97 6.00 79 1840 3280 3518 - 4.7 3/21/97 4.50 78 2320 3980 3567 - 4.8 4/16/97 4.00 72 1910 4215 3825 - 4.9 5/12/97 4.50 68 3095 4350 4182 - - 4.8 5/14/97 3.50 69 3345 4625 4397 - 4.8 5/16/97 3.50 79 2955 4403 4459 - 5.1 7/ 8/97 4.00 83 2560 4190 4406 - 3.5 9/ 1/97 5.00 83 2850 3580 4058 - 2.9 9/ 2/97 6.00 79 2950 3650 3807 - 2.9 10/ 6/97 3.00 - 3060 4420 3883 - - 10/ 8/97 4.00 - 2600 3840 3970 - 2.0 10/23/97 5.00 - 3025 4025 4095 - 2.1 11/10/97 4.00 - 3430 4530 4132 - 2.0 11/11/97 3.50 - 3110 ------------------------------------------------------------------------ 4000 4185 399 2.1 p. 1 Mar-12-98 01:44P P-05 Concrete Mix Submittal Moving Moving Within Avg: 3 StD:30 C of V Con 7 day 28 day 28 day 28 day 28 day Sample Slump Tmp Comp Camp Camp Comp Camp Date in deg F psi psi psi psi Count ---------------------------------------------------------------------- 29 22 29 30 28 1 17 Average --------------------------------------------------------------------- 4.45 74 2835 4132 4133 399 3.7 Standard Deviation --------------------------------------------------------- 0.96 7 448 399 320 1.2 Range 3.00 63 1840 3280 3518 399 2.0 6.00 84 3430 4795 4598 399 5.1 Coefficient ofVariation --------------------------------------------------- 21.63 8.87 15.80 9.65 7.74 31.47 P. 2 OS TECHNICAL SERVICES Mar-12-98 01:44P P06 NELSON & SLOAN TRANSIT MIXED CONCRETE "CONCRETE TECHNOLOGY AND SERVICE FOR THE COMMUNITY" P0 BOX 488 CHtJLA VISTA, CA 91912 CORPORATE FAX (619) 426-8656 TECH SERVICES FAX 425-0448 (619)476-8340 CONCRETE MIX DESIGN MIX ID : 663 ( 61 3250 PSI 03/12/98 CONTRACTOR : ANDERSON DRILLING PROJECT LA COSTA AVE. SOURCE OF CONCRETE : NELSON & SLOAN PLACEMENT PUMP 2.5" - 5" PUMP SYSTEM (SATURATED, SURFACE-DRY) YIELD, CU FT 620 3.15 1792 10.72 1008 6.03 401 C 48.1) 6.43 2.5 0.68 = = = TOTAL 27.00 24.80 WEIGHTS PER CUBIC YARD RIVERSIDE CEMENT / TYPE II, LB NELSON & SLOAN WCSAND, LB SOUTI4COAST ASPHALT 3/8" ROCK, LB WATER, LB (GAL-US) TOTAL AIR, '6 GRACE WRDA 64 / TYPE A, OZ-US 0.65 4.00 141.5 WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PC? P. •1 Mar-12-98 0.1:44P P 07 FULL GRADATION ANALYSIS SIEVE 1-1/2 1 3/4 1/2 3/8 I' # 4 # 8 # 16 * 30 # 50 * 100 * 200 * 325 Liquid STONE SAND PASTE TOTAL AGGR 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 91.0 100.0 98.0 96.8 5.0 99.0 78.4 65.2 1.0 90.0 73.9 58.0 - 72.0 66.6 46.1 - 46.0 56.2 29.4 - 18.0 45.1 11.5 - 5.0 40.0 3.2 - 2.0 100.0 38.8 1.3 - - 97.5 37.0 - - - 69.2 26.3 - GRADATION CHART 100 0 90 P E 80 -------------------------------------------------- R X C 70 1----- x E 0 N 60 T X 50 p 0 A 40 --- - ------- - ----- - - - ---X---------------------------------- ---- S -- - ---- - -X -----X------- ------- ---- x S 30 - ------ -- --- -- - - ----- - ----0----------------- - ---- - - - ------------- ------ I x N 20 ----- --- ------- G ------------------------------------0--------------------------- 10 0 0 ------------------------------------------------I ----- 1 13 13 # * * * 1 2 3 L SIEVE . 1/I 4 8 1 3 5 0 0 2 5 4 28 6 0 0 0 0 5 q x - ALL COMPONENTS 0 - AGGREGATES * -BOTH P. 2 Mar-12-98 01:44P P.08 NELSON & SLOAN P.O. BOX 488 CIULA VISTA, CA 91912 (619) 476-8340 Concrete Mix Submittal Mix: 663 F'c: 3250 psi 03/12/98 MIX DESCRIPTION = = = = = = = = = = 663 ----------3250 psi ----------8/ 1/97 Moving Moving Within Avg: 3 StD:30 C of V Con 7 day 28 day 28 day 28 day 28 day Sample Slump Tmp Comp Comp Comp Comp Comp Date in deg F psi psi psi psi I 1/28/91 4.00 65 3030 4660 - - - 1/28/91 4.00 65 2990 4395 - - - 6/ 4/91 5.50 - 3080 4530 4528 - - 6/ 4/91 6.00 - 2870 4030 4318 - - 6/27/93. 6.50 83 3040 4625 4395 - - 7/ 2/93. 4.50 80 2870 4150 4268 - - 10/10/91 6.50 - 2330 3370 4048 - - 10/23/91' 4.50 - 2930 4225 3915 - - 10/25/91 4.50 - 2970 4270 3955 - - 11/ 1/91 5.00 - 2560 - 3850 4115 - - 12/ 4/93. 5.00 - 2450 3935 4018 - 2.6 3/ 4/92 6.50 - 2610 4115 3967 - 1.6 3/12/92 3.75 - 2790 4465 4172 - 1.0 8/ 8/92 4.50 - 3110 4420 4333 - 1.2 8/14/92 5.00 - 3240 4490 4458 - 1.4 9/ 1/92 5.50 - 1860 3410 4107 - 1.7 9/14/92 4.00 - 3540 5050 4317 - 1.8 9/24/92 5.50 - 2560 4015 4158 - 1.9 10/14/92 4.50 - 2560 4645 4570 - 1.8 11/ 2/92 4.00 - 2020 3420 4027 - , 1.7 4/30/93 5.80 - 2926 4301 4122 - 1.9 6/30/93 6.50 - 2644 3679 3800 - 2.9 9/ 1/93 4.00 - 3680 4580 4187 - 2.9 9/14/93 6.50 80 2635 4102 4120 - 2.6 Count 24 5 24 24 22 - 14 Average 5.09 75 2804 4197 4177 - 1.9 Standard Deviation ----------------------------------------- _________________ 0.96 9 417 432 202 - 0.6 P. 1 Mar-12-98 01:45P P.09 Concrete Mix Submittal Moving Moving Within Avg: 3 StD:30 C of V Con 7 day 28 day 28 day 28 day 28 day Sample Slump Tmp Comp Comp Conp Comp Comp Date in deg F psi psi pi psi Range---------------------------------------- ---- -------------------------- 3.75 65 1860 3370 3800 1.0 6.50 83 3680 5050 4570 2.9 Coefficient of Variation --------------------------------------------------- 18.91 11.86 14.88 10.29 4.85 31.20 P. 2 Mar-12-98 01:45P P.10 NELSON & SLOAN TRANSIT MIXED CONCRETE "CONCRETE TECHNOLOGY AND SERVICE FOR THE COMMUNITY" P0 BOX 488 CHtJLA VISTA, CA 91912 CORPORATE FAX (619) 426-8656 TECH SERVICES FAX 425-0448 (619) 476-8340 CONCRETE MIX DESIGN MIX ID : 766 ( 61 3500 PSI 03/12/98 CONTRACTOR ANDERSON DRILLING PROJECT : LA COSTA AVE SOURCE OF CONCRETE NELSON & SLOAN PLACEMENT : PLACE OR PUMP 2" SYTEM RIVERSIDE CEMENT / TYPE II, LB NELSON & SLOAN WCSAND, LB SOUTH COAST ASPHALT 3/8" ROCK, LB WATER, LB (GAL-US) TOTAL AIR, % WEIGHTS PER CUBIC YARD GRACE WRDA 64 / TYPE A, OZ-US WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCF (SATURATED, SURFACE-DRY) YIELD, CU FT 658 3.35 1800 10.76 969 5.80 401 ( 48.0) 6.42 2.5 0.68 TOTAL 27.00 32.90 0.63. 4.00 141.8 PREPARED BY lOS - TECHNICAL SERVICES P. 1 Mar-12-98 01:45P FULL GRADATION ANALYSIS STONE SAND PASTE TOTAL ACGR 100.0 100.0 100.0 100.0 100.0 100.0 3.00.0 100.0 100.0 91.0 100.0 98.1 96.9 5.0 99.0 79.2 66.3. 1.0 90.0 74.8 58.9 - 72.0 67.4 46.8 - 46.0 57.0 29.9 - 18.0 45.8 11.7 - 5.0 40.7 3.3 - 2.0 100.0 39.5 1.3 - - 95.2 36.8 - - - 67.9 26.3 - SIEVE 1-1/2 U 3/4 " 1/2 'I # 4 # S 16 * 30 * 50 * 100 # 200 * 325 Liquid GRADATION CHART 100 0 ---- 90 --------- ------ ----- ------ --- ---- ------ ---- p E 80 X C 70 E X N 60 T . X 50 P - - - -- -- -----------X 0 X A 40 - S x S I x N 20 30 ------- - --------- - ----------- -- -----0 ------------------------------------------- x-----X------- G 10 --------------------------------------0 0 -I----- 0 1 3.3 13 - -------------------------------------------- * 1 # 2 3 L SIEVE . / /1 4 .8 1 3 5 0 0 2 5.4 28 6 0 0 0 0 5 g x - ALL COMPONENTS 0 - AGGREGATES * - BOTH P. 2 Mar-12-98 01:45P P.12 'St RIVERSIDE CEMENT COMPANY CRESTMORE PLANT RIVERSIDE, CALIFORNIA CEMENT QUALITY CERTIFICATION Tons Portland Cement In Sacks 0 BU Cement shipped to ORDER NO.3(1' (A1 ? VIA k i'vcs C, B/L 7T7O DATE THIS CERfIFIES that the cement comprising the shipment denote bove complies with the specific ASTM C-150 'Type Low Alkali requirements of specification (s) Fed. Spec. 3S-C1980 _._... Type J California Division of Highways Standard Specifications Section Contract Number 90 and / or Standard Special Provisions and / or Contract Special Provisions for Type II Modified With the additional provision that the alkalies, total calculated as NA, 0, do not exceed 0.60%. ) Chief Chemise P,o.I #C.C-l77 - A,,tharq P.inm.j Ca.. R..,.hj.. CA. (O9 661.2210 Mar-12-98 01:46P P,. 13 PHOENIX CEMENT CO. Flyash Plant: Sales Office: Cement Plant: Phoenix Cement Co. Phoenix Cement Co. Phoenix Cement Co. P.O. Box 380 RO, BOX 43470 P.O. Box 428 Joseph City. AZ 86032 Phoenix, AZ 85080 Clarkdaio, AZ 86324 This certifies that the cement/Ilyash comprising the shipment on Bill of Lading complies with the specific requirements 01 spccirication(s). ED ASTM C-150 TYPE I/I! o ASTM C-ISO. TYPE III O ASTM Cel ' TYPE S t E 1 5 P '4 S 1.. 0 A ?.i P L T 212 SO TWIN' 001. ( 0 ASTM C595 (MS) TYPE IP 0 iiiSTM C-618 CLASS F 58125 006 VIA 3 VIA_.._......,.________ B/L_iV97 DATE______________ LOT NO.______ APPROX.1ONS..L.....,,Z_.._..... WITH THE FOLLOWING OPTIONAL REQUIREMENTS: BULK____ For ASTM C150 Type 1111/ or III total alkali, calculated as Na2O, does not exceed 0.60% For ASTM C618 Class F Fly Ash, available alkali, calculated as Naza does not exceed 1.50% QUALITY ASSURANCE MANAGER rtm DISTRIBUTION; 3 COPIES TO CUSTOMER I COPY TO SHIPPING Mar-12-98 01:46P P.14 PRODUCT I N 1 0 14 M A I I 0 N R Water-Reducing Admixture ASTM C 494, Type A and Type 1) Description WRYW 64 is a polymer based aqueous SOILL11011 of complex organic compounds. WRDA 64 is a ready-ro-use lc.w VisCOSity hqLud which is factory pre-mixed in exact proportions to minimize handling, eliminatC misiakes and guesswork. WRT)A 64 contains no calcium chloride and weighs approximate-, ly 1.21 kg/I.. (lO.t lb/gal). Uses WRDA 64 produces a concrete with lower water content (typical- ly 8 to 10% reduction), greater plasticity and higher strength. It is used in ready.-mix plants, block and concrete product pknis, in lightweight and prestressed work wherever concrete is produced. Advantages WRDA 64 offers significant advantages over single component water reducers. Water reduction and setting Limes are morc consis- tent due to the polymer coxnpo- WRDA 64 also performs especially wcll in concrete con- taining fly ash and other pozzolans. The use of WRDA 64 produces a plastic concrete that is more workable, easier to place and more tinishable than plain or other admixtured concrete. In the hardened stare, WRDA 64 con- crete has higher compressive and flexural strengths at all ages than untreated or conventional admix- (tired concrete. The greater degree of plasticity achieved, compared with conven- tional water-reducing admixrurcs, allows improved finishability. Finishability Finishers have stared that the cement paste, or mortar, in WRDA 64 admixrured concrete has improved trowelabiliry. The influence of WRDA 64 on the (iii- ishabiliry of kari mixes has been particularly noticeable. Floating and troweling, by machine or hand, imparts a smooth, clnsc tol- erance surface. GRACE Construction Products Mar-12-98 0146P SIPP CONSULTING GROUP 4455 Murphy Canyon Road, SuIt. 100 San Diego, Californla 92123 P.15 (619) 573-1717 -r&ephcne (519) 513.0069. FacsimiLo PHYSICAL PROPERTIES OF AGGREGATES r • - Job We. Mdi ..2jj - _ -71 Pl NMiioai4gMv Lf0 - s_ p &.sig UWA -- 204MICAspuPw M74 MAPLV3 Ai.fau ly EDArMA1( - Aa AAahmim £T1.1 Ei%& - - - -I L_FJF - - ~ ~Mw - - OO - ATM 692 Afl74C.85_ - i —.— -- - - - • __ 4.I C131 __ %W,3Q,vv JA Maw- .,. C$35 %Wcr1O0Ov. - AMU 0490 _a.v - -- - Wif 227 $.iEv11eIV.1ii - - 17 cau 217 - - Meims Mi& D7 D. pd SSW MAW 1.0 a C137 2.69 AppoW - uIGONpORM$uI Mar-12-98 01:46P P.16 61 PP CONSULTING GROUP (619) 573-1 777-TelepPione 4455 Murphy Canyon Roads Suite 100 (619) 573-0069 - Facsimile San Diego. California 92123 PHYSICAL PROPTIES OF AGGREGATES CUM SIM I. MMRs#SOUrH MAST )46TE1A.LS Jab N. P.O. fl34925S Labilowasm No. - PROU Locqo SMQ - 5v'pJcd By _LjP Ts oCA1Sc NP. I. W4 Coc. - - Siad B $ow of A'esle SAN MAROOS -Auftr;ud By ED 0IAPMA11 SlAwP A.An. ArT%4 111 ?i gMt am i.1 tipl..a ni4 -L:- --- •• - — Test - Tan $TD __________ - - Ab(6fl "WROM" by ! sulle ssisd -. 31% - ASThI C'a$_ Dde.iousai _. 0.0 m 4W _____ C*32 Gvedma - %Ww.3WfOV._ --- 1.9 - %W,.WW. - 0126 ,. __,._ Gralkn __________ - -- 6SThID.1U3_ - Value -0mmu - U - C.iif. 227 Saml k9v1 Vz -- CaJif2)7 - Dewiy Mu. Dry DOWNY. let DDM - - OA.MIflOTIIØ 0 C12.7 acus • ..MOW -__-r --_• • A0I9di. % - 0.9 ba any) (S$D) 2.70 "CONFORMS" Mar-12-98 01:46P P.17 16/29/1997 13:15 619-530-8268 P.M.0 TECH. SERVICES PAGE 02 SCS&T 9712012 September 18, 1997 Page 18 TABLE Q: LABORATORY TESTING OF PALA SCREENED CONCRETE SAND - H.C. FENTON, 7/24/97 SIEVE ANALYSIS (ASTM C136 and C117), percent passing Sieve Size 318" #4 #8 #16 #30 #50 #100 #200 Bulk Specific Gravity (ASTM C 128) Bulk Specific Gravity. SSD (ASTM C 128) Percent Absorption (ASTM C127) Soundness (ASTM C88) Total % Loss By Weight Sand Equivalent (CAl_TEST 217) Percent Clay Lumps (ASTM C142) Organic Impurities (ASTM C40) Pain Scrned Sand 100 96 86 69 40 16 S 2.3 2.63 2.66 1.2 2.3 85 0.8 2 Mar-12-98 01:47P P.18 S uG-88-97 09:7 AM SItI J. HARRIS HOT PLANT 619 277 7266 P.a SIPP CONSULTING GROUP (619)S?3-1777.Telephone 4455 Murphy Canyon Road, Suite 100 (619) 573-0069 - Faciml1e San Diego, Callforna 92123 July 1, 1997 SIM I. HARRIS P.O. Box 039069 San Diego. California 92163-9069 Attention: Mr. Ed Chapman PROJIXT: SAN MARCOS l'X # 4 CONCRETE Ac3GIr.GATE ASTM C-289 P.O. #145478 CenL]mcn: The auachod tcstG were prepared in accordance with applicable ASTM procedurc. No engineering opinion is implied or expressed. Sincerely. 40 . Jc,hn P. Sipp, Jr., P.E. JPS/tc Attachment /4UreSeAuJ Conskkrcdbrocuoi: A4grepJes Cosrs(dcred .tcuieZly Deicrerioiu a., x a400 .4ggregatei Cosudered Deleterious Mar-12-98 01:47P P.19 uG-09-97 e9:5 aji SIM J. HARRIS HOT PLANT 619 277 72GG P.e2 C.TL--T*Gtlmg and Mt,vt,aIs Technology 8Q0 Old OMIUM Roed. SioWo, UtOe 5Q07?.1030 6671965-75W 52Cri. Fox :447/9654541 RW Client: Blpp Consulting Greup CYL Proj. No.: 407617 Project; 40b# 19106155 CU. Proj. Mgr.: JoAnne B. D.O.s Contact: John P. Slpp Jr.Approved: Analyst; M1ae1Zato v Submitter: John P. $ipp Jr. Date: Jut1e 27.1997 REPORT of POTENTIAL REACTIVITY of AGGREGATES by the CHEMICAL METHOD (ASTM C 289) C*ien% Sample tD; Granite Reduction in Alkafuilty (Rc): 36MM1L. Dieaolved Silica (Se): 30 mMJL M 6anle ID: 125218 Aggregate Considered: Innocuous I 10 100 1000 Dissolved Silica (Sc) mlllknole5 per Itr .1. Information concerning the precision srid bWw of this test method has not been pubrished by ASTM &bcommlee C09.26. 2. The reaCtion procedure was psefonned sccdng to ASTM C290 with m.a.uremont at SOl(lu vinc.s by atomic ebaurption spvctrumetTy. constrvclon TedtnoIoy Laboratories. Inc. Cht9SlS)iukLe ' • Ct 1C..9 I 4. IE I , ,lnc.,, IrL March'10, 1.998 NOTICE OF MATERIALS TO BE USED , You are hereby 'notified that materials required for use for construction of La Costa Avenue Widening in the City of Carlsbad will be obtained from the following sources: Item WK Name & Address of No Material Type Inspection Site ' I CED 5457 Ruffin Rd 1 Conduit ,& Wire San Diego, CA 92123 Traffic Signal Heads McCain Traffic Supply 1 and Poles. . 2575 Pioneer Ave., Vista, CA 92083 Luminaires, Lamps 1 and PEC McCain Traffic Supply 1 Service Pedestal McCain Traffic Supply Pre-Mixed Concrete 7220 Trade: 1 Concrete Ste. 300, San Diego 92112 San Diego Precast 1 - Concrete Pull Boxes 9702 Prospect Ave., Santee 'I 92071 BrewerCote 1473 N. Magnolia IL 1 Loop Epoxy El Cajon, CA 92020 submitta - I . ' P0. Box 1457, Spring Valley, CA 91979 • 619/460-6060 FAX 619/460-60'69 • License #297034 -----.4..; --• I 'ORDERNO.: 981194 I ORDER DATE: 18 FEB 1998 REV. DATE: H (CUSTOMER NO.: OUNTNOJ 1058 - SELECT ELECTRIC - -. PC BOX 1457 SPRING VALLEY, CA 91979 • AI McCAIN - RAFHC SALES ORDER 2575 PIONEER AVENUE • VISTA • CA 92083 - (760) 727-8100 • FAX (760) 727-8184 - - -. ACCOUNTN) 1058 - - - o SELECT ELECTRIC - SELECT ELECTRIC • P0 BOX 1457 - . 1425 PRESIOCA STREET SPRING VALLEY, CA 91979 SPRING VALLEY, CA 91977 T T I 0 -- 0 - 0 OUR ORDER NO. - YOUR P.O. NO. F.O.B. __')' RESALE NUMBER 81194 1197 SERVICE CHARGE - a" T TERMS - - UATE KEUUIHEU - SALES REPRESENTATIVE - .00/00/30 _.2-01-99 - TIM GRAVES - rACTORY ORDERED REQUIRED - - PRODUT/ DESCRIPTION PRICE PRICE EXTENSION 1 1 .2-01-99 - 425344 T (RAYAGA]PLY B G/A MB CARL - SBAD 12" 2 1 .2-01-99 .418165 - - T - BP 12"PLY 3SEC 5"MNB1 3 3 .2-01-99 426028 - T - - - [RYG]12"PLY B G/A MB CARL - - -. SBAD 4 3 .2-01-99. [18165 - - T -- - - BP 12" PLY 3SEC 5" MNB1 - 5 - - 6 U-01-99 ,426026 - T [RYG]12"PLY BG/A CARLSBA 6 - 1 L2-01-99 .425343 ' - T - • • - (RAYAGA]12"PLY B G/A CARL - -- - SBAD - - - .7 - -i L2-01--99.'418383 " . - T MT VEH SV1T LOD BL - - ORIGINAL T McCAIN TRAFFIC A SUPPLY 2575 PIONEER AVENUE • VISTA. CA 92083 (760)727-8100 • FAX (760) 727-8184 AcOUNTN 1058 7 Js o SELECT ELECTRIC PC BOX 1457 SPRING VALLEY, CA 91979 : T - . -- - 0 -.. -- SALES ORDER SELECT ELECTRIC I 1425 PRESIOCA STREET SPRING VALLEY, CA 91977 I 0 - ORDER NO.: 981194 ORDER DATE: 18 PEB 1998 REV.: REV. DATE: CUSTOMER NO.: 1058 ACCOUNTNO) 1058 SELECT ELECTRIC - P0 BOX 1457 SPRING VALLEY, CA 91979 R ORDER NO.)'.- YOUR P.O. NO. - F.O.B. - RESALE NUMBER SERVICE CHARGE 94 1197 -T TSHIP - L VIA TERMS. -DATE REQUIRED SALES REPRESENTATIVE ORY - * .00/00/30 IM GRAVES 120199 T ol 'ORDERED REQuIRED PRODUCT! DESCRIPTION UNIT 1 NET PRICE EXTENSION ,- 8 2 2-01-99 1418419 MT VEH SV2TB GR 9 1 2-01-99 418557 T - MTVEHTV2TGR 10 4 2-01-99 423916 T INCAN INT PLYG SMT G/67 11 - 1 2-01-99 418336 - - T MT PED SPiT LOD GR - 12 1 2-01-99 118338 T - - MT PED SPiT ROD GR - 13 - 1 2701-99 118354 - - T - MTPED SP2TGR 14 4 2-01-99 119699 T • PUSHBUTTON HSG ASBLY ADJ - - 5X7,ADA SS 12 - a 15- 2 - - 119825 - - - - - T - [2-01-99 - SIGN, PB 5X7 LT MAN IN BX 12 ORIGINAL T McCAIN A TRAFFIC SUPPLY 2575 PIONEER AVENUE • VISTA • CA 92083 (760) 7274100 • FAX (760) 7274184 ACcouNTNc 1058 SELECT ELECTRIC L P0 BOX 1457 D. SPRING VALLEY, CA 91979 I - 0 ORDER NO.: 981194 - ORDER DATE: 10 FEB 1990 REV.: . REV. DATE: CUSTOMER NO.: - io's 8 1058 SELECT ELECTRIC - SELECT ELECTRIC I 1425 PRESIOCA STREET - L V P0 BOX 1457 SPRING VALLEY, CA 91977. L SPRING VALLEY, CA 91979 T - --:1- - - 0 V 1:0 V - V - SALES ORDER OUR ORDER NO. YOUR P.O. NO. F.O.B. -: RESALE NUMBER V - SERVICE CHARGE 81194 1197 - T T - - T - - SHIP VIA - . TERMS UI DATE REQRED -. V - SALES REPRESENTATIVE V ACTORY 00/00/30 !2-01-99 - IM GRAVES - T OTY ORDERED DATE REQUIRED - PRODUCT! DESCRIPTION PRICE UNri - - NET PRICE X EXTENSION 16 2 2-01-99 119827 T SIGN, PB 5X7 RT MAN IN BX 17 2 .2-01-99 (20442 T THRU BOLT GAL .5 X 6 -CO MPLETE ASSEMBLY V - 18 4 .2-01-99 (20446 . T V THRU BOLT GAL .5 x 10-COM- - PLETE ASSEMBLY - 19 4 .2-01-99 (20447 - T THRU BOLT GAL .5 x 12-CO MPLETE ASSEMBLY - 20 2 .2-01-99 (20448 . - T - THRU BOLT GAL .5 x 14-CO V - MPLETE ASSEMBLY 21 33 .2-01-99 419302 - - - T - VISOR,- FULL CIRCLE 12" P0 LY BLACK - V ORIGINAL 0 a z anir vl Ad-TORY 1. 00/00/30 f2-01-99 IM GRAVES - V ---- - - ItKM UATE HEUUINEO - - SALES REPRESENTATIVE ORDERED REQUIRED PRODUCT I DESCRIPTION - - - PRICE PRICE EXTENSION 22 33 12-01-99 2-01-99 117554 T LAMP 1950L 120 VOLT P/N 1950P25TS120V 23 2 2-01-99 123812 T - BARRICADE, PEDESTRIAN, TY PEI - 24 4 2-01-99 110672 V T FIXTURE,250W HPS CUTOFF 1 P/N M4AC25S7M2GMC31 - 25 4 2-01-99 117557 T LAMP HPS 250 WATT - P/N C250S50 26 4 2-01-99 110625 T - PHOTO ELECTRIC CONTROL 77 V 90B - 27 - 4 .2-01-99 110795 - - T FUSE,N SINGLE-FUSE HOLDER - AAjr McCAIN = TRAFFIC SALES ORDER n iiw SUPPLY 2575 PIONEER AVENUE • VISTA • CA 92083 (760) 7278100 • FAX (760) 727-8184 ACCOUNTN 1058 -. - g SELECTELECTRIC - SELECT ELECTRIC L P0 BOX 1457 I 1425 PRESIOCA STREET -. I D SPRING VALLEY, CA 91979 SPRING VALLEY, CA 91977 1 T - - T T - - 0 - 0 - NO. YOUR P.O. NO. - F.O.R. - RESALE NUMBER F9OJURORDER 4 - .-1197 - - - - - T - T - - ----- ORDER NO.: 981194 ORDER DATE: 18 FEB 1990 REV.: REV. DATE: 1058 .1 CUSTOMER NO.: OUNT) 1058 - SELECT ELECTRIC P0 BOX 1457 SPRING VALLEY, CA 91979 - - - SERVICE CHARGE - - - - ORIGINAL ORDER NO.: 981194 ORDER DATE: 18 FEB 1998 REV.: - REV. DATE: CUSTOMER NO.: 108 ActhUNTNO 1058- - SELECT ELECTRIC - - L P0 BOX 1457 L SPRING VALLEY, CA 91979 - T -- McCAIN -ANTS TRAFFIC SUPPLY 2575 PIONEER AVENUE • VISTA • CA 92083 (760) 727-8100 • FAX (760) 727-8184 1_ 1058 SELECT ELECTRIC L P0 BOX 1457 D SPRING VALLEY,-CA 91979 T 0 - - SALES ORDER SELECT ELECTRIC - - I 1425 PRESIOCA STREET- = - SPRING VALLEY, CA 91977 T - 0 OUR ORDER NO. - YOUR P.O. NO. - F.O.B. - - RESALE NUMBER - SERVICE CHARGE - T - : - - T- - 81194 119 - T -- SHIP VIA - TERMS DATE REQUIRED - - - SALES REPRESENTATIVE IM GRAVES ACTORY .00/00/30 2-01-99 PRICE - ORDERED REQUIRED - - PRODUCT! DESCRIPTION - PRICE - X EXTENSION 28 4 2-01-99 110780 - T - FUSE,10A,125V 29 6 2-01-99 111324 T SIGN PANEL W/FRAME ASY, 6 - 6'X18' GREEN NOTES* - - 1 EA. La Costa Ave - 2 EA. Saxony Rd 30 3 2-01-99 111308 - - T ILLUM.SIGN COMP ASY W/PHO CAB,P/N ILSCAB-6 - 31 3 2-01-99 111299 - . -- T CLAMP ASY,ILL SIGN;INCLUD BOLTS,LOCKWASHERS AND HAN - 32 3 L2-01-99 119615 - - T BRACKET, "MINI-ASTRO" W/2 - - P/N AB-0121-29 0 0 z 8 - - 12 - ORIGINAL Ar McCAlN - TRAFFIC 2575 PIONEER AVENUE • VISTA • CA 92083 727-8100 • FAX (760) 727-8184. -- - AcCOUNT 1058 - o SELECT-ELECTRIC P0 BOX 1457 SPRING VALLEY, CA 91979 _T O ... . —- - OUR ORDER NO.- - YOUR P.O. NO.- b81194 — T197 - — SALES ORDER SELECT ELECTRIC 1425 PRESIOCA STREET SPRING VALLEY, CA 91977 T - 0 F.O.B. ORDER NO.: 981194 ORDER DATE: 18 FEB 1998 - REV.: REV. DATE: CUSTOMER NO.: 1058 — ACCOUNT NO) 1058 .1 SELECT ELECTRIC L P0 BOX 1457 L SPRING VALLEY,-CA 91979. T 0 RESALE NUMBER - SERVICE CHARGE T — nIr VIM 1 r_KmZo WA It: HtUUIMLIJ SALES REPRESENTATIVE j.00/00/30 2-01-99 IM GRAVES 1ACTORY - E ~-ORIEYVED REQUIRED PRODUCT! DESCRIPTION IE PRICE — EXTENSION - 32 . 119615 (CONTINUED) NOTES LOT OF SIGNAL GEAR FOR LA COSTA AVE & SAXONY 33 1 2-01-99 111451 T — CONTROL CABINET,332 ANOD 34 1 2-01-99 111346 . T 170E-2 STANDARD UNIT,PLUG IN POWER SUPPLY,ETC.CT- SP 35 1 2-01-99 111542 T — 412C-4 MAP4 RUNS 200/210F M/233 SOFTWARE(NOT INC) . 36 - 1: 12-01-99 411566 T — BI TRAN PROGRAM 200CA (CA — LIFORNIA) - 37 1 12-01-99 111385 - T — 210 CONFLICT MONITOR (CAL — - APPROVED), EDI P/N 210 ORIGINAL McCAIN ANTE& RAFFIC SUPPLY 2575 PIONEER AVENUE • VISTA • CA 92083 (760) 727-8100 • FAX (760) 727-8184 AccouNTNc 'J 1058 g SELECT ELECTRIC P0 BOX 1457 SPRING VALLEY, CA 91979 T 0 SALES ORDER - -. "V SELECT ELECTRIC 1425 PRESIOCA STREET - - -I SPRING VALLEY, CA 91977 I T - - o .' - - - r ORDER NO.: 981194 I ORDER DATE: 18 FEB 1998 [REV.: REV. DATE: CUSTOMER NO.: T 1058 ACCOUNT hl ) 1058 SELECT ELECTRIC P0 BOX 1457 SPRING VALLEY, CA 91979 R ORDER NO. YOUR P.O. NO. - F.O.B. ''. - RESALE NUMBER T SERVICE CHARGE 94 197 V T - SHIP VIA TERMS - - - DATE REQUIRED SALES REPRESENTATIVE - - FACTORY V____________ .ø0/00/30 2-01-99 rIM GRAVES T ORDERED REQUIRED - PRODUCT/ DESCRIPTION - - '7 UNIT PRICE PRICE - EXTENSION 38 1 .2-01-99 111529 - T 2400 BAUD MODEM (PL) GDI; MODEL #404 39 1 .2-01-99 115924 - T CABLE, C2, 4 FT. - 40 2 .2-01-99 111373 - V - - . T 204 FLASHER - P/N SSF-88 V 41 3 .2-01-99 111420 - - T DC ISOLATOR, DCI-82C PDC; P/N DCI-82C 42 4 .2-01-99 111556 - - T - RELAY, 430 FLASH X-FER;PD - C FTR-91; 43 - 612-01-99 111367 V - T - - 200 LOADSWITCH DISCRETE - P/N SSS-88 ORIGINAL SALES ORDER ORDER NO.: 981194 ORDER DATE: 8 FEB 1998 REV.: REV. DATE: CUSTOMER NO.: . 1058 - SELECT ELECTRIC I 1425 PRESIOCA STREET SPRING VALLEY, CA 91977 T - 0 -- ACCOUNT . NO. 1058 SELECT ELECTRIC L P0 BOX 1457- L SPRING VALLEY, CA 91979 T - -. 0 - T McCAIN A TRAFFIC SUPPLY UbUJ (1-6IUQ • FAX (760) 727•8184 ACCOUNTN 1058 SELECT ELECTRIC L P0 BOX 1457 D SPRING VALLEY, CA 91979 I 0 R ORDER NO. YOUR P.O. NO. - F.O.B. - RESALE NUMBER. SERVICE CHARGE - 94 Ti ' - T. - SHIP VIA TERMS - DATE REQUIRED - SALES REPRESENTATIVE rTACTORY 00/00/30 0!2-01-99 TIM GRAVES ORDERED REQUIRED PRODUCT! DESCRIPTION - PR - - NET PRICE EXTENSION 44 6 12-01-99 M11407 - - T DETECTOR,2 CHAN,RACK MNT, MODEL #222 (CAL-TRANS APP 45 1 .2-01-99 (15577 - T LAMP, ASSEMBLY; 1 LAMP,1 SWITCH 46 1 .2-01-99 417515 - - T INTERSECTION SKETCH/WIRIN G DIAGRAM - - - - 47 1 .2-01-99 124876 T PLEASE PROVIDE CERTIFICAT - DOCUMENTATION. - 48 1 2-01-99 111518 - T BEST LOCKS, R/L W/KEYS - .NOTES* - - CONTROLLER FOR SAXONY & . LA COSTA AVE 0 ORIGINAL 1OADER NO: 981194 IORDER DATE: 18 FEB 1998 I REV.: REV. DATE: CUSTOMER NO. 1058 ACCOUNTN) 1058 SELECT ELECTRIC P0 BOX 1457 - SPRING VALLEY, CA 91979 0 -T McCAIN A TRAFFIC SUPPLY 2575 PIONEER AVENUE • VISTA • CA 92083 (760)727-8100. FAX (760) 727.8184 AcCOuNTN. 1058 SELECT ELECTRIC L P0 BOX 1457 D SPRING VALLEY, CA 91979 I - -- - OUR ORDER NO. - - YOUR P.O. .LJ NO. F.O.B. RESALE NUMBER SERVICE CHARGE SALES ORDER SELECT ELECTRIC I 1425 PRESIOCA STREET SPRING VALLEY, CA 91977 T 0 - p81194 _J1197 - -_____________ SHIP VIA - .TERMS- DATEREQUIRED SALES REPRESENTATIVE rACTORY .00/00/30 2-01-99 VIM GRAVES A - ORDERED - REQUIRED PRODUCT! DESCRIPTION UNIT PRICE - PRICE EXTENSION 49 - 1 12-01-99 923780 T POLE, 1-A 10', STEEL 50 1 12-01-99 A23788 T POLE,.16-2-70 51 1 12-01-99 123838 - T - ARM, SIGNAL, 20' FOR 2-70 52 1 12-01-99 1423794 - T POLE, 19-2-70 53 1 .12-01-99 1423841 T ARM, SIGNAL, 25' FOR 2-70 • 54 1 12-01-99 123806 . -- T - - POLE, .26-4-70 - 55 1 12-01-99 123856 T ARM, SIGNAL, 45' 4-70 - - 56 1 12-01-99 K23817 T - POLE, TYPE 15 . • - C 12 ORIGINAL - V • - - PARA 1O SALES ORDER SELECT ELECTRIC i 1425 PRESIOCA STREET SPRING VALLEY, CA 91977 T -. _ F.O.B. ATRAFTS McCAIN FIC SUPPLY 2575 PIONEER AVENUE • VISTA • CA 92083 - (760) 727-8100 • FAX (760) 727-8184 V ACCOUPO. 1058 - SELECT ELECTRIC L P0 BOX 1457 D SPRING VALLEY, CA 91979 T 0 -- .OUR ORDER NO. J YOUR P.O. NO. 81194 1197 - ORDER NO.: 981194 ORDER DATE: 18 FEB 1998 REV.: - - REV. DATE: - CUSTOMER NO.: 1058 - - - ACCOUNT) 1058 - SELECT ELECTRIC - - L P0 BOX 1457- - L SPRING VALLEY, CA 91979 T -- - V - - O RESALE NUMBER. - SERVICE CHARGE VV I 0 0 2 12 SNIP VIA - TERMS - ' DATE REQUIRED 11 - - - SALES REPRESENTATIVE - - FACTORY ~:DATE '.0Q/00/30 -1[2 _01_99 VIM GRAVES T OTY. ORDERED REQUIRED PRODUCT/DESCRIPTION - UNIT NET - - :. PRICE - ' - EXTENSION 57 3 12-01-99 123833 V V T ARM, LUMINAIRE, 15' 58 3 12-01-99 480032 - T DETAIL "U" , VALMONT 59 -1 12-01-99 126580 T - LIGHT POLE BASE COVER - - 60 4 L2-01-99 126581 T TRAFFIC POLE BASE COVER - - - 61 4 12-01-99 110009 - T BOLT , AC , 5/8-18-4 , GA - FOREIGN - 62 8 L2-01--99- 110010 - T BOLT,AC,3/4-18-4,GA -V V FOREIGN -- - 63 4 12-01-99 110011 - V - T - BOLT,AC,1-36-4,GA FOREIGN - - ORIGINAL - ORDER NO.: 1 981194 ORDER DATE: 10 FEB 10 I REV.: REV. DATE: [CUSTOMER NO.: 1058 ACCOUNTNO) 15 SELECT ELECTRIC - P0 BOX 1457 SPRING VALLEY, CA 91979 RAFFIC SUPPLY SALES ORDER ANT& 2575 PIONEER AVENUE • VISTA • CA 92083 - - (760) 727-8100 • FAX (760) 727-8184 - - Acthu,Tpi 1058 - - SELECT ELECTRIC : SELECT ELECTRIC IL P0 BOX 1457 - i 1425 PRESIOCA STREET D SPRING VALLEY, CA 91979 p SPRING VALLEY, CA 91977 - T T - - 0 - 0 - - OUR ORDER NO. - YOUR P.O. NO. - 'i- F.O.B. - - RESALE NUMBER - SERVICE CHARGE - - 81194 197 . - SALES REPRESENTATIVE SHIP ViA. TERMS - DATE REQUIRED ACTORY - 00/00/30 IM GRAVES CITY. ThRDERED DATE - - T NET PRODUCT! DESCRIPTION UNIT EXTENSION REQUIRED - PRICE PRICE - 64 4 .2-01-99 910015 T BOLT,AC,1 1/4-42-4,GA FOREIGN 65 4 .2-01-99 410016 T BOLT,AC,1 1/2-42-6,GA - FOREIGN -- 66 4 .2-01-99 (10019 - T BOLT,AC,1 3/4-42-6,GA - - FOREIGN 67 - 1 .2-01-99 ¶24394 T PUP TYPE III METERED/UNME - TERED - - - 68 1 .2-01-99 124371 - - - T - CKT BKR,50A,1P,42K - 69 1 12-01-99 ¶24367 - - . T CKT BKR,30A,1P,65K ir 70 1 120199 924363 - T CKT BKR,15A,1P,65K ORIGINAL r McCAN TRAFFIC SUPPLY 2575 PIONEER AVENUE • VISTA • CA 92393 (160) 727-8100 • FAX (760) 727-8184 -. Accou. 1058 g SELECT ELECTRIC. L P0 BOX 1457 D SPRING VALLEY, CA 91979 T 0 - OUR ORDER NO. T YOUR P.O. NO. 81194 1197 - prf 1 ACCOUNT NO 1058 SELECT ELECTRIC P0 BOX 1457 SPRING VALLEY, CA 91979 - -f1 - RESALE NUMBER . - SERVICE CHARGE SELECT ELECTRIC i 1425 PRESIOCA STREET SPRING VALLEY-, CA 91977 T - 0 SALES ORDER - ORDER NO.: 1 981194 IORDER DATE: 13 FEB 1998 I REV.: - REV. DATE: LCUSTOMER NO.: 1058 - - onir VIM I tmmb y DATE REQUIRED F ' - SALES REPRESENTATIVE - -- ACTORY 00/00/30 1r701_99 IM GRAVES - T ORDERED DATE REQUIRED PRODUCT! DESCRIPTIONOTY. - UNIT'- _-. -PRICE PRICE - NET T EXTENSION 71 1 .2-01-99 126754 SIGN, REGULATORY, HuNT TAP HIGH INTENSITY TAPE NOTES * 4 EA. R96; 1 EA. R34; 1 EA. R73-3; 1 EA. R61-20 - - 72 9 .2-01-99 126588 - . T LED,12'1 R BALL IND.W/PFC - W/ PWR FACTOR CORRECTION - - - 73 2 .2-01-99 426589 - T LED,12" R ARROW IND W/PFC - W/PWR FACTOR CORRECTION 74 - 2 .2-01-99 119180 - T OPTICOM DETECTOR—SINGLE C - MODEL #721 75 1 .2-01-99 119179 - - - T V - DETECTOR,1 ION MODEL #711 ORIGINAL Paae 13 CUSTOMER NO.: 1058 1058 SELECT ELECTRIC' P0 BOX 1457 SPRING VALLEY, CA 91979 lOADER NO.: 981194 FEB 18 ORDER DATE: 18 REV.: REV. DATE: McCAIN Ari TRAFFIC SUPPLY 2575 PIONEER AVENUE • VISTA • CA 92083 (760) 727-8100 • FAX (760) 727-8184 ACCOUNT N3 -1058 SELECT ELECTRIC L P0 BOX 1457 D SPRING VALLEY, CA 91979 T 0 SALES ORDER 01 SELECT ELECTRIC i 1425 PRESIOCA STREET SPRING VALLEY, CA 91977 - T - --- -- 0 - - - OUR ORDER_NO. YOUR P.O. NO. -- '( • - F.O.B. . - - - RESALE NUMBER * SERVICE CHARGE i81194 T97 - - r -- Y - SHIP VIA - TERMS -'DATE REQUIRED ' SALES REPRESENTATIVE ACTORY .00/ø0/30 I2-01-99 rIM GRAVES T QTy. DATE PRODUCT! DESCRIPTION - - UNIT NET X EXTENSION E.ORDERED REOUIRED PRICE PRICE 76 2 .2-01-99 (27085 T OPTICOM,MDL 752,PHASE - SELECTOR,2 CHAN PLEASE PROVIDE INFORMATION ON THE STREET LIGHT POLE TYPES - AND FIXTURE TYPES. WE CANNOT • - ORDER WITHOUT rHIS INFORMATION - C der Total : -------------- -------------- 27,410.00 0 E. ORIGINAL \ C. A. Rasmussen, Inc. 5205 Avenida Encinas, Suite A, Carlsbad, CA 92008 Certification To: Blame Barth / City of Carlsbad CC: Roy Valadez From: Drew Boriolo Date: March 13, 1998 Re: Notice of materials for street lights and signals. "I hereby certify that the material given in this submittal is that proposed to be incorporated in this Project, is in compliance with Contract Documents, can be installed in allocated spaces, and is submitted for approval." By: Title: Project Manager Date: 3/19/98 Company Name: C. A. Rasmussen, Inc. I S ERRAPACIF C RETENTION, INC. "Earth Retention Specialists" dba Retaining Walls Company North, Crib1ock . : .. . Block = (f March 16, 1998 C.A. Rasmussen .. 5205 Avenida Encinas, suite A Carlsbad, CA 92008 Re:• CribWall Submittal Package for the La Costa' Ave Widening Attn: Roy Valadez . . ... Please accept the following submittal Information regarding the crib walls at the La Costa Ave Widening project. Certifications for Steel (Nucor Steel Mill) Certification for Cement (Calaveras Cement Company) I. Concrete Mix Design (Applied Engineering Group) Criblock Members Concrete Testing (Anthony-Taylor Consultants) Standard Specification for Precast Reinforced Concrete Cribwáll 6. Crib Retaining Wall Standard Details • Thank You, Daniel Wright R.W.C.N. 1531 Grand Ave., San Marcos, CA 92069 (760) 471-2500 • FAX (760)471-9128 Contractors Liéense #A615675 z I I 4. 1 0 0 ur Cq W1Jj r 0 0 U L. Z ci) C N PTIONS TAKEN ci) KE-SORRECTIONS NOTED U. SUB IT IFIED ITEMI I- EVISAND RESUBMIT I- - sh drawings during this review do not relieve the contractor of his responsibility to comply with the requirements of the drawings and specifications. This review is only to check for general conformance with the design concept of the project and general compliance with the Contract Documents. The contractor remains responsible for confirming and correlating all dimensions and quantities; selecting fabrication processes and techniques of construction; coordinating the work of the trades; and performing the work in a safe and satisfactory manner. SCOPE DESIGN MATERIALS CONSTRUCTION METHOD OF MEASUREMENT AND PAYMENT SCOPE This Specification sets out requirements for the design, materials, manufacture and construction of pre-cast, reinforced concrete cribwall systems. Bidder's attention is called to the fact that "CRIBLOCK&' cribwali units are the ba s i s for this specification. "CRIB LOCK&" Standard Plan Sheet 1 is incorporated into and made a part of th i s specification. All statements and values used in this STANDARD SPECIFICATION are for normal applications and may be changed as required by a qualified engineer. DESIGN DESIGN OF WALL SYSTEM: The face of the wall shall consist of a grid of concrete members, with face inclined at a slope of 4 vertical to 1 horizontal, or specifically designed for a particular job. Hori z o n t a l members of such a grid are termed "Front Stretchers' Where non-standard stretcher len g t h s are required to complete the end of a wall, they are termed "Closers" The fac e m e m b e r s shall be connected by transverse members termed "Headers" to a similar grid of " B a c k Stretchers," parallel to the face and located so that the overall thickness of the w a l l i s n o t less than 3 feet. Additional spacers between the stretchers in the front and back gri d s m a y be used if the system requires it, and are termed "False Headers." Headers shall b e p e r - pendicular to the face of the wall. -The system may allow for the addition of one or more grids of members, parallel to the face and situated behind the structure described above. Such additional g r i d s s h a l l be connected to the grid in front of it by an interlocking header system. This constit u t e s a multiple-depth wall, as detailed on "CRIB LOCK "Standard Plans. The space between the face and the back of the wall shall be filled with free drain- ing rock, or well-compacted soil. The overall stability of the structure when assembled shall be such that this compaction may be carried out without displacing the members. These spcifications do not purport to provide a basis for engineering analysis of the overall wall s'stem. "CRIBLOCK€" Standard Plans furnish some of the basic informa- tion used in analyses. A qualified Engineer can provide information as required. MATERIALS CEMENT: Cement shall conform to the requirements of ASTM C 150 and shall be stored and handled so that it is protected against deterioration or contamination at all times. Cement shall be either Type II or Type V, depending on ultimate use of product. AGGREGATES: Fine and coarse aggregates shall comply with the requirements of ASTM C 33. Aggregates failing to meet this specification but which have been shown by special test to produce concrete meeting requirements of "QUALITY OF CONCRETE" may be used. See also "DESIGN MIX' WATER: Water shall be potabie and free from any substances deleterious to concrete or reinforcement. ADMIXTURES: Under normal production methods admixtures are not used. However, air-entraining admixtures, if used, shall comply with ASTM C 260. Chemical admixtures such as water reducing admixtures, retarding admixtures, accelerating admixtures, water-reducing and retarding admixtures, and water-reducing and accelerating admixtures, if used, shall com- ply with ASTM C 494. REINFORCEMENT- Steel reinforcement shall conform to one of the following ASTM standards, as appropriate: A 615, A 616 or A 617. Yield strength of steel shall be 60,000 psi minimum. The reinforcement shall be free from damage and contamination. It shall be clean and free from all loose mill scale, dust, loose rust, and coatings such as paint and oil immediately before use in concrete. DESIGN MIX A qualified materials laboratory shall prepare a design mix specifying relative quan- tities of cement, water, aggregate and admixtures necessary to obtain required minimum concrete strength and durability. Manufacturer may use his own design mix which has been tested and proven to meet the strength requirements. This mix design shall be specific to the aggregates in use and shall be available from manufacturer at all times. QUALITY OF CONCRETE DRY MIX CONCRETE: Concrete for use in the dry-mix press process or normal wet-mix process shall yield an end product with a minimum concrete compressive strength at 28 days of 3000 psi. MANUFACTURE OF UNITS TOLERANCES FOR INDIVIDUAL UNITS: The length of headers, stretchers and closers shall be within ±1/8 inch of the design value. The width OF all units shall be within ±1/3 inch of the approved design value. FORMED SURFACES The sides of the units which bear against other units shall be constructed so that the finished units will meet the tolerances specified in "TOLERANCES FOR INDIVIDUAL UNITS" and so that the units may be stripped without damage to the concrete. All surfaces of units shall have a uniform appearance free From honeycombed areas. REINFORCING STEEL PLACING REINFORCEMENT: Reinforcement shall be placed and maintained in the design positions within ±.50 inch, but without reducing the minimum cover specified. CONCRETE COVER TO REINFORCEMENT: The minimum cover to reinforcing steel shall- be 1-% inches, in accordance with AC 318. 3 CORROSION PROTECTION: Where units are to be used in maritime atmosphere or in direct contact with seawater, reinforcing steel shall be protected against corrosion by hot dip galvanizing at a rate of at least 2 ounces per square foot. The galvanization shall be in accordance with ASIM A 123. Alternatives to galvanizing, to be submitted for approval on a case-by-case basis, include chemical coatings such as SCOTCHKOTE. The above treatment shall be applied only after completion of any and all fabricating processes such as bending and welding. MARKING Each "pallet" of block shall be individually marked with its date of manufacture. Such marking shall be of sufficient durability to withstand a minimum of 12 months exposure to the elements. TESTING AND INSPECTION Acceptability of the cribwall units will be determined on the basis f compresion tests and visual inspection. The precast units shall be considered acceptable regardless of curing age when compression test results indicate strength will conform to 28-day specifica- tions. The Contractor or his supplier shall furnish facilities and perform all necessary sampling and testing in an expeditious and satisfactory manner. Units shall be considered accept- able for placement in the wall when 7-day strengths exceed 651110 of 28-day requirements. ACCEPTANCE OF UNITS ON SITE All units shall be subject to final acceptance on site. Where the contract includes the construction of the wall, it shall be the Contractor's responsibility to ensure that all units are erected in an undamaged condition. The Project Engineer's representative may carry out such tests or measurements as he thinks fit to satisfy himself that the units delivered to the site are equal in quality to the approved design. Where these tests are of a destructive nature and units prove accept- able, the cost of the units as delivered to the site of testing will be a charge to the contract. CONSTRUCTION Cribwall construction shall be in reasonably close conformity to the lines, grades, design and dimensions shown on the plans and as established by the Project Engineer by means of surveyed staking. 4 EXCAVATION A bench of excavation to sound material shall be made for the base of the cribwall. Unless shown otherwise on the project plans, the benches shall be horizontal in the line of the wall and have a fall of 1 in 4 from the front to the back of the excavation. Finished base excavation to within 0.5 inches of base elevation shall include ver- tical steps where lans indicate base of wall is to step. BASE SLAB NOT REQUIRED Unless shown on the plans, a concrete base slab shall not be required. After verifica- tion by Soils Engineer for base-soil adequacy, wall is initiated by placing first course of stretch- ers directly onto base soil. A maximum of 2 inches of sand or fine gravel may be used for bedding material below the bottom course of stretchers, if the Contractor desires. CRIBWALL CONSTRUCTION The cribwall units shall be handled and placed in such a manner that no damage is caused to the seating areas. The first course of units shall be stretchers (or closers) unless shown otherwise on the drawings. Care shall be taken in the placement to ensure firm bedding against the base soil. The cribwall shall be placed in horizontal lifts. The cribwall units shall be placed in a uniform pattern as shown on the drawings or as approved by the Engineer. Wails shall be provided with back stretchers for the full height of the wall, except top course. Refer to "CR1 BLOCK&' Standard Plans. Top course of headers sha!l consist of full headers only. No back stretchers are required on top course. CORNERS: Where walls join at an angle, it may be necessary to saw-cut stretchers to provide a neatly joined corner. Walls greater than 5 courses high may require special treatment of headers: see details on "CRIBLOCK&' Standard Plans. CURVED WALLS: Where a wall is curved in pan to a radius of-Jess than 100 feet, special stretchers shall be provided or saw-cuts made where necessary to ensure that the gap between stretch- ers is minimized. 5 BACKFILLIN G MATERIAL: Backfill material shall consist of either a crushed rock or a soil reasonably free from organic and otherwise deleterious materials. Backfill material within the wall shall be structurally strong and in addition exhibit sufficient cohesion to effectively resist wind and rain erosion, but that. cohesion shall not be so excessive as to create problems with compaction. Walls backfilled with sand need closed faced panels* or UV rated filter fabric to prevent erosion. PLACING Care shall be taken not to disturb the alignment of the units during backfilling and compaction operations. The areas behind and above the cribwall shall be backfilled to the finished configuration shown on the project plans, taking care to insure that drainage is diverted from going over the face of the wall. COMPACTION Unless otherwise specified by soils report, compaction within the cribbing framework shall be a minimum of 90% relative compaction per ASTM D 1556. For single- depth walls and for the front cell of multiple-depth walls, compaction tests shall be taken at the center of the crib cell, approximately one-third of the distance from back stretcher to front stretcher. For all other cells of multiple-depth walls, tests shall be taken centered in the cell. METHOD OF MEASUREMENT AND PAYMENT Where the contract includes construction of the wall the work will be measured and paid for by the area of the face of the wall (on the slope) measured from the bottom of the base stretcher to the top stretcher. Where the contract is for the supply of units only, payments shall be per unit delivered as ordered. DRAINAGE TO BE SPECIFIED B'( SOILS ENGINEER./ MANUFACTURER ADVISES AS A MINIMUM A 4 INCH / PERFORATED PVC SUBDRAIN ENCASED IN 3 Cu FT/FT OF 3/4" CRUSHED ROCK WRAPPED IN FILTER FABRIC. - C]RIIE LOCKTM RETAINING WALL TYPICAL SINGLE DEPTH X-SECTION SLOPING BACKFILL NO SCALE SOUTHERN OFFICE RETAINING WALLS CO. N. NORTHERN OFFICE 15:31 GRAND AVENUE 800 E. GRANT LINE RD. SAN MARCOS, CA. 92069 CRIB RETAINING WALL STANDARD DETAIL TRACY, CA. 95376 (619) 471-2500 CRIBLOCK (209) 832-2600 DETAIL NO. XS-1 TO I.LJj. f L.JU j j I.D TO.. TOP OFWALL GROUND I LINE-7 0.33' F. 0.97' 1.0' 1 / 33'-- 0. 6 7 L TOE OF WALL SECTION A-A CRIBLOCI(TM RETAINING WALL NOTE TYPICAL PROFILE NO SCALE "X' MARKS FALSE HEADERS. ALL oh r ARE f\ 1t T FULL HEADERS. SOUIHI:I<N OFFICE RE TAINING WALLS C, U . IN • NORTHERN OFFICE 1531 GRAND AVENUE 800 E. GRANT LINE RD. SAN (6 19) 471-2500 CRCK A CRIB RETAINING WALL STANDARD DETAIL TRACY, CA. 95376 7 DETAIL NO. AP-1 TIEBACKS & BEAM BY OTHERS / 4 - TOE OF WALL TIEBACK ANCHORAGE DETAIL . SECTION A-A NO SCALE SOUTHERN OFFICE RETAINING WALLS CO. N NORTHERN OFFICE 15:31 GRAND AVENUE •. 800 E. GRANT LINE RD. SAN MARCOS CA. 92069 CRIBLO N CRIB RETAINING WALL DETAIL TRACY, CA. 95376 (619) 471-2500 832-2600 TIEBACK DETAIL SHEET 1 OF 2 TIEBACK! BY OTHERS A-J rffl3\fl]( ANCHORAGE DETAIL SAMPLE PROFILE NO SCALE SOUTIIERII OFFICE RETA I Nil N WALLS CO. N. NORTHERN OFFICE 1531 C RAN I) AVENUE HOt) E. (;RANT LINE RI). SAN MARCOS, CA. CRIB RETAINING WALL DETAIL TRACY, CA. 95370 (619) 4.7I-200 CRII1IOCK (209) 032-2600 9V: TIEBACK DETAIL SHEET 2 OF 2 0.375" FRONT STRETCHER 5.0 J6.0" BACK STRETCHER 1.5" CLR. (TYP.) I±:cn 3'-9.0" I I•°" - —#4REBAR TOP VIEWS 1.5" CLR. (TYP.) HEADER IA- 01 4'— 6 " 4-2.5" - ,—_#4 REBAR - 6.0" 1 - - 8.0" I- 1.5" CLR. (TYP.) 025,'_l.7.25 j025" FALSE HEADER 4.0"I 9.5" I o"1H.o" :" END VIEWS SIDE VIEWS 2.0" RAD. (T(P.)— I 0.75" I I —1 NOTES: 1. STRENGTH OF MATERIALS COMPRESSIVE STRENGTH OF CONCRETE fc = 3250 PSI YIELD STRENGTH OF STEEL f y = 60,000 PSI CRIBLOCKTM RETAINING WALL MEMBERS DIMENSIONS 4.5' HEADERS NO SCALE SOUTHERN. OFFICE RETAINING WALLS CO . N. NORTHERN OFFICE 1531 GRAND AVENUE 800 E. GRANT LINE RD. SAN MARCOS, CA. 92060 CRIB RETAINING WALL STANDARD DETAIL TRACY, CA. 95376 (619) 471-2500 CRIBLOCK (209) 832-2600 DETAIL NO. M-5 jAPPLIED IINGINEERING CROUP 1529 GRAND AVENUE. SUITE "A" SAN MARCOS, CALIF. 92069 PHONE (619) 471-6000 FAX (619) 736-0185 REPORT OF CONCRETE MIXTURE DESIGN TESTED FOR: Retaining Walls Company and Concrete Specialty Construction PROJECT: Mix Design With Bird's Eye Aggregate DATE: 6-13-97 vUX DESIGN J1VER 479 SPECIFICATIONS: 3,250 psi AT 28 DAYS Mm. 6.0 sacks cement content per C. Y. Type 11/ Type V Cement Calavares Cement Aggregate Source: Mobil Sand Max. Water Cement Ratio, g.p.s. .50 No Slump "Thy Pack" concrete for a Block Manufacturing Machine MATERIALS: BATCH WEIGHT ABSOLUTE VOLUME fli CUBIC FEET Cement - 6 sacks J 566 2.38 Washed concrete sand 1,481 9.27 Coarse aggregate - Birds Eye 1,711 J 10.31 Water - 34 gal. 283 4.54 TOTALS 4,041 27.00 - VILOF it Charles J. Randle, R.C.E. 22096 L. '1OFC civil, structural, soil engineering, geology, survey, certified inspection, soil and material testing, feasibility studies, contract management, project design, class "A" engineering contractor 472093 & 703390 CALIF. R.C.E. #C-22096. N.C.E.E. #3170. AZ., WA.. NV.. LICENSE ANTHONY-TAYLOR CONSULTANTS San Diego County Orange County Bury Area L.ru VeguArea 2240 Vineyard Avenue 1442 E. Lincoln Avenue, 5449 876 E. Craft Line Road 3275 At Baba Lane. 5505 Escondido. CA 92029 Orange, CA 92665 Tntcy, CA 95376 Las Vegas, NV 89118 (760) 738-8800 (714) 283.5470 (800) 564-7645 (702) 739.1550 REPORT OF COMPRESSION TEST PROJECT: Concrete Specialties PROJECT NO: 95-0386 PROJECT ADDRESS: 1025 Grand Ave., San Marcos TO BE BILLED: Concrete Specialties CONTRACTOR: In-house Quality Checks ARCHITECT/ENGINEER: Crosby BUILDING PERMIT NO.: PLAN FILE NO.: SAMPLE DATA REPORT OF:_CONCRETE MORTAR GROUT _X CORES SUPPLIER: Concrete Specialties MIX DESIGN: 479-0 PLACEMENT DATE: 7-22-97 SLUMP: TYPE CEMENT: CONCRETE TEMP:° TRUCK NUMBER: TICKET NUMBER: TIME IN MIXER: ADMIXTURE: AIR CONTENT: DESIGN STRENGTH: 3000 PSI LOCATION OF PLACEMENT: False Header Cast 7-22-97 SPECIAL TEST INSTRUCTION OR REMARKS: REQUIRED STRENGTH (F'C): 3000 PSI PSI AT28 DAYS SAMPLES MADE BY: Concrete Specialties DATE REC'D IN LAB: LABORATORY DATA AGE LAB CONTROL NUMBER DATE TESTED DIMENSIONS INCHES TEST AREA SQ. INCHES MAX LOAD POUNDS COMPRESSIVE STRENGTH PSI 40 hrs. 668A 08-06-97 1 1.74" x 3.48" 2.38 9075 3810 40 hrs. 668B 08-06-97 1.74" x 3.48" [ 2.38 I 12480 5240 - 40 hrs. 668C 03-06-97 1.74" x 3.48"1 2.38 [ 15402 6470 Reviewed By: 66L.J01 6\AL2-&" Date:October 10, 1997 All sampling and testing conducted in accordance with CalTrans Method No. 521 and 540 and applicable ASTMS C31-9 1, C39-86, C42-90, C138-92, C143-90, C172-90, C173-93, C231-91b, C470-93a, C511-92, C617-87, C1077-92, C1231, E4-93, E171-87 CONFORMS: ...XYES _NO Distribution: I) Concrete Specialties, 1025 Grand Ave, San Marcos, CA 92069 jk/concretespec. 1 CIVIL • STRUCTURAL • GEGTECHNIC\L • ENVIRONMENTAL ENGINEERING • TESTING & INSPECTION • ARCHITECTURE • CONSTRUCTION MANAGEMENT ANTHONY-TAYLOR CONSULTANTS San Diego County Orange County Bay Area Las VegaaArea 2240 Vineyard Avenue 1442 E. Lincoln Avenue, 0449 876 E. Cram Line Road . 3275 Al) Saba Lane. 0505 Escondido. CA 92029 Orange, CA 92665 Tracy, CA 95376 Las Vegas. MV 89113 (760) 738-8800 (714) 283-5470 (800) 564-7645 (702) 739-1550 REPORT OF COMPRESSION TEST PROJECT: Concrete Specialties PROJECT NO: 95-0386 PROJECT ADDRESS: 1025 Grand Ave., San Marcos TO BE BILLED: Concrete Specialties CONTRACTOR: In-house Quality Check ARCHITECT/ENGINEER: Crosby BUILDING PERMIT NO.: PLAN FILE NO.: SAMPLE DATA REPORT OF:_CONCRETE MORTAR GROUT _X CORES SUPPLIER: Concrete Specinitics TRUCK NUivER: MIX DESIGN: 479-0 TICKET NUMBER: PLACEMENT DATE: 7-29-97 TIME IN MIXER: SLUMP: ADMIXTURE: TYPE CEMENT: AIR CONTENT: CONCRETE TEMP: DESIGN STRENGTH: 3000 PSI LOCATION OF PLACEMENT: Back Stretcher Cast 7-29-97 SPECIAL TEST INSTRUCTION OR REMARKS: REQUIRED STRENGTH (F'C): 3000 PSI PSI AT 28 DAYS SAMPLES MADE BY: Concrete Specialties DATE REC'D IN LAB: I A ROR ATcRY DATA AGE LAB CONTROL NUMBER DATE TESTED DIMENSIONS INCHES TEST AREA SQ. INCHES MAX LOAD POUNDS COMPRESSIVE STRENGTH PSI 40 hrs. 669A 08-06-97 1.74" x 3.48" 2.38 6093 2560 40 hrs. 669B 08-06-97 1.74" x 3.48" 2.38 9038 3800 40 hrs. 669C O-06-97 1.73" x 3.46" 2.35 11820 5030 Reviewed By: &Lrz.t_Q,_ Date:October 13. 1997 All sampling and testing conducted in accordance with CalTrans Method No. 521 and 540 and applicable ASTMS C31-91, C39-86, C42-90, C138-92, C143-90, C172-90, C173-93, C231-91b, C470-93a. C511-92, C617-87, C1077-92. C1231, E4-93, E171-87 CONFORMS: YES _NO Distribution: 1) Concrete Specialties, 1025 Grand Ave, San Marcos, CA 92069 jk/concretespec.2 CIVIL • STRUCTURAL • CtOTECHNICL • ENVIRONMENTAL ENGINEERING • TESTING & INSPECTION • ARCHITECTURE • CONSTRUCTION .%%ANAGEMENI ANTHONY -TAYLOR CONSULTANTS San Diego County . Orange Countj Bay Area Li VegasArea 2240 vineyard Avenue 1442 E. Lincoln Avenue. #449 876 E. Grant Line Road 3273 Ali Baba Lane. #505 Escondido, CA 92029 Orange, CA 92663 Tracy, CA 95376 Las Vegas, NV 39118 (760) 738.8800 (714) 283.5470 (800) 564-7645 (702) 739.1530 REPORT OF COMPRESSION TEST PROJECT: Concrete Specialties PROJECT NO: 95-0386 PROJECT ADDRESS: 1025 Grand Ave., San Marcos TO BE BILLED: Concrete Specialties CONTRACTOR: In-house Quality Check ARCHITECT/ENGINEER: BUILDING PERMIT NO.: PLAN FILE NO.: SAMPLE DATA REPORT OF:_CONCRETE MORTAR GROUT _X CORES SUPPLIER: Concrete Speiltie •- r TRLCK NUi1BER: MIX DESIGN: 479-0 TICKET NUMBER: PLACEMENT DATE: TIME IN MIXER: SLUMP: ADMIXTURE: TYPE CEMENT: . AIR CONTENT: CONCRETE TEMP: ° DESIGN STRENGTH: 3000 PSI LOCATION OF PLACEMENT: Front Stretcher SPECIAL TEST INSTRUCTION OR REMARKS: REQUIRED STRENGTH (F'C): 3000 PSI PSI AT _L8 DAYS SAMPLES MADE BY: Concrete Specialties DATE RECD IN LAB: 11ORTCI12VflATA AGE LAB CONTROL NUMBER DATE TESTED DIMENSIONS INCHES TEST AREA SQ. INCHES MAX LOAD POUNDS COMPRESSIVE STRENGTH PSI 40 hrs. 670A 08-06-97 1.73" x 3.46" 2.35 6333 2690 40 hrs. 670B 08-06-97 1.73" x 3.46" 2.35 8255 I 3510 40 hrs. 670C 08-06-97 1.73" x 3.46" 2.35 10028 F 4270 Reviewed By: _LO 1A_....0 Nk_&-..LQ..4L) Date:October 13, 1997 All sampling and testing conducted in accordance with CalTrans Method No. 521 and 540 and applicable ASTMS C31-91, C39-86, C42-90, C138-92, C143-90, C172-90, C173-93, C231-91b, C470-93a, C511-92, C617-87, C1077-92, C1231, E4-93,E171-87 CONFORMS: ..XYES _NO Distribution: I) Concrete Specialties, 1025 Grand Ave, San Marcos, CA 92069 - jk/concretespec.3 CIVIL • STRUCTURAL • GEOTECH,'IIcAL • ENVIRONMENTAL ENGINEERING • TESTING & INSPECTION • ARCHITECTURE • CONSTRUTICN ,YANACEMEN1 ANTHONY-TAYLOR CONSULTANTS San Diego County Orange County Bay Area : Las Vegas Area 2240 Vineyard Avenue 1442 E. Lincoln Avenue. 1*449 86 E. Grant Line Road 3275 All Saba Lane. 11505 Escondido, CA 92029 Orange. CA 92665 Tracy, CA 95376 Las Vegas. NV 89118 (760) 738.8800 (7141283-5470 (800) 564-7645 (702) 739-1550 REPORT OF COMPRESSION TEST PROJECT: Concrete Specialties PROJECT NO: 95-0386 PROJECT ADDRESS: 1025 Grand Ave., San Marcos TO BE BILLED: Concrete Specialties CONTRACTOR: In-house Quality Check ARCHITECT/ENGINEER: Crosby BUILDING PERMIT NO.: PLAN FILE NO.: SAMPLE DATA REPORT OF:_CONCRETE _MORTAR GROUT _X CORES SUPPLIER: Concrete Specialties MIX DESIGN: 479-0 PLACEMENT DATE: SLUMP: TYPE CEMENT: CONCRETE TEMP: TRUCK NUMBER: TICKET NUMBER: TIME IN MIXER: ADMIXTURE: AIR CONTENT: DESIGN STRENGTH: 3000 PSI LOCATION OF PLACEMENT: Back Stretcher SPECIAL TEST INSTRUCTION OR REMARKS: REQUIRED STRENGTH (F'C): 3000 PSI PSI AT 28 DAYS SAMPLES MADE BY: Concrete Specialties DATE REC'D IN LAB: T(RATfl1Y DATA AGE LAB CONTROL NUMBER DATE TESTED DIMENSIONS INCHES TEST AREA SQ. INCHES MAX LOAD POUNDS COMPRESSIVE STRENGTH PSI 40hrs. 671A 08-06-97 1.74"x3.31" 2.38 8532 3580 40 hrs. 671B 03-06-97 1.74"x 3.31" 2.38 17244 7250 40 hrs. 671C 08-06-97 '1.72"x3.44" 2.38 14697 6330 Reviewed By: _i&i Date: _October 13. 1997 All sampling and testing conducted in accordance with CalTrans Method No. 521 and 540 and applicable ASTMS C31-91, C39-86, C42-90, C138-92, C143-90, C172-90, C173-93, C231-91b, C470-93a, C511-92, C617-87, C1077-92, C1231, E4-93,E171-87 - CONFORMS: X YES _NO Distribution: I) Concrete Specialties. 1025 Grand Ave. San Marcos, CA 92069 jkfconcretespec.4 CIVIL • STRUCTURAL • GEOTECHNICAL • ENVIRONMENTAL ENGINEERING • TESTING & INSPECTION • ARCHITECTURE • CONSTRUCTION MANACEMEN1 / ANTHONY -TAYLOR CONSULTANTS I San Diego County Orange County Bay Area La: Vega: Area I - 2240 Vineyard Avenue 1442 E. Lincoln Avenue. #449 876 E. Grant Line Road 3275 Ali Baba Lane. #505 I - Escondido. CA 92029 Orange. CA 92665 Tracy, CA 95376 Las Vegas, NV 89118 LmE5111111111 (760) 738-8800 (714) 283-5470 (800) 564-7645 (702) 739-1550 REPORT OF COMPRESSION TEST PROJECT: Concrete Specialties PROJECT NO: 95-0386 PROJECT ADDRESS: 1025 Grand Ave., San Marcos TO BE BILLED: Concrete Specialties CONTRACTOR: In-house Quality Check ARCHITECT/ENGINEER: Crosby BUILDING PERMIT NO.: PLAN FILE NO.: SAMPLE DATA REPORT OF:_CONCRETE _MORTAR GROUT _X CORES - H2O at 40 hrs. SUPPLIER: Concrete Specialties MIX DESIGN: 479-0 PLACEMENT DATE: SLUMP: TYPE CEMENT: CONCRETE TEMP:° TPTJ( NUMBER: TICKET NUivfBER: TIME IN MIXER: ADMIXTURE: AIR CONTENT: DESIGN STRENGTH: 3000 PSI LOCATION OF PLACEMENT: A 16 Block Color SPECIAL TEST INSTRUCTION OR REMARKS: REQUIRED STRENGTH (F'C): 3000 PSI PSI AT _28 DAYS SAMPLES MADE BY: Concrete Specialties DATE REC'D IN LAB: T.4ORAT()RY DATA AGE LAB CONTROL NUMBER DATE TESTED DIMENSIONS INCHES TEST AREA SQ. INCHES MAX LOAD POUNDS COMPRESSIVE STRENGTH PSI 40 hrs. 706A 10-09-97 1.73" x 3.46" 2.35 12369 5260 40 hrs. 706B 10-09-97 1.73"x3.46" 2.35 12819 5450 40 hrs. 706C 10-09-97 1.73" x 3.46" 2.35 12384 1 5270 Reviewed By: .16 Date:October 13, 1997 All sampling and testing conducted in accordance with CalTrans Method No. 521 and 540 and applicable ASTMS C31-91, C39-86, C42-90, C138-92, C143-90, C172-90, C173-93, C231-91b, C470-93a, C511-92, C617-87, C1077-92, C1231, E4-93, E171-87 CONFORMS: X YES _NO Distribution: I) Concrete Specialties, 1025 Grand Ave, San Marcos, CA 92069 jk/concretespec.6 CIVIL • STP.UCTljRAL • CEOTECHNIcAL • ENVIRONMENTAL ENGINEERING • TESTING & INSPECTION • ARCHITECTURE • CONSTRUCTION MANAGE.tEN1 -T ANTHONY -TAYLOR CONSULTANTS San Diego County Orange County Bay Area Las Vcgai Area 2240 Vineyard Avenue 1442 E. Lincoln Avenue. #449 876 E. Cram tine Road 3275 Al) Baba Lane. 0505 Escondido. CA 92029 Orange. CA 92665 Tracy, CA 95376 Las Vegas, NV 89118 (760) 738.8800 . (714) 283-5470 (800) 564-7645 (7021739.1550 REPORT OF COMPRESSION TEST PROJECT: Concrete Specialties PROJECT NO: 95-0386 PROJECT ADDRESS:' 1025 Grand Ave., San Marcos TO BE BILLED: Concrete Specialties CONTRACTOR: In-house Quality Check ARCHITECT/ENGINEER: Crosby BUILDING PERMIT NO.: PLAN FILE NO.: SAMPLE DATA REPORT OF:_CONCRETE _MORTAR GROUT _X CORES - H20 at 40 hrs. SUPPLIER: Concrete Specialties MIX DESIGN: 479-0 PLACEMENT DATE: SLUMP: TYPE CEMENT: CONCRETE TEMP: TRUCK NUMBER: TICKET NUMBER: TIME IN MIXER: ADMIXTURE: AIR CONTENT: DESIGN STRENGTH: 3000 PSI LOCATION OF PLACEMENT: A 16 Block SPECIAL TEST INSTRUCTION OR REMARKS: REQUIRED STRENGTH (F'C): 3000 PSI PSI AT —28 DAYS SAMPLES MADE BY: Concrete Specialties DATE REC'D IN LAB: LABORATORY DATA AGE LAB CONTROL NUMBER DATE TESTED DIMENSIONS INCHES TEST AREA SQ. INCHES MAX LOAD POUNDS COMPRESSIVE STRENGTH PSI 40 hrs. 705A 10-09-97 1.72" x 3.44" 2.32 20496 8830 40 hrs. 705B 10-09-97 1.73" x 3.46" 2.35 20331 8650 40 hrs. 705C 10-09-97 1.73" x 3.46" 2.35 17918 7620 Reviewed By:(LJ'Z_ãI&7,IZ'1 Date: October 13, 1997 All sampling and testing conducted in accordance with CalTrans Method No. 521 and 540 and applicable ASTMS C31-91, C39-86, C42-90, C138-92, C143-90, C172-90, C173-93, C231-91b, C470-93a, C511-92, C617-87, C1077-92, C1231, E4-93, E17l-87 CONFORMS: - YES _NO Distribution: I) Concrete Specialties. 1025 Grand Ave. San Marcos, CA 92069 jk/concretespec.5 CIVIL • STRUCTURAL • CEOTECHNICAL • ENVIRONMENTAL ENGINEERING • TESTING & INSPECTION • ARCHITECTURE • CONSTRUCTION MANAGEMENT Calaveras Cement Company c44 L.//ER4 S TeiJachapi Plant Kern County Monolith, GA 93548 Telephone 805-022-4445 FAX 005-022-1278 CALAVERAS CEMENT COMPANY Tehachapi, California -CER'l'IRICATE OF CO1'I1'LiANCE- \Ve certify that this shipment of Calnvcras Cement complies with all requirements for: Specifications Checked below for Type checked: X ASTM Specification CI SO ASTM Specification C595 Feder.;! Spcciflcation SS-C- 1960/3D Federal Specification SS-C-1996/4 X California Division of highway Standard Specification, Sec. 90 nnd/o,• Standard Special Provisions X Type 1,11 LA Type I P - 'I'Yl)CllLa (II Modified) 'hype II LA1' (Pres tress) Type 11 Type V _,____ __,__ -•. California Dept. Water Resources - / 2 / L" / -7 ' / 7 • / I):ite Shipped: 2 Certification No.________ /• . Shipping Weight: Shipped to: C ..rZ.. )-. //J )•, &/ - Via: Contract No. - Garry Bell Q.C. Superintendent Cnlavcras Cement Company A CBfl Gompflny LA LIIVER1L1 %#Cilliflhi Tehacliapi Plant Korn County Monolith, GA 93540 Telephone 605-022.4445 FAX 005-022.1270 CA IJAYERAS CEMENT COMPANY Tcli:i cia pi, California -CIiWI'IRICATE OF CO!'11'LiANCE- i\c certify' that this sli ip fl1.CXJ t of Ca In vcras Cement complies wit h all requirements for: Specifications cllcckc(1 below for TYPe checked: X ASTM Specification C150 ASI'M Specification C595 Federal Specification SS-C-1960/313 Federal Spccilicalioii SS-C-1996/4 X California Division of highway Standard Specification, Sec. 90 and/or Standard Special Provisions California Dept. Water Resources t):31c Shipped: Shipping Weigh S1iipctJ to: X Type 1,11 LA 'J'YPe I P 'Y1)C 11 La (II ilodiflc(l) Type II LAP (l'rcst ress) Type Ill 'hype V Ccrtiflca lion No._______ Vi in: Contract No. (J:1ITy Bell Q.C. Supeiiiitcndent Calaveras Cern en L Coni pany A Call coiipany A Division of Nucor Corporation PLY MOUTH, UTAH UNITED STATES OF AMERICA UlUhICE (tO: i(3?82 CIJSIBOER F'UU: 0111392T•• IF/I. DIll. nT uso:otc: 1.0264 SHIP DATE: i2/22i( I, cxI:: tFiP)-4?4- 36(,v u, uo%, fl M.LLTEST REPORT U U HUCUI Li"4116II IS All 11 .11 A. cnun Huila.;; SBLO TO: GE11111JA MUM SHIP ID: iItCii PtCIttC C/U T I f l I L S L f l f t D 901 IIES1 24111 ST. LI: M10E].L P.O. ('(ix (11 U 241II iILII IIAhIOIiI. C1TV, CA 91951 itr1I(r,L C nv, 14 91951. Itn Description tt0 Hottflt: 731 PSI Teri PI U1111 Z Crade h-mhirftprr721rn i i 4 REBAR 1T0'0l3 11ET1T.0 1783'17 95.7 66,050 102.000 14. 0 PASS 10 70L2? .10.4 RElifiR 1111/13 llETIC 210693 95. I 66,350 102,501) 13.0 615-96,CR60S/420HiA PASS 457,47 : ?06. 71 D.4 IE0A1 110/013 11t1tTC 278694 95.? 66,1.58 103,110 15.0 15-96,C11605/42011PA r'ASS 456. 09 i13.61. 119.5 8Effi1 1TO/t6 11E181.0 171734 95.9 590290 85,484 13.0 ft615-96,R.40/300ttPfI PASS 408.79 589.39 1111.5 RE0A1 118/016 METRIC 177Th8 94.9 54226 78,387 17.0 11615-960CR.40/30011P PASS 3?Ltt8 540.46 )ULS 8E1ffiR 130/016 HE1RI C 1 7 7 9 8 2 96.2 64,258 1.112,81 100 A615-96 ,0R605/l2UtWfl P4S 44-1.04 707.27 nfl 39 1.11 .00? .D'35 .19 42 1.14 .0I3 .026 .20 38 LIU .80 .026 .2 0 32 71 .91i .19 26 . 15 . 11119 032. . 1? 39 1. 10 . 0(1? .022 .17 (10.5 REOAO lT11/016 IIETRIC 278347 95.5 60, 6 7 7 1 0 3 , 2 2 6 34.8 .19 :1.22 .031' .tE1 .24W .. A615-96,CR6OS/420tiPA PASS 410.35 ?11:? 10DUE HEAlS OF RET)WO R C T H C STEEL CU lO OFORII TO OS A-615/A•6:t5Ii .. 9h tum. . c TEST sriin'u:s (1110IWSUL1S J J l f l A T H E D A R E RE('OESEHIftlJ.OE 1. MOVE OF THESE HEATS 000 CWW U R I I 1 8 T H i S S I ' E I : i 1 C f t 1 I m F O R S o m L n 1 c , C I 1 1 1 1 0 1 t l A i ? S U , 1 1 7 S I C A I . i [ S F i t G 0 0 0 P I E 1 I R E l U : n T . Till, TEtU( 1185 ClIRDU( lED I'll (EC1IITh0fl.E 1.13111 THE RE.Q(WEOEflTS OF THIS 5PIiB J. C A 1 3 1 0 1 . ALL 01:11 t0C 000 HAHUIACT1I R I H G I ' R B i S S E S PERFI3UHED IN lilt: 0111118 5 1 A 1 I 5 OF (11IP PLANT METALLumotUAUTY IÔE MANACER t$U3) MR 16 314E7 'V TYP '1/4 ADD PLATES 3/47 x2 3/4"x2'-6" CENTERED ON SLOTS C. L. BM. C.L. ROD 1 1/8 MAX.- EITHER _____ SIDE TYP.71/4 ___ 1/4 SOLDIER PILE SIZE PER SCHED. 1/2" STIF. FL. - ---- .•' 'V - 20l U.N.O. _L -CAST WEDGE -PL. 1/27x6"x8" PLAN FRONT TYR, TIE--BACK ANCHOR. CONNECTION .g— j 83ZflVJ.N3 3Ad 1v3s dYl iona H1DN31 JV8 siv it 11VèAO ii 'oN 1NIJd dO L oN I33HS 36L C 0 A •NOSa . 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I-) wwç io (-wou ,j) wuig SVM V. SUBMI1TAL RETURN FORM PATE April 1, 1998 Project .Alp Avenue Widening Leucadia Parallel 2411 FM Submittal No 9-2 Owner Leucadia County Water District Dated 03125/98 Contractor CA Rasmussen, Inc Contract No Attention: Blame Barth - City of Carlsbad Submittal Description: PVC Pipe and Fittings, Miscellaneous items Specification Section: 28, 31 and 35 Submittal Prepared By: Steve Deering The above submittal has been examined with the resulting action as indicated below: No Exceptions Taken (NET) XAmend And Resubmit (AAR) Make Corrections Noted (MCN) Rejected ITEM SPECIFICATION REQUIREMENTS REMARKS - . - See attached sheets for comments. RECEIVED APR 0 6A ENGINEERING - DEPARTMNI Distribution: By: Steve Deering Dudek & Associates, Inc. Page 1 of 1 April 1, 1998 1155-02 City of Carlsbad - La Costa Avenue Widening El Camino Real to Interstate 5- Contract No. 3215 Submittal No. 9-2, Specification Sections, 28, 31, and 35 Comments by Steve Deering, PE, DUDEK & Associates, Inc. for Leucadia County Water District Brief Listed Requirements and Submittal Status: AMEND AND RESUBMIT 24" PVC Pipe AWWA C905, DR 18 No Exceptions Taken 4". 6. 8" PVC Pipe Amend and Resubmit If using AWWA C900 pipe, provide DR14 pipe to meet the minimum wall thickness as Schedule 80 PVC pipe. If using Schedule 80 PVC, then submit same. Gate Valves Rejected Provide ductile iron body, gates, and bonnets conforming to ASTM A-536. Provide operating rating pressure of 250 psi and factory tested at 500 psi. Provide minimum of 16 mil fusion-bonded epoxy coating and lining conforming to AWWA C550. Tapping valves shall be furnished with tapping flange having a raised face or lip. Tapping valve shall have boltiess restrained joint ends. Other requirements per spec. Sewage Air Release Valves No Exceptions Taken Crispin US20B and US40B, rated for 150 psi use 1/4" orifice. Provide 316SS flange bolts and nuts (parts 33 and 34). Tapping Sleeves No Exceptions Taken JCM 412 Tapping Sleeves. Gaskets shall be of nitril rubber. High Deflection/Repair Couplings Certainteed for C900 Pipe No Exceptions Taken. Head Manufacturing for C905 Pipe No Exceptions Taken. La Costa Avenue Widening 1155-02 Submittal 9-2 Page 2 PVC Fittings Amend and Resubmit If supplying C905 pipe use C905 fittings. Nuts. Bolts and Gaskets Amend and Resubmit Indicate area of use. DIP flange gaskets shall be per American Cast Iron submittal. Valve Box Covers No Exceptions Taken. South Bay Foundry Sewer Valve Box Underground Detectable Tape Provide the following information Elongation Printability Flexibility Inks. S. Foil thickness Top and bottom layer materials Bond strength Green color for sewer. Amend and Resubmit C. A. Rasmussen, Inc.. 4~~ 5205 Avenida Encinas, Suite A, Carlsbad, CA 92008 Certification To: Blame Barth / City of Carlsbad CC: Roy Valadez From: Drew Boriolo Date: March 24, 1998 Re: Certifications/ material specifications for PVC pipe. "I hereby certify that the material given in this submittal is that proposed to be incorporated in this Project, is in compliance with Contract Documents, can be installed in allocated spaces, and is submitted for approval." By: Title: Project Manager Date: 3/24/98 Company Name: C. A. Rasmussen, Inc. - DLJDEK & ASCATES, INC. THIS' REVIEW DOES NOT RELIEVE THE CONTRACTOR O TH RESPONSIBILITY TO Cr- A4 Ti) T.:. .iAi'T D)CUMENTS 0 NO O MAKE ....... .' : OTED AMEND AO O REJECTED RECEIVED MAR 2 4 ,4 DATE qfi SUBMITTAL NO._'1- ENGINEERING DEPARTMENT I 4..- LA COSTA AVENUE WIDENING 12 1p OWNER/ENGINEER: CITY OF CARLSBAD 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CA. 92008 CONTRACTOR: C.A. RASMUSSEN 5205 AVENIDA ENCINAS, SUITE "A" CARLSBAD, CALIFORNIA 92008 SUBMITTALS 4 TAB "A' PVC PIPE AWWA C-900 CL-150 PVC PIPE, J.M. MFG. AWWA C-905 CL-235 PVC PIPE, J.M. MFG. TAB "B" GATE VALVES AWWA C-509 FLANGED RESILIENT WEDGE GATE VALVES, AVK SERIES 25 FUSION EL&C WITH LOW ZINC STEM TAB "C" SEWAGE AIR RELEASE VALVES 2" SEWAGE AIR RELEASE VALVE, CRISPIN US20B WITH 16 MIL INTERIOR/EXTERIOR FUSION EPDXY 4" SEWAGE AIR RELEASE VALVE, CRISPIN US40B WITH 16 MIL INTERIOR/EXTERIOR FUSION EPDXY NOTE: ENGINEER TO SPECIFY ORIFICE DIAMETER TAB "D" TAPPING SLEEVES JCM SERIES 412 FABRICATED STEEL TAPPING SLEEVES WITH FUSION EPDXY COATING AND S/S NUT & BOLTS TAB "E" HIGH DEFLECTION/REPAIR COUPLINGS 4-12" HD/REPAIR COUPLINGS, CERTAINTEED 14-30" HD/REPAIR COUPLINGS, HEAD MFG. TAB "F" PVC FITTINGS ASTM D-1784 SCHEDULE 80 PVC FITTINGS AND FLANGES, SPEARS MFG. TAB "G" NUTS, BOLTS AND GASKETS ASTM F593-F594 T-316 S/S BOLTS AND NUTS, TRIAC FASTENERS COMPRESSED ASBESTOS GASKETS 1/16" THICK RING, TRIPAC FASTENERS TAB "H" VALVE BOX COVERS 8" C/I GATE CAP, SOUTHBAY FOUNDRY B52 TAB "I" UNDERGROUND DETECTABLE TAPE LINETEC TYPE "A" DETECTABLE MARKING TAPE 4 j &J111flCA tifiJJtx ii - w --'- ,.r .- .' 16 r IK - - AIP 41, -I I. Air tole d '04 - 4* '., • P to For use in municipal water systems, firelines and other critical services. Strength Class 100, 150 and 200 Blue Brute water pipes have long-term hydrostatic strength that meet the commonly accepted high safety requirements of municipal water systems. Blue Brute conforms to cast iron O.D.'s and is available in 4", 6", 8", 10" and 12" sizes in Class 100, 150, and 200. Meets AWWA C900 Underwriters Laboratories and NSF 61 Listed, Factory Mutual Approved. J-M Manufacturing's Blue Brute Class 150 and 200 PVC water pipes are listed for critical use in firelines and water mains and are F/M approved. Blue Brute Class 100 is intended for water mains. Light weight A 20 foot length of Class 150, 8" Blue Brute water pipe weighs approximately 181 pounds. That makes it easy to load, easy to transport and easy to handle. Installers prefer it because it goes into the ground quickly - thus saving on installation costs. Long laying lengths A standard laying length of Blue Brute PVC water pipe is 20 feet. That means you can cover a lot of ground during installation. At the same time, you eliminate the cost of unnecessary joints. Corrosion resistance Blue Brute is unaffected by electrolytic or galvanic corrosion, or any known soil or water condition. You don't have to worry about tuberculation, or the need for costly lining, wrapping, coating or cathodic protection. Quality control Without exception, each length of pipe is hydrostatically tested and subject to inspection by our quality control inspectors throughout every step of the manufacturing process. Flow capacity This PVC water pipe has a smooth interior that stays smooth over long years of service with no loss in carrying capacity. Its coefficient of flow is C = 150 (H&W) - the best available in common use in water systems. This capacity often allows savings in pumping costs as well as savings on the size of pipe required. Field cutting You can cut Blue Brute with a powersaw or an ordinary handsaw. It eliminates the need to invest in costly cutting equipment. Service life Because it is nonmetallic, the pipe does not lose strength due to either potable water corrosion or external galvanic or soil corrosion. And its design includes a surge allowance for a 2 ft/sec. stoppage of flow. Ring-Tite joints with factory installed rings Blue Brute's Ring-Tite joint can be assembled quickly. Seated in a deep groove, the flexible elastomeric ring provides a tight seal that protects the line from shock, vibration, earth move- ment and compensates for expansion and contraction of pipe lengths. And there's no field mixing or application of cement. It's a simple push-together joint that remains tight under normal operating conditions. Ring-Tite joint with factory installed ring factory installed Spigot pipe rubber sealing ends are ring provides supplied tight, flexible from factory seal with bevels. Installation Product should be installed in accordance with J-M Publication TR-704B, "Blue Brute® PVC Class Water Pipe, Installation Guide." 2 integral part of the pipe length with the same strength. 7-. Flow characteristics and dimensions Flow chart Class 100 (DR 25) Velocity Head loss Velocity Head loss Velocity Head loss Velocity Head loss Velocity Head loss ft./sec. psi/i 00' ft./sec. psi/1 00' ft./sec. 'psi/1 00' ft./sec. psi/1 00' ft./sec. psi/1 00' Gals./ Pipe size (in.) mm. 4 4.39 I.D. 6 6.30 I.D. 8 8.28 I.D. io 10.16 I.D. 12 12.08 I.D. 100 2.12 0.16 200 4.24 0.57 2.05 0.10 300 6.35 1.21 3.07 0.21 400 8.47 2.07 4.10 0.35 2.38 0.09 500 5.12 0.53 2.98 0.14 600 6.15 0.75 3.57 0.20 2.38 0.07 700 7.17 0.99 4.17 0.27 2.77 0.10 800 8.20 1.27 4.76 0.34 3.17 0.13 2.24 0.05 900 9.22 1.58 5.36 0.42 3.56 0.16 2.52 0.07 1,000 5.96 0.51 3.96 0.19 2.80 0.08 1,500 8.93 1.09 5.94 0.40 4.20 0.17 2,000 7.92 0.69 5.60 0.29 2,500 . 9.90 1.04 7.00 0.45 ' 3,000 8.40 0.62 9.80 0.83 Classj50(DRj5) 1 Gals./ Pipe size (in.) mm. 4 4.23 I.D. 6 6.09 I.D.c 8J 7.98 I.D. 10 9.79 I.D.12 11.65 I.D. 200 4.57 0.69 2.20 0.12 300 6.85 1.46 3.30 0.25 400 9.13 2.48 4.41 0.42 2.57 0.11 500 5.51 0.64 3.21 0.17 2.13 0.06 600 6.61 0.89 3.85 0.24 2.56 0.09 700 7.71 1.18 4.49 0.32 2.98 0.12 2.11 0.05 800 8.81 1.52 5.13 0.41 3.41 0.15 2.41 0.06 900 . 9.91 1.89 5.77 0.51 3.84 0.19 2.71 0.08 1,000 6.41 0.61 4.26 0.23 3.01 0.10 1,500 9.62 1.30 6.39 0.48 4.51 0.21 2,000 . 8.52 0.82 6.02 0.35 2,500 7.52 0.53 3,000 9.03 0.74 Class 200 (DR 14) Gals./ Pipe Size (in.) Mm. 4 4.07 I.D. 6 5.86 I.D. 8 7.68 I.D. 10 9.42 I.D. 12 11.20 I.D. 100 2.47 0.23 200 4.93 0.83 2.38 0.14 300 7.40 1.76 3.57 0.30 2.08 0.08 400 9.86 2.99 4.76 0.51 2.77 0.14 500 5.95 0.77 3.46 0.21, 2.30 0.08 600 7.14 1.07 4.16 0.29 2.76 0.11 700 8.33 1.43 4.85 0.38 3.22 0.14 2.28 0.06 800 . 9.52 1.83 5.54 0.49 3.68 0.18 2.60 0.08 1,000 6.93 0.74 4.60 0.28 3.26 0.12 1,200 5.53 0.39 3.91 0.17 1,400 6.45 0.52 4.56 0.22 1,600 7.37 0.67 5.21 0.29 2,000 9.21 1.01 6.51 0.43 2,500 8.14 0.66 3,000 9.77 0.92 Coefficient of flow is c = 150 (Hazen and Williams). Velocity and head loss data are based on nominal inside diameter, which is outside diameter minus twice thickness T (nom.). 3 The physical (or chemical) WARRANTY properties of J-M products J-M warrants that its standard products are manufactured described herein represent in accordance with its applicable material specifications typical average values ob- and are free from defects in workmanship and materials, tamed in accordance with using J-M's specifications as a standard. Every claim under accepted test methods and this warranty shall be deemed waived unless in writing and are subject to normal manu- received by J-M within thirty (30) days of the date the facturing variations. They defect was discovered, and within one (1) year of the date are supplied as a technical of the shipment. Claims for product appearance defects, service and are subject such as sunbleached pipe etc., however, must be made to change without notice. within thirty (30) days of the date of the shipment. J-M must first be given an opportunity to inspect the product alleged to be defective in order to determine if it meets J-M specifications and if the handling, installation, and operating conditions have been satisfactory and in accor- dance with J-M recommended practices. Products sold by J-M which are manufactured by others are warranted only to the extent and limits of the warranty of the manufac- turer. The limited and exclusive remedy for breach of the above warranty by J-M shall be the resupply of a like quan- tity of non-defective product. J-M shall not be liable for any INCIDENTAL, CONSEQUENTIAL, OR OTHER DAMAGES OF ANY KIND, INCLUDING, WITHOUT LIMITATION, ANY EXPENSES FOR REMOVAL OR REINSTALLATION RESULTING FROM ANY DEFECT. J-M MAKES NO OTHER REPRESENTATION OR WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, IN FACT OR IN LAW, INCLUDING, WITHOUT LIMITATION, THE WARRANTY OF MERCHAN- TABILITY AND WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, OTHER THAN THE LIMITED WARRANTY SET FORTH HEREIN. Visit our website at www.jmpipe.com J-M SALES & MARKETING / J-M PIPE CUSTOMER SERVICE CENTER 201/535-1633 OR 800/621-4404 J-M PIPE J-M Manufacturing Company, Inc. 9 Peach Tree Hill Road Livingston, NJ 07039 TRX-27 REV. 3197 8-0, Inc. Made in USA Dimensions (average) Class 100 (DR 25)* Pipe Outside Nom. inside T(min.) E Approx. Wt. size (in.) dia. (in.) dia. (in.)** thick. (in.) dim. (in.) D9 lbs./ft. 4 4.80 4.39 .192 4.75 6.4 1.9 6 6.90 6.30 .276 5.50 8.8 3.9 8 9.05 8.28 .362 6.25 11.4 6.7 10 11.10 10.16 .444 7.00 13.8 10.1 1-3.20-..-.h 12.08 .528 7.80 15.9 14.4 4 4.60 4.23 .267 4.75 6.5 2.6 6 6.90 6.09 .383 5.50 9.0 5.3 9.05 7.98 .503 6.25 11.6 9.2 10 11.10 9.79 .617 7.00 14.1 13.9 12 13.20 11.65 .733 7.80 16.7 19.7 Class 200 (DR 14)* 4 4.80 4.07 .343 4.75 6.8.. 3.2 6 6.90 5.86 .493 5.50 9.4 6.7 8 9.05 7.68 .646 6.25 12.1 11.6 10 11.10 9.42 .793 7.00 14.3 17.6 12 13.20 11.20 .943 7.80 16.9 25.1 a DR (Dimension Ratio) is the outside diameter divided by the minimum wall thickness T (mm.). Nominal inside diameter equals the outside diameter minus twice thickness T (nom.). O.D.0 80 or 150I Short form specification Accessories Blue Brute is backed up by all the items it takes for smooth installation of water pipe. Direct taps can be made with proper tapping tools. (See detailed instructions on tapping in the "Blue Brute Installation Guide", TR-704B.) Cast iron O.D. Available in 4", 6", 8", 10" and 12" sizes, this pipe can be connected directly into cast and ductile iron fittings without adaptors or complicated procedures. Scope This specification designates general requirements for unplasticized polyvinyl chloride (PVC) plastic class water pipe with integral bell and spigot joints for the conveyance of water and other fluids. Materials Pipe shall meet the requirements of AWWA C900, "Polyvinyl Chloride (PVC) Water Distribution". All Class 100 pipe shall meet the requirements of DR 25, Class 150 pipe shall meet the requirements of DR 18 and Class 200 the requirements of DR 14. Pipe All pipe shall be suitable for use as pressure conduit. Provisions must be made for expansion and contraction at each joint with an elastomeric ring. The bell shall consist of an integral wall section with a factory installed, solid cross section elastomeric ring which meets the requirements of ASTM F-477. The bell section shall be designed to be at least as hydrostatically strong as the pipe wall and meet the requirements of AWWA C900. Sizes and dimensions shall be as shown in this specification. Joint design meets qualification requirements of ASTM F3139. Hydro Testing Each pipe shall be tested to four times the pressure class of the pipe for a minimum of 5 seconds. The integral bell shall be tested with the pipe. Standard Laying Lengths Standard laying lengths shall be 20 feet (± 1") for all sizes. Pipe stiffness The pipe stiffness using F/ay for PVC class water pipe is contained in the table below: Class DR FAy (psi) 100 25 129 150 18 364 200 14 815 Quick burst test Randomly selected samples tested in accordance with ASTM D 1599 shall withstand, without failure, pressures listed below when applied in 60-70 seconds. Minimum burst Class pressure at 73°F (psi) 100 535 150 755 200 985 Drop impact test Pipe shall withstand, without failure at 73°F, an impact of a falling missile, Tup C, at the following levels. (Per ASTM D 2444). Pipe Impact size (in.) (ft./lbs.) 4 100 6 100 8 100 10 120 12 120 There shall be no visible evidence of shattering or splitting when the energy is imposed. 5 11 doo-oi i lI PIPE BIG BLUE 14" THRU 30" LARGE DIAMETER PVC C.I.O.D. PRESSURE PIPE AWWA C-905 HYDRO TESTED J-M MANUFACTURING COMPANY, INC. For use in transmission, municipal water systems and other services. Strength BIG BLUE water pipes have long-term hydrostatic Strength that meet the commonly accepted high safety re- quirements of municipal water systems. Conforms to cast iron O.D.'s and is available in 14" thru 24" in 235 psi; 14" thru 30" in 165 psi; and 30" only in 100 psi. Meets Accepted Standards AWWAC9O5 Underwriters Laboratories NSF listed - standard 61 Light Weight A 20 foot length of 16" DR25 BIG BLUE water pipe weighs approxi- mately 500 pounds. That makes it easy to load, easy to transport and easy to handle. Installers prefer it because it goes into the ground quickly - thus saving on install- ation costs. Long Laying Lengths A standard laying length of PVC water pipe is 20 feet. That means you can cover a lot of ground during installation. At the same time, you eliminate the cost of unnecessary joints. Corrosion Resistance BIG BLUE is unaffected by electro- lytic or galvanic corrosion, or any known soil or water condition. You don't have to worry about tubercul- ation, or the need for costly lining, coating or cathodic protection. Quality Control Without exception, each length of pipe is hydrostatically tested and subject to inspection by our quality control inspectors throughout every step of the manufacturing process. Flow Capacity This PVC water pipe has a smooth interior that stays smooth over long years of service with no loss in carrying capacity. Its coefficient of flow is C =150 (Hazen & Williams) - the best available in common use in water systems. This capaáity often allows savings in pumping costs as well as savings on the size of pipe required. Service Life Because it is nonmetallic, the pipe does not lose strength due to either potable water corrosion or external galvanic or soil corrosion. Ring-Tite Joints BIG BLUE's Ring-Tite joint can be assembled quickly. Seated in a deep groove, the flexible elas- tomeric ring provides a tight seal that protects the line from shock, vibration, earth movement and com- pensates for expansion and con- traction of pipe lengths. Its a simple push-together joint that remains tight under normal operating con- ditions. - Color Can be produced in brown or green as needed to meet local code requirements. Ring-Tite Joint Rubber sealing ring provides tight, flexible Spigot pipe seal. ends are supplied from factory with bevels. The bell is an integral part of the pipe length with the same strength. Cast Iron O.D. Available in 14", 16", 18", 20", 24", 30" sizes, this pipe can be connected directly into cast and ductile iron fit- tings without adaptors or complicated procedures. Dimensions should be checked for use with butterfly valves. Field Cutting You can cut Big Blue with a power- saw. It eliminates the need to invest in costly cutting equipment. Dg d___d______ r1 __ ____ I J T I N&E 0.D.-150 l.D. I- Dimensions (Average) . iSI(DRii Pipe Outside Nom. Inside T.(Min.) N & E 09 Approx. Size (in.) Die. (in.) Dia. (In.) Thick. (in.) REF. REF. Lbs./Ft; 14 15.30 13.50. 0.850 7.83 18.73 26.46 16 17.40 15.35 0.967 8.50 21.23 . 34.41 18 19.50 17.20 1.083 9.00 23.74 43.31 20 21.60 19.06 1.200 9.50 26.18 53.29 C~D 25.80 22.76 1.433 10.60 31.22 76.21 165 PSI (DR 25) 14 15.30 14.00 0.612 7.83 18.45 19.32 16 17.40 15.92 0.696 8.50 20.90 25.17 18 19.50 17.85 0.780 9.00 23.35 31.61 20 21.60 19.76 0.864 9.50 25.75 38.89 24 25.80 23.61 1.032 10.60 . 30.53 55.80 30 32.00 29.28 1.280 13.00 37.55 87.78 100 PSI (DR 41) 30 32.00 30.35 .780 13.00 36.48 54.65 Surge Pressures In Various Pressure Pipes It is important to notice that for the same conditions of interrupted flow, the pressure surges generated in pipe with high tensile moduli will be greater than the surges in low moduli (PVC) pipe of similar dimensions. As the modulus of tensile elasticity for a piping material increases, the resultant pressure surge ("water-hammer") caused by a change in flow velocity increases. For example, an instantaneous 2 fps (0.6 m) flow velocity change in an 18 inch water main will create surge pressures as shown in Table 1 fOr different pipe materials. TABLE 1 PRESSURE SURGES IN 18 IN. WATER MAIN (In Response to 2 fps (0.6 m/s) Instantaneous Flow Velocity Change) Pipe Product Pressure Surge, psi (kPa) Class 50 DI Pipe 100.0 (689) Class 150 AC Pipe 88.7 (611) 165 psi (DR25) PVC Pipe 29.3 -(202) Pressure surges in PVC pipe (1 2454B) of different dimen- sion ratios in response to a 1.0 fps (0.3m) instantaneous flow velocity change are shown in Table 2. TABLE 2 DESIGN TABLE FOR PVC PIPE - PRESSURE SURGE VS. DIMENSION RATIO (In Response to I fps (0.3 m/s) Instantaneous Flow Velocity Change) Dimension Ratio Pressure Surge, psi (kPa) 13.5 20.2 (139) 14 19.8 (139) 17 17.9 (123) 18 17.4 (120) 21 16.0 (110) 25 14.7 (101) 26 14.4 ( 99) 32.5 12.8 ( 88) 41 11.4 ( 79) Installation Product should be installed in accordance with J-M Publication TR-710, "Big Blue Installation Guide." Short Form Specification Scope This specification designates general requirements for unplasti- cized polyvinyl chloride (PVC) plastic class water pipe with integral bell and spigot joints for the con- veyance of water and other fluids. Materials Pipe shall meet the requirements of AWWA Standard C905 Polyvinyl Chloride (PVC) Water Transmission Pipe. All CL165 pipe shall meet the requirements of DR25. All CL235 shall meet DRiB and CL100 shall meet DR41. Pipe All pipe shall be suitable for use as pressure conduit. Provisions must be made for expansion and contrac- tion at each joint with an elastomeric ring. The bell shall consist of an integral wall section with a solid cross section elastomeric ring which meets the requirements of ASTM F-477. The bell section shall be designed to be at least as hydro- statically strong as the pipe wall and meet the requirements of AWWA C905. Sizes and dimensions shall be as shown in this specification. Joint design shall meet requirements of ASTM D-3139. Hydro Testing Each standard and random length of pipe shall be tested to two times the rated pressure of the pipe for a minimum of 5 seconds. The intergral bell shall be tested with the pipe. Physical Requirements Standard Laying Lengths Standard laying lengths shall be 20 feet ( ± 1") for all sizes. At least 85% of the total footage of pipe of any class and size shall be furnished in standard lengths. The remaining 15% can be furnished in random lengths. Random lengths shall not be less than 10 feet long. 4 Flow Characteristics 165 PSI DR 25 Pipe Size 14" 16" 18" 20" 24" 30" Gals! Velocity Pros. Drop Velocity Pros. Drop Velocity Pros. Drop Velocity Pros. Drop Velocity Pros. Drop Velocity' Pros. Drop Mm. FtiSoc. PSII100 Ft. FtJSec. PSiI100 Ft. FtiSec. P8111110 Ft. Ftl8ec. P811100 Ft. FtiSec. P811100 Ft. Ft.ISec. P811100 Ft. 800 1.667 0.026 900 1.875 0.033 1.450 0.017 1,000 2.084 0.040 1.611 0.021 1.283 0.012 1,250 2.604 0.060 2.014 0.032 1.604 0.018 1.307 0.011 1,500 3.125 0.084 2.417 0.045 1.924 0.026 1.568 0.016 1.099 0.007 1,750 3.646 0.112 2.820 0.060 2.245 0.034 1.830 0.021 1.282 0.009 2,000 4.167 0.143 3.222 0.076 2.566 0.044 2.091 0.027 1.466 0.011 2,500 5.209 0.216 4.028 0.115 3.207 0.066 2.614 0.040 1.832 0.017 3,000 6.251 0.302 4.834 0.162 3.848 0.093 3.137 0.056 2.198 0.024 1.481 .009 3,500 7.292 0.402 5.639 0.215 4.490 0.123 3.659 0.075 2.565 0.032 1.727 .012 4,000 8.334 0.515 6.445 0.275 5.131 0.158 4.182 0.096 2.931 0.040 1.974 .016 4,500 9.376 0.640 7.250 0.342 5.773 0.196 4.750 0.119 3.298 0.050 2.221 .020 5,000 10.418 0.778 8.056 0.416 6.414 0.239 5.228 0.145 3.664 0.061 2.468 .024 51500 11.460 0.928 8.862 0.496 7.056 0.285 5.750 0.173 4.030 0.073 2.715 .029 6,000 12.501 1.090 9.667 0.583 7.697 0.334 6.273 0.203 4.397 0.086 2.961 .034 6,500 13.543 1.116 10.473 0.676 8.338 .0.338 .6.796 0.236 4.763 0.099 3.208 .039 7,000 14.585 1.430 11.278 0.775 8.980 0.445 7.319 0.270 5.130 0.114 3.455 .045 7,500 12.084 0.881 9.621 . 0.506 7.841 0.307 5.496 0.129 . - - 8,000 12.890 0.992 10.263 0.570 8.364 0.346 5.862 0.146 3.949 .057 8,500 10.904 0.637 8.887 0.387 6.229 0.163 - - 9,000 11.545 0.708 9.410 0.430 6.595 0.181 - - 9,500 12.187 0.783 9.932 0.476 6.962 0.200 - - 10,000 12.828 0.861 10.455 0.523 7.328. 0.220 4.936 .087 10,500 10.978 0.573 7.694 0.241 - - 11,000 11.501 0.624 8.061 0.263 - - 11,500 12.023 0.677 8.427 . 0.285 - - 12,000 12.546 0.733 8.794 0.308 5.923 .122 12,500 9.160 0.333 - - 13,000 9.526 0.358 - - 13,500 9.893 0.384 . - - 14,000 10.259 0.410 6.910 .162 14,500 10.656 0.438 - - 15,000 10.992 0.466 - - 15,500 11.358 0.495 - - 16,000 11.725 0.525 7.897 .207 16,500 12.091 0.556 - - 17,000 12.458 0.588 - - NOTES: Flow Characteristics IqR18 Pipe Size 14" 16" 18" 20" Gaisl Velocity Pres. Drop Velocity Pros. Drop Velocity Pros. Drop Velocity Pres. Drop Velocity Pros. Droj Mm. FtiSec. PSiI100 Ft. FtiSec. P811100 Ft. Ft.ISec. P811100 R. FtiSoc. P811100 Ft. R./sec. P811100 Ft. 800 1.794 .031 900 2.018 .039 1.561 .021 1,000 2.242 .047 1.734 .025 1.379 .014 1,250 2.803 .072 2.167 .039 1.723 .022 1,500 3.304 .100 2.601 .054 2.068 .031 1.683 .019 1,750 3.924 .133 3.034 .071 2.413 .041 1.964 .025 2,000 4.485 .171 3.468 .091 2.758 .052 2.245 .032 1.577 .014 2,500 5.606 .258 4.335 .138 3.447 .079 2.806 .048 1.971 .021 3,000 6.927 .362 5.202 .194 4.136 .139 3.367 .067 2.365 .029 3,500 7.848 .481 6.069 .258 4.826 .147 3.928 .089 2.760 .039 4,000 8.970 .616 6.936 .330 5.515 .189 4.489 .114 3.154 .050 4,500 10.091 .766 7.803 .410 6.204 .234 5.050 .142 3.548 .062 5,000 11.212 .930 8.670 .499 6.894 .285 5.611 .172 3.942 .075 5,500 9.537 .595 7.583 339 6.172 .206 4.336 .090 6,000 10.404 .699 8.273 .399 6.734 .242 4.731 .105 6,500 11.271 .810 8.963 .465 7.295 .280 5.125 .122 7,000 12.138 .930 9.651 .531 7.856 .321 - - 7,500 13.005 1.056 10.341 .603 8.417 .365 5.913 .159 8,000 11.030 .679 8.978 .412 - 8,500 11.719 .760 9.539 .460 6.702 .201 9,000 12.409 .844 10.100 .512 - - 9,500 10.662 .565 7.491 .247 10000 11.223 .622 - - 10,500 11.784 .681 8.279 .297 11,000 12.345 .742 - - 11,500 12.906 .805 9.067 .351 12,000 13.467 .871 - - 12,500 14.028 1.940 9.856 .410 13,000 10.644 .473 13,500 - - 14,000 11.432 .540 14,500 15,000 15,500 16,000 16,500 17,000 NOTES: SHORT FORM INSTALLATION GUIDE This information is furnished in order to provide a brief review of the installation requirements for J-M Ring-Tite® PVC pipe. Check to see that the rubber ring is properly seated in the bell groove,, and that the bell and spigot are clean before assembly. Apply the approved lubricant to the spigot end of the pipe only - paying particular attention to the bevel. The coating should be equivalent to a brush coat of enamel paint. Assemble the joint to the reference mark only. If undue resistance to insertion of the spigot is encountered, or the reference mark does not reach the flush position, disassemble the joint and check the position of the rubber ring. J-M's recommendation for 14" thru 30" Big Blue Only is that the angular deflection at the joint is a maximum of 1.5 degrees. This will produce an offset in a 20' section of approximately 61/2 inches. Prior to backfilling, check to see that the reference mark is flush with the end of the bell. For a complete Installation Guide, contact your Distributor, or call our Product Assurance Department at (800) 621-4404. 7 The physical (or chemical) WARRANTY properties of J-M products J-M warrants that its standard products are manufactured described herein represent in accordance with its applicable material specifications typical average values ob- and are-free from defects in workmanship and materials, tamed in accordance with using J-M's specifications as a standard. Every claim under accepted test methods and this warranty shall be deemed waived unless in writing and are subject to normal manu- received by J-M within thirty (30) days of the date the facturing variations. They defect was discovered, and within one (1) year of the date are supplied as a technical of the shipment. Claims for product appearance defects, service and are subject such as sunbleached pipe etc., however, must be made to change without notice. within thirty (30) days of the date of the shipment. J-M must first be given an opportunity to inspect the product • alleged to be defective in order to determine if it meets J-M specifications and if the handling, installation, and operating conditions have been satisfactory and in accor- dance with J-M recommended practices. Products sold by J-M which are manufactured by others are warranted only • to the extent and limits of the warranty of the manufac- turer. The limited and exclusive remedy for-breach of the above warranty by J-M shall be the resupply of a like quan- tity of non-defective product. J-M shall not be liable for any INCIDENTAL, CONSEQUENTIAL, OR OTHER DAMAGES OF ANY KIND, INCLUDING, WITHOUT LIMITATION, ANY EXPENSES FOR REMOVAL OR REINSTALLATION RESULTING FROM ANY DEFECT. J-M MAKES NO OTHER REPRESENTATION OR WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, IN FACTOR IN LAW, INCLUDING, WITHOUT LIMITATION, THE WARRANTY OF MERCHAN- TABILITY AND WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, OTHER THAN THE LIMITED WARRANTY SET FORTH HEREIN. J-M SALES & MARKETING / J-M PIPE CUSTOMER SERVICE CENTER 201/535-1633 OR 800/621-4404 J-M PIPE J-M Manufacturing Company, Inc. 9 Peach Tree Hill Road Livingston, NJ 07039 TR-605 (REV. 2/95) B-O, Inc. Made in USA AVK RESILIENT SEATED GATE VALVE, 200 PSI 25/40 Materials: Body, Bonnet Cast iron ASTM Al 26 class B Gland flange Ductile iron ASTM A536 Coating Electrostatically applied fusion-bonded epoxy-resin, 10-14 mil inside and out. Meets or exceeds AWWA C550. Wrench nut Cast iron ASTM Al 26 class B - painted black for clockwise dosing, red for counterclockwise closing Stem Standard: ASTM copper alloy no. C86500, manganese bronze -.-- Option a): Low zinc bronze ASTM copper alloy no. C99500 Option b): Stainless steel AISI 420 13% chromium Wedge Cast iron ASTM Al 26 class B vulcanized with SBR-rubber compound Stem seal box, ASTM copper alloy no. C35330 Wedge nut, Support ring Anti friction Polyamide washers Bonnet bolts ASTM Al 64 zinc coated steel sealed with hot melt Gland bolts, ASTM Al 53 zinc coated steel Hexagon bolt Bonnet gasket, ASTM D2000 Buna "N" nitfile rubber Wiper, ring, 0-ring stem seals, 0-ring gland seal To AWWA C509 (NRS) Flanged Ends to ANSI B 16.1, class 125 Valve Sizes 2 1/2" through 16" Utilisation: For water and neutral liquids to max. 160°F Tests: Hydraulic test to AWWA C509 Shell test: 400 PSI Seat test: 200 PSI Operating torque test Options: Handwheel Normally clockwise to close, optionally counterclockwise to dose Subject to change without notice American AVK 192 3425408F AVK RESILIENT SEATED GATE VALVE, 200 PSI 25/40 To AWWA C509 (NRS) Flanged Ends to ANSI B 16.1 - 1975 class 125 Valve Sizes 2 1/2" through 16" omponent list - 1. Hexagon bolt 12. Bonnet bolt seals 2. Washer 13. Valve bonnet 3. Wrench nut 14. Bonnet gasket 4. Gland bolts 15. Bonnet bolts 5. Wiper ring 6. Stem seal box Stem Support ring 7. 0-ring stem seals 18. Wedge nut 8. Gland flange 19. Wedge, vulcanized 9. 0-ring gland seal 20 Wedge body 10. Anti friction washers 21. Valve body 11. 0-ring stern seal Ref. nos. size H L D E K Holes F B Turns to open Weight Lbs 25-065-40 2 1/2" 12.16 7.50 7.00 0.71 5.50 4 3.94 2.0 11 45 25-080-40 3" 12.40 8.00 7.50 0.79 6.00 4 4.33 2.0 13 50 25-100-40 4" 13.58 9.00 9.00 0.98 7.50 8 4.96 2.0 14 73 25-150-40 6" 17.56 10.50 11.00 1.06 9.50 8 6.22 2.5 21 117 25-200-40 8" 21.50 11.50 13.50 1.14 11.75 8 7.13 2.5 26 183 25-250-40 10" 24.72 13.00 16.00 1.22 14.25 12 799 2.5 32 282 25-300-40 12" 27.68 14.00 19.00 1.30 17.00 12 8.50 3.0 38 367 25-350-40 14" 34.65 15.00 21.00 1.40 18.75 12 8.80 3.0 44 592 25-400-40 16" 34.74 16.00 23.50 1.44 21.25 16 10.75 2.2 51 810 ;1k r/fM AIR AND VACUUM PERFORMANCE CURVES UNIVERSAL SEWER AIR RELEASE VALVES OPERATION The Universal Sewer Air Release Valve is designed to permit automatic escape of large quantities of air from a pipeline when the line is being filled, and permit air to enter the pipeline when the line is being emptied. It will also allow accumulating air to escape while the line is in operation and under pressure. This is accomplished through the functioning of a compound lever system in conjunction with a large and small orifice in one integral body casting As the liquid rises into the valve, air escapes through the large orifice to the atmosphere. Liquid entering the valve raises the float and lever system, carrying with it the pressure plunger and the main valve. When the liquid has raised the float to its limit, the stainless steel main valve rests against the seat and the pressure plunger also rests against its seat, which is the main valve. In this posi- tion, the valve is closed and no liquid can escape. The valve body is elongated, as are other sewage air release valves. This helps to keep solids and debris away from the valve seating mechanism. If accumulating air rises into the valve while the line is in operation and under pressure, it will displace the liquid at the top of the valve body and the float will drop as the liquid level recedes. As this occurs the pressure air release valve will open, permitting-the escape of the accumulated air, after which the liquid level will rise and the valve will close. Should the pipeline be drained through natural processes or a large break develops, the float will drop all the way down as the liquid level drains from the valve body. The valve will then stay in the full open position permitting the entrance of air and eliminating danger of pipeline collapse due to vacuum. These cycles will repeat automatically as each condition presents itself, and the valve will function satisfactorily with hot or cold water, and in the presence of many chemicals and oil base liquids. MODEL INFORMATION Iiilet Sl.. -2 6" Outlet Size 1" 2" 3" I 4" 6" Model Ng.'.' ' US1OS. USL2O O4 U0 I U840 i Screwed Iplet Screwed Inlet wl Backflush US1OSB USL20B US20SB US20B US30B US40B 125 lb. Flange Us2i 1. 125 lb. Flange wt Backflush US21B US31B US41.....US61 US41B US6IB AVAILABLE ORIFICE SIZES Mulpeua Operutlug Preu.ure V,Ivç Modet No USL2 * USISS U2I & US26S US3I VS4a 1US6* 150 psi 3/16 1/4 I/4 I/4 1/4- 300 psi 3/3 l/8" l/ 1/8 1/8' .......0 ••m•mmmmum•••um•••um•mrim•u..... ON VA N mu mum.. m m•uuvi•n••mm• au••muumu•u uu•uu•um muu•• UP mnuuumm u ' urm mm .iwu•• DISCHARGE IN SCFM Operating Pressure Orifice Size in Inches . psig 150 24.4 54.6 98 300 .47 -105 MULTIPLEX Manufacturing Co. Rev. 6/97 600 Fowler Ave., P.O. Box 427, BERWICK, PA 18603 I 800-247-8258 I 717-752-4524 I (FAX) 717-752.4962 101 UNIVERSAL SEWER AIR RELEASE VALVES DIMENSIONS AND WEIGHTS Modal Wet I US10S 211x111 12%1' I&W 16bi1 SS :. 0526 2"x2" 25%" 294' SS US20S 211x2" 12%" 10V 11 Ibs SS US21 2"x2"2 36%" 19W 5 ," 06.Us lbs SS US30 3'x3" 29" 34%" 11" 15'419 71h 144 lbs SS US31 3"0" 29" 33" US40 411x4" 31" 3:70 12%" :16%. i5Ib 159lba 53 US41 4"4" 3111 40%" 12%" 1614" 149'lbs 226 lbs SS U861 6"x6' 26%" 57" 14%" 26%" 21011:15 35 IBBF r4tLL a I..hL UNIVERSAL SEWER VALVES Part UL Nuft Material IP. PROTECTOP CAST IRON IS. TOP CAST IRON 2 FLANGE CAST IRON - BODY. SCREWED CAST IRON 3F 2' ONLY BODY. 125 LB. FLCD. CAST IRON 3FH 21 ONLY BODY, 250 LB. FLCD. CAST IRON 4 A & V FULCRUM STAINLESS STEEL 4A A& VFULCRUM_BOLT STAINLESS STEEL - VALVE LEVER STAINLESS STEEL LINK STAINLESS STEEL - BALL LEVER STAINLESS STEEL - BALL FLOAT STAINLESS STEEL - CA FLOAT ROD STAINLESS STEEL 10 BALL FULCRUM STAINLESS STEEL 11 VALVE PLUNGER BUNA-NISTAINLEES STEEL 12 PLUNGER NUT STAINLESS STEEL IS PRESSURE SEAT STAINLESS STEEL 16 PRESSURE FULCRUM STAINLESS STEEL I? SEAT CAGE STAINLESS STEEL IS A & V SEAT BUNA-N 2121 ONLY PRESS, LIMIT STOP STAINLESS STEEL 23 BEARING PIN STAINLESS STEEL 23A BEARING PIN STAINLESS STEEL 24 BEARING PIN STAINLESS STEEL -25 BEARING PIN STAINLESS STEEL 26 PIN CLIP STAINLESS STEEL 292' ONLY DRAIN PLUG STEEL 30 FULCRUM WASHER FIBRE 31 FULCRUM WASHER FIBRE 32 FLANGE GASKET ARMSTRONG 33 FLANGE BOLT STEEL 34 FLANGE NUT STEEL 36 BALL FULCRUM NUT STEEL The air and vacuum orifice and pressure air release orifice close simultaneously after the pump starts and liquid enters the valve body. The small orifice opens to continuously release accumulating air as it collects in the valve body. The large air and vacuum orifice will only open again when a vacuum occurs upon pump shut-down. Becaure 0(11w unpredidthle natwe daw* harld1whingatBehmenta are recommended, There attachments will permit the valve to be cleaned periodically, to help maintain the system deign ciflciency. 'All Crispin Valves are designed for a cold water working pressure of 300 PSIG. MULTIPLEX Manufacturing Co. Rev. 6/97 600 Fowler Ave., P.O. Box 427, BERWICK, PA 18603 /800-247-8258 I 717-752-4524 I (FAX) 717-752.4962 j;4J: 7 ORIFICE DIA. 1/4" CI 3/18" I/B" CI 3/32" MAXIMUM WORKING PRESSURE USIOS4JSL20 USRO.US40 ISOPSIG 1GOPSIG 300 PSIG 300PSIG 02 I8sIjRL LasLET £i28 U01.63 SIZE . B VEIG= 1• 1 0* usios 2" NPT I" NPT 10 1/8" 12 3/4" 49 0* usiOsa 2" NPT I" NPT 13 3/4 16 1/2" 60 0* USL20 2" 1121 1" NPT 9 3/4" 21 1/2" so 0* u5L208 2" 1121 1 1121 11 1/4" 25 3/4" 62 O uszos 2" 1121 2" NPT 10 1/8" 12 3/4" 34 O US20S8 211 1121 2" NPT 13 3/4" 16 1/2" 66 Cl US20 2" Nfl 2" 1121 10 1/8" 23 3/4" 93 0 U5208 2" Nfl 2" 1121 13 1/2" 29 1/2" 103 0**us2j 2" CI. 123 2" 1121 10 1/8" 29 1/4" 99 0**us2la 2" CL 123 2" 1121 13 1/2' 36 1/4" 139 0 US30 3" 1121 3 1121 11" 29" 127 0 US308 3" 1121 3" 1121 13" 34 5/8" 144 US31 3 CL 125 3" Nfl 11" 29" 137 05318 3" CL 125 3" NPT 15" 37 3/8" 190 Ci US4O 4" 1121 4" 1121 12 1/2" 31" 133 ..-i*..' 0 USAOB 4" NPT 4" NPT 16 1/2" 31" 164 0541 4 CL 123 4" NPT 12 1/2" 31" 149 0 US41B 4" CL 125 4" NPT 16 1/2" 40 1/4" 226 O 0561 6" ci. 125 6" NP? 14 1/2" 26 1/2" 210 0 0861B 6" CL: 125 6" 1127 26 1/2" 37" 360 * P2018GbPS ARE NOT AVAILABLE INCLUDES ANSI CL 123 COMPANION FLANGE AND NIPPLE PANT NO. MATERIALS U 0 IF PROTECTOP (CAST IRON) OPTIONAL 13 * Is TOP (CAST IRON) STANDARD * 2 FLANGE (CAST IRON) * 3 BODY (CAST IRON) 4 A & V FULCRUM (STAINLESS STEEL) 5 PRESSURE FULCRUM (STAINLESS STEEL) 6 VALVE LEVER (STAINLESS STEEL) 7 LINK (STAINLESS STEEL) 8 BALL ;EVER (STAINLESS STEEL) 9 FLOAT (STAINLESS STEEL) 10 BALL FULCRUM (STAINLESS STEEL) II PLUNGER (BUNA-N/STAINLESS STEEL) 12 PLUNGER NUT (STAINLESS STEEL) IS PRESSURE SEAT (STAINLESS STEEL) 17 SEAT CAGE (STAINLESS STEEL) 18 A 6 V SEAT (BUNA-N) 23 REARING PIN (STAINLESS STEEL) 23A BEARING PIN (STAINLESS STEEL) 24 REARING PIN (STAINLESS STEEL) 23 BEARING PIN (STAINLESS STEEL) 26 BEARING PIN CLIP (STAINLESS STEEL) 30 FULCRUM WASHER (FIBRE) 31 FULCRUM WASHER (FIBRE) 32 FLANGE GASKET (ARMSTRONG) 33 FLANGE BOLT (STEEL) 34 FLANGE NUT (STEEl.) 35 A 6 V FULCRUM NUT (STEEL) 36 BALL FULCRUM HUT (STEEL) 38 BALL FLOAT ROD (STAINLESS STEEL) 40 FLUSH PLUG (CAST IRON) SO INTF.KFERFJ1CF. nH (STAINI.KSS STEEl.) OPTIONAL BACEPLUSH ATTACIDIENTS PANT NO. MATERIALS PANT NO. MATERIALS IN HOSE ASSEMBLY (STAINLESS STEEL. 88 INLET GATE VALVE (BRASS) CADMIUM PLATED. RUBBER) 96 GASKET (ARMSTRONG) 2B NIPPLE (STEEL) lOB BOLT (STEEL) 36 NIPPLE (STEEL) IIB NUT (STEEL) 46 NIPPLE (STEEL) I" GATE VALVE (BRASS) *O2130IAL MATERIAL 0 DUCTILE IRON DATE 4-89 I W UNIVERSAL SEWER VALVEVALVES MULTIPLEX Manufacturing Co. DRAWING NO. SS 22 OOFewI.r Ave.. P.O. In 427. IERWICK, PA 116031100.24742511717.75245241(FAX) 717.7524982 103 UNIVERSAL SEWER AIR RELEASE VALVES The valve(s) shall be installed at the high points in the system or at points selected by the engineer. This will permit discharging the surge of air from an empty line when filling and relieve the vacuum when draining the system. The valve(s) shall also release an accumulation of air when the system is under pressure. This shall be accomplished in a single valve body. The valve shall operate through a compound lever system which will seal both the pressure orifice and the air and vacuum orifice simultaneously. This lever system shall permit a orifice to release an accumulation of air from the valve body at a capacity of ___________ scfm of air at a pressure of psig. The valve body and top shall be cast iron. The internal linkage and float shall be stainless steel. The valve(s) shall be CRISPIN Model __________ Universal Sewer Air Valve as manufac- tured by Multiplex Manufacturing Co., Berwick, Pa. The valve(s) shall be ___________"NPT screwed as ANSI Class (125,250) flanged inlet connection. Valves which operate with the air and vacuum valve disc held in a cradle with slots through which air must flow will not be acceptable. OPTION: K protectop shall be supplied to prevent dirt and debris from entering the outlet of the valve. OPTION: Soft seating material for use when valves are applied at operating pressures less then 20 psig. OPTION: The valves shall be supplied with backflushing attachments so that the interior body can be flushed periodically for proper operation. PART NO. PART NAME MATERIALS 1P Protectop Cast Iron ASTM A126 Class B is Top Cast Iron ASTM A126 Class B 2 Flange - Cast Iron ASTM A126 Class B 3 Body Cast Iron ASTM A126 Class B 4 A&V Fulcrum Stainless Steel ASTM A240 4A Fulcrum Bolt Stainless Steel ASTM A276 6 Valve Lever Stainless Steel ASTM A240 7 Link Stainless Steel ASTM A240 8 Ball Lever Stainless Steel ASTM A240 9-9A Ball Float-Rod Stainless Steel ASTM A240/A582 10 Ball Fulcrum Stainless Steel ASTM A582 11 Plunger Stainless Steel ASTM A276IBUNA-N 12 Plunger Nut Stainless Steel ASTM A276 15 Pressure Seat Stainless Steel ASTM A276 16 Pressure Fulcrum Stainless Steel ASTM A240 17 Seat Cage Stainless Steel ASTM A240 18 A&V Seat Rubber BUNA-N 23,23A,23,25 Bearing Pin Stainless Steel ASTM A582 26 Pin Clip Stainless Steel ASTM A313 30,31 Fulcrum Washer Fibre 32 Flange Gasket Armstrong N-8090 33 Flange Bolt Steel SAE J429 Grade 2 34 Flange Nut Steel ASTM A563 Grade A 36 Ball & Fulcrum Nut Steel ASTM A563 Grade A 50 Interference Pin Stainless Steel 18/8 MULTIPLEX Manufacturing Co. 600 Fowler Ave., P.O. Box 427, BERWICK, PA 18603/800-247-8258/717-752-4524/FAX 717-752-4962 Scotchkow." 134 Fusion Bonded Epoxy Coating I- PRODUCT DESCRIPTION Scotchkote Brand 134 Fusion Bonded Epoxy Coating is a one-part heat curable, thermosetting epoxy coating designed for corrosion protection of metal. The epoxy is applied to-preheated steel as a dry powder which melts and cures to a uniform coating thickness. This bonding process provides excellent adhesion and coverage on applications such as valves, pumps, pipe drains, hydrants and porous castings. Scotchkote 134 is resistant to wastewater, corrosive soils, hydrocarbons, harsh chemicals, and seawater. Powder properties allow easy manual or automatic application by electrostatic or air-spray equipment. Nc primer required. 1 Particularly suitable for electrostatic or air-spray application on preheated metal articles. . ' • Can be electrostatically applied to unhealed metal oartsand subsequently cured by, baking. i Long gel time allows application on large or complex articles minimizing fear of runs. sags. laminatior.s. or unsightly overspra9. - • Especially useful for coating the inside 01 pipe or other fabrications where a smooth corrosion-resistant coaling is required. . Can be machined by grinding or cutting to meet ciose tolerance requirements. Allows easy visual inspection of coated ãrticIe. Canoe painted with alkyd paint. acrylic lacquer, or acrylic enamel for color coding. Will not sag, cold (low, or become. soft in storage.. Long-term storage under most climatic conditions. Lightweight for lower Shipping costs. Protects over wide temperature range. Resists direct burial soil stress. High adhesion and toughness. • Resists cavitation. Resists cathodic disbandment. : • Excellent chemical resistance. u Suitable for elevated temperature service in presence of H.S. CO, CH,, crude oil and brine when applied over phenolic primers. .i Long-term performance history in water, sewage, and other service environments. Scotchkote 134 is United States Environmental Protection Agency acceptable for use as a coating in contact with potable water. It also meets the requirements of American Water Wo?4s Association Standards C213 ano C550. 02/19/98 14:52 FAX 717 752 4962. cRISPIN-MULTIPLI •• .. a ( C ............4 ' ': Remove oil, grease and loosely adhering deposits. Abrasive blast clean the surface to SSPC-SPiO or NACE No.2 near-white. Apply mechanical masks oirnask viid cotch giand Glass Cloth Tape 361 or Scorch Brand Aluminum FóI Tape 425 as required. Preheat article to thedesired application temperature per cure specifications. - Deposit Scotchkote 134 by powder spray to the specified thickness. •Cure according to cure specifications. Visually and electrically inspect for coating flaws after the coating has cooled. Repair all defects. Rust Blast Preheat Apply Post Bake CURE SPECIFICATIONS ., Sco1c!cie 134 may be applied to metal articles which have been preheated to a remoerature of 300011r) kote 134 must be 450°F (149: to 232°C). After application, Scotc h Temperature cured according to the cure guide to achieve maximum performance properties. of the Article at Time of . If Scotchkote 134 is electrostatically applied to unheated parts, the cure time should Powder Typical Cure be measured from the time the coated partreaches the cure temperature. After cure. the Application Gel Time Time coating may be force cooled using air or water to facilitate inspection and handling. 4754(2460C) 40 seconds 7 mm. 450°F (232°C) 60 seconds 10 mm. 00°F(2040C) 120 seconds 15min . .. .,• . .. 35G:F (177°C) 330 seconds 25 mm. ..... Property -. . : .. . Value Color . • • Fort Greàn Specific Gravity — Powder • .1:51 ': (Air Pycnometer)' . . Coverage • 127 lLVIb/mll .. . 0,66 rn3/kgMim Fluid Bed Density . .': .: 33 tbs/1 530 kg/rn3 Shelf Life at 80°F (27°C) 18 months Average Gel lime 400°F (204°C) '120 seconds Edge Coverage 12%-18% Minimum Explosive 0.03 oz/ft' Concentration 30,6 glm3 Ignition Temperature 986°F (530°C) Qh 003 'S I S .s.aI. a&• •.&s,a.a a. . . • •• _____________________________________ _ _ _ _ _ - •. All tests performed on Scotchkote 1341pplied over a I mil (25.4 microns) phenolic pnmi I iquid phnsc for all test r.nndilions 330/6 kerosenc. 33% toluene. 34% brine so'utn 5% NaCl. Test Conditions Gas Phase Results Autoclave, 120°F (490C), 99.5% CO, Excellent adhesion, no coating. 48 hours 1500 psi (10.3 MPa) 0.5% HIS lOSS Of bliSt&S:ifla4UOUs,. hydrocarbon or gasphase Autoclave. 150°F (660C). 80% CH. Excellent adhesion, no coating 48 hours 2200 psi (15.2 MPa) 12% CO2 loss or blisters In aqueous. 8% H2S hydrocarbdn.orgáhsse Autoclave. 200°F (930C), 86% CH. Excellent adhsIo coating . 24 hours 3300 psi (22.8 MPa) 8% CO,toss orblisters inaUebüs,. 6% H1S hydrocarbon orgas phase - Autoclave, 300°F (1490C). 90% CH1 Excellent adhesion; no coating 24 hours 3000 psi (20.7 MPa) 10% CO, loss or blisters in aqueous, Trace HS hydrocarbon or aas chase ... :••. . .. are ,.a# Property Adhesion Adhesion to Steel (Shear) Impact Test Description S.. • .. Results Elcomeler 4000 psi 2l0kg/tm ASTM 01002 .4309 psi. 10 mu 1 (254 micron) glue line . 302 kg(cn Gardner 5/8 in (1.6 cm) diameter top .. 160 in—lbs 1/8inx3inx3in - •1.,8kg•m (0.32 cm 7,6 cm x 7.6 cm) steel panel Barcol ASTM D 2583 .23 ASTM 01044 . 0,07 glass cS-lll000gweight ... . 5000 cycles - . 310° to —100°F (1540 10.73°C) 10 cycles no effect 4inx4in(10,2cmxlo,2cm) .. . coated panel ..:: . ASTM G17 -400 to 240°F (40° to 116°C) . . ASTM 02370 7300 psi :.- 513kg1cm2 . ASTM 02370 . : 4.2% ASTM 0695 . :. 12800ps1 gaokg/cmz API R1251-2-1968. App 8 . . 23° ASTM 0 149 . . 1000 volts/mu 39.4 wlmm 160°F (71°C) immersion Goad adhesion. No blistering 120 days ASTM O257 12x10ohm'cm. MiL-1-6923E callsócictTi.iC°/cin:.- 3M 10 mu (254 micron) free film 30 days 6.5 g/m1 .........• - MIL-STD 810-B Method 508 . Fungined.- .• MIL-E-5272C ASTM G 235000 hours Surfacechalk ' Bureau of Reclamation 25 cycles :. . No effect 30 day, 5 volt, 5% NaCl sand'crock . . . Dlbbñhient diameter 230°F(110°C) . 24riitflaVerage 3/8 in (9,5 mm) coupon . . _30 pipe diameters. mandrel bend at 73°F (23°C) .. 1.9°/diameter iengttt:. Hardness Abrasion Resistance Thermal Shock Penetration Tensile Strength Elongation Compressive Strength Coefficient at Friction Electric Strength Hot Water Resistance Electrical Resistivity Thermal Conductivity Water Absorption Fungus Resistance Salt Fog Weatherumeter Soil Stress - Burial Salt Crock Bendability ILI 02/19/98 14:52 FAX 717 752 4962 CRISPIN—SITJLTIPLt Acetic Acid up to 25% Ferric Nitrate Potassium Borate Acetone (Softened) Ferric Sulfate Potassium Carboiate Aluminum Chloride Ferrous Nitrate Potassium Chloride Aluminum Hydroxide . Ferrous Sulfate Potassium Dichromate up to 10% Aluminum Nitrate Formaldehyde up to 100% Potassium Hydroxide.. Aluminum Sulfate Formic Acid up to 10% Potassium Nitrate Ammonium Carbonate Freon. Gas& Liquid Potassium Sulfate Ammonium Chloride Gas (Mig.) Propylene Glycol Anmonjum Hydroxide up to 100% Gas (Natural) . Sewage Ammonium Nitrate Gasoline Leaded Silver Nitrate Ammonium Phosphate Gasalipe Unleaded Soap Solution Ammonium Sulfate Glycer;ne . Soaps Amyl Alcohol Heptana Sodium Bicarbonate Barium Carocrate iiexane Sodium Bisulfate Barium Cilcride HexyleniGlycol Sodium Carbonate Barium Hydroxide Hydrochloric Acid up to 25% Scdium Chlorate Barium Nitrate . Hydrofluoric Acid up to 40% Sodium Chloride Barium Sulfate Hydrogen Sulfide Sodium Hydroxide Benzene Isopropyl Alcohol Sodium Mete Silicate up 1a5% 3cr1c Acid Jet Fuel Sodium Nitrate Borax Kercsene Sodium Sulfate Butyl Alcohol Linseed Oil Sodium Thiosulfate up to 50% Cadmium Chloride Lubricatiflg Oil . Stannic Chloride Cadriium Nitrate Magnesium Carbonate Sulfur Cadmium Sulfate Magnesium Chloride SuUurc Acid up !o 60% Calcium Carbonate Magnesium Hydroxide Synthetic Sea Fuel (60% Naphtha; Calcium Chloride Magnesium Nitrate 20% Toluene, 1.5% Xylene. Calcium Hydroxide Magnesium Sulfate 5% Benzenè) Calcium Nitrate MEK (Softened) Synthetfc Silage-.',*.: Calcium Sulfate Mercuric Chloride Tetrapropylene Calcium Disulfide Methanol (Softened) -- Toluene Carbon Tetrachloride MIBK (Methyl Isobutyl Ketone) Triethylene Glycol Caustic Potash Mineral Oil Trisodium' Phosphate Caustic Soda Mineral Spirits Turpentine C!orine 2% . M_o.'asses Undecanol Citric Acid up to 25% Motor Oil Urea Copper Chloride Muriatic Acid Urine Ccpper Nitrate Naphtha Vinegar Copper Sulfate Nickel Chloridá Water Crude Oil Nickel Nitrate . Chlorinated yc!o!iexane Nickel Sulfate Demineralized Cyclohexene . Nitric Acid up 1030% Distilled Cyclopentane Nonane Sail Cetergent Octane Sea Diesel Fuel Oxalic Acid Xyloi Diethyene Glycol. Pentane Zinc Chloride Dioropylene Giycol Perchioroethylene Zinc Nitrate Ethanol (Softened) Phosphoric Acid up to 50% Zinc Sulfate Ehylbenzene . Phosphorous Trichloride 10-10-10 Fe'tilizer, Saturated Ethylene Glycot Potassium Aluminum Sulfate Ferric Chloride UD to 50% Potassium Bicarbonate !ls (! Wi ei C! :a :C31S On 511111lar pIOUCIS 41006 PIPELINE PRODUCTS Ware,works Tools for The Professional 3116" STEI CYLINDEF HASP FOR PADLOCK NNED MIN. 1/2" LIFTING WELD TO TC 3 ANCHOR CLIPS WITH 1/2" HOLE WELD TO CYLINDER 3116" STEEL LID, WELD TO CYLINDER AND GRIND VALVE SIZE DIAMETER HEIGHT 18"__- B 2" 36" 4" 24" 40" SEWAGE COMBINATION AIR VALVE ENCLOSURE - %IITI% (II • eAp., fAI IfIIA - • ,e -7 - '-•s,. JCM 412 Fabricated Tapping Sleeve Built-in benefits make these heavy fabricated steel sleeves increasingly popular for making larger taps on all types of pipe. By placing the design emphasis on eliminating problems inherent with older pipe and field installations, JCM 412 Tapping Sleeves have taken the complexity out of d tapping larger pipe. BUILT IN RANGE Assures proper fit on more than one class of pipe - reducing inventory requirements and the chance of not having the right size sleeve. EASE OF ASSEMBLY Eliminates extra equipment, time and specially trained personnel. READILY AVAILABLE Means taps can be made without long delays - even taps on special sizes of pipe - or ser- vices requiring high pressure flanges. DIRECT REINFORCEMENT OF PIPE... by sleeve eliminates flexing or deflection of pipe opposite the tap. Less weight than heavy. cast iron sleeves reduces the load on the pipe. JCM 412 TAPPING SLEEVES ASSURE A SAFE DEPENDABLE TAP A large gasket cross section provides a positive initial seal which increases with increases in line pressure. The built-in test plug provides a means of checking all seals prior to beginning the tap. Alignment recess for aligning sleeve and tapping valve. Test Plug steel In ti .tapping S Corrosion resistant, high strength low alloy bolts and nuts. Optional Stainless Steel. Broad cross section gasket set In retaining cavity. Heavy steel sleeve with built-in range reinforces pipe - elimi- nates deflection possibility. JCM 412 Tapping Sleeves... Fast, Simple, Safe Built-in benefits make these heavy fabricated steel sleeves increasingly popular for making larger taps on all t of pipe. By placing the design emphasis on eliminating problems inherent with older pipe and field JCM 412 Tapping Sleeves have taken the complexity out of tapping larger pipe. Built in range assures proper fit on more than one class of pipe - reducing inventory require- ments and the chance of not having the right size sleeve. Ease of assembly eliminates extra equipment, time and specially trained personnel. Ready availability means taps can be made without long delays - even taps on special sizes of pipe - or services requiring high pressure flanges. Direct reinforcement of the pipe by the sleeve eliminates flexing or deflection of pipe opposite the tap. Less, weight than heavy cast iron sleeves reduces the load on the pipe. Most important, JCM 412 Tapping Sleeves assure a safe dependable tap. A large gasket cross section provides a positive initial seal increases with increases in line pressure. 1 )uilt-in test plug provides a means of ctiecicing all seals prior to beginning the tap. 412 TAPPING SLEEVE DIMENSIONS Flange Size A B C D F 3 12 5 4-1/32 3-1/2 6 3/4 4 12 5 5-1/32 4-1/2 6 3/4 6 j 12 5 1 7-1/32 *6,1/2 6 3/4 8 1 16 5-1/8 9-1/32 8-1/8 8 314 10 20 5-1/2 11-1/16 10-1/4 10 314 12 24 5-3/4 13-1/16 12-1/4 1 12 3/4 For outlets 14" and larger the manufacturer of the tapping valve must be specified to aessure proper alignment recess dimension. Size on size tapping sleeve requires 1/2" undersize cutter to assure p cutter clearance and complete severance of the coupon. 'I rninal pipe size 7.45 and smaller dimension D Is 6-1/8". MATERIAL SPECIFICATIONS BODY: ASTM 283 Grade C or ASTM A-36 Steel BOLTS: Corrosion Resistant, high strength low alloy (AWWA C-ill. ANSI A21.11). Optional Stainless Steel 188 1,pe 304. FLANGE: AWWA C207 Class D. ANSI 1501b. Dulling, recessed for tapping valve MSS-SP60. Other flanges and outlet available upon request. GASKET 'Compounded for use with water, salt solutions, mild acids and bases. FINISH: Heavy coat of corrosion resistant n,Ift1C Optional Fusion Epoxy Coating available. SERVICE RATING: 4" to 12" Outlets: 250 PSI. Hier service rating available for specific applications and sizes. 58 FEB-19-1998 14:36 JCM INDUSTRIES, INC. 808749524 P.d JCM Epoxy Coating JCM Epoxy coated fittings are coated with a tough coating of thermosetting epoxy resin applied to surfaces shot or sand blasted to white metal. The virgin epoxy resin is applied to preheated fittings to a minimum dry film coating thickness of 12 mug on the external, 15 mils on the Internal. The finished coating is free of voids, laminations and blisters. It has excellent resistance to abrasion and impact as well as salt spray and immersion in water; good resistance to acids and alkalies and hydrocarbons. Recommended for above and underground water, gas and sewage piping systems. JCM Epoxy coating meets the requirements of AWWA C213. 1CJ1A TOTAL P.02 "Ell ca Pipe Insertion Depth C" Closure/Repair Coupling High Deflection (HD) Coupling r-1--1 .1 1—- *_ L '—I CP; PVC (HD) High Deflection Stop Couplings & Closure/Repair Couplings for Cast Iron O.D. pipe. (Vinyl-iron® Municipal Water Pipe AWWA C900) PVC High Deifectlon (HD) Stop Couplings and Closure/Repair Couplings for Cast Iron O.D. pipe from CertainTeed offer a quick, simple solution to unwanted but necessary repairs or changes to existing municipal water piping systems, and for easy connection of short or cut lengths required in most piping installations. PVC High Deflection (HD) Stop Couplings and Closure/Repair Couplings enable the installation or repair crew to remedy virtually all problems encountered in making tie-in connections. These two types of couplings allow for the job to be completed quickly, so the piping system can be restored with minimal service disruption. PVC High Deflection (HD) Stop Couplings and Closure/Repair Couplings supplied by CertainTeed are manufactured of extruded PVC coupling stock and are precision machined to exacting standards. They are available in 4", 6", 8", 10" and 12" sizes in 200 psi working pressure rating and meet the requirements of AWWA Standard C900 Municipal Water pipe, and comply with National Sanitation Foundation (NSF) Standard No. 61 for potable water service. Each coupling is hydrostatically tested to 800 psi, 4 times its rated working pressure of 200 psi. All sizes and classes are listed by Underwriters Laboratories Inc. (U/L) and are Factory Mutual (FM) approved for underground fire lines. Each HD Stop and Closure/Repair coupling is supplied complete with gaskets. Dimensions HD (High Deflection) Closure/Repair Stop Coupling • Coupling C-goo CO Sealing Pipe L" insertion Cplg. Weight Weight Size O.D.* Class Length P' Depth O.D. Part # Lbs./Pc. Part # LbsJPc. 4" 4.800 200 (DR14) 7.250 % 3%" 5.964 74071 4.00 74281 3.5 6" 6.900 200 (DR14) 8.250 /io 4'/e" 8.366 74072 8.24 74282 7.2 1" 9.050 200 (DR14) 9.250 3/4 45,V 10.947 74073 15.62 74283 13.7 11.100 200 (DR14) 11.125 /8 59M' 13.361 74074 27.45 74284 22.3 12" 13.200 200 (0R14) 12.000 /8 6" 15.836 74075 40.96 74285 36.1 *o.D (Outside Diameter) of pipe to be repaired. ¼ Assembly of HD (High Deflection) Coupling and Closure/Repair Couplings. O.D. Verification Verify O.D. (Outside Diameter) of pipe being jointed to be compatible. (See Table #1). Cutting When cutting pipe to be used with couplings, square cuts are essential. When making field cuts, it is best to use a PVC pipe cutter to ensure square ends. A hand or power conventional saw may be used if pipe cutter is not available. Field Beveling A bevel is required on the spigot end of the pipe being installed in the coupling. The preferred method of beveling is using a PVC pipe beveling tool that is especially made for PVC Municipal Water pipe. Hand tools like a course file or rasp can also be used to create bevel, refer to Table #1 for bevel dimensions. Clean Gasket and Pipe Spigot Gaskets are shipped pro-assembled in the couplings. Using a rag, wipe interior of coupling and spigot end of pipe free of all foreign materials. Note: if interior of coupling gasket groove is dirty or contains debris, carefully remove gasket and thoroughly clean gasket groove in coupling and reinstall the gasket. Make sure the flat surface of the gasket faces inside the coupling and the rounded edge faces the coupling entrance. Make sure the gasket is evenly seated in the groove by running your finger all the way around the inner face of the gasket. Full insertion Mark Spigot end of pipe to be installed must have 's full insertion mark (refer to Table #1) put on the pipe. This mark indicates when the pipe is fully inserted into the coupling. F Apply Lubricant Apply lubricant to the gasket surface that is exposed (never to the gasket groove) and to the pipe spigot from the end of the pipe to the full, insertion mark, especially the rounded edge of the gasket and the taper on the spigot. In the case of repair coupling use, lubricate pipe entire distance coupling will have to travel on pipe. Use only approved lubricants supplied by CertainTeed. WARNING: substances not specifically formulated for this purpose may deteriorate pipe and/or gaskets. CertainTeed El C,, h Insertion — Depth—f T 0j. G-1 Assembly of HD (High Deflection) Coupling Push the spigot end into the coupling until it hits the stop in the coupling. The full insertion mark on the pipe should be about flush with the end of the coupling. Use a bar and block if needed. A "come-along" or puller may also be used, but be sure that the pipe and coupling are protected from the chains typically used with these types of devices. G-2 Assembly of Closure/Repair Coupling Push the spigot end into the coupling until the spigot is up against the backside of the far gasket. Align the other length of pipe, and slide the coupling back until the full insertion mark on the pipe is flush with the end of the coupling or not exposed. Use a bar and block if needed. A "come-along" or puller may also be used, but be sure that the pipe and coupling are protected from the chains typically used with these types of devises. Table #1 C" Size O.D. Insertion Depth* P 4 4.80 3% 6 6.90 4¼ 8 9.05 45/8 34" 10 11.10 5%e 12 13.20 6 *Minimum when using closure repair coupling. Note: Use of HO (High-Deflection) Couplings if installed properly can yield up to 5 Degrees deflection (2V2 Degree per side) per coupling. HD Stop Couplings enable the use of plain end by plain end pipes. Each coupling is capable of deflecting 5 degrees and can be used in place of small bends or where it is not desirable or possible to bend the barrel of the pipe. Rend Radius Chart (4"-12") Min. Radius with 50 Per Coupling Offset Pipe Length Deflection (No Pipe Bending) Per 20' Length 20' 229' 21" 10' 115' 0'/" 75' 86' 8" 5' 57' 5¼" Installation Average field conditions are assumed, and therefore, the engineer is the sole authority regarding actual installation specifications and procedures. To Repair Damaged Pipe—two closure/repair couplings required. Simply cut out and remove damaged area. Make sure pipe ends are cut square and tapered. Clean pipe ends and lubricate well for a distance equal to one half the length of the closure/repair coupling being used. Make a mark on both pipe ends equal to '/2 the length of the closure/repair coupling. Measure and cut a pup joint approximately 21h to 3'/2 inches shorter than the distance between the two pipe ends being repaired. Both ends of the pup must be square cut and tapered, cleaned and well lubricated at least a distance equal to the length of the closure/repair coupling being used. Make sure closure/repair coupling is clean, and lubricate the closure/repair couplings exposed ring surfaces. Install both closure/repair couplings on the pup by pushing each one onto the pup until the spigot reaches the back of the far gaskdt. Position the pipe with the closure/repair couplings installed and push the closure/repair couplings back over the existing pipe line up to the marks that indicates '/a the length of the closure/repair coupling. The repair is omplete, except for backfilling. Example of tie-in to repair existing system. DAMAGED PIPE IlIJIlLI 011 CUT OUT DAMAGED AREA I I PUP JOINT & TWO CLOSURE/REPAIR COUPLINGS SLIDE CLOSURE/REPAIR COUPLINGS I fl ON TO PUP JOINT UNTIL SPIGOT L-------- I REACHES BACKSIDE OF FAR GASKET INSERT INTO GAP SLIDE BACK CLOSURE/REPAIR COUPLINGS HD Stop Coupling Installation Similar to that of the closure/repair coupling except coupling will not ride over the pipe end. Stop couplings have a built in center stop and can only be installed as an in-line coupling. Applications are for in-line coupling joint in areas where sufficient space allows coupling to be used, when shorter than standard length of pipe is required or when connecting to fittings, hydrants etc., and especially when a small bend is needed to change line or grade. Nominal Size L lbs * 1011 18.000 •1211 22.000 141N 23.500 * 16W 25L000 * 18 IN 24.500 95 *2flIN 25.000 * 241N 26.000 • *30W 28.000 L MANUFACTURING INC. eipon; REPAIR COUPLER Material: DR 181 C900-905 - Size: (per chart). Configuration: Gasket x Gasket 'Cakdatad Measuremer Submit copy of *awing with order to assure deensional complity. "Fll C PVC SCHEDULE 80 FITTINGS 80-2-0297 PERFORMANCE ENGINEERED & TESTED SPEARS Schedule 80 GEON® PVC fitting designs combine years of proven experience with computer generated stress analysis to yield the optimum physical structure and performance for each fitting. Material reinforcement Is uniformly placed in stress concentration areas for substantially improved pressure handling capability. Resulting products are subjected to numerous verification tests to assure obtaining the very best PVC fittings available. . Full 1 /W Through 12' Availability Spears comprehensive line of injection molded PVC fittings offers a variety of configurations in molded Schedule 80 sizes 1/4" through 12" and Spears exclusive CLI50 Flanges in sizes 1/2" through 16". Exceptional Chemical & Corrosion Resistance Unlike metal, PVC fittings never rust, scale, or pit, and will provide many years of maintenance-free service and extended system life. High Temperature Ratings GEONG PVC thermoplastic can handle fluids at service temperatures up to 140°F (600C), allowing a wide range of process applications, including corrosive liquids. Higher Flow Capacity Smooth interior walls result in lower pressure loss and higher volume than conventional metal fittings. Lower Installation Costs Substantially lower material costs than steel alloys or lined steel, combined with lighter weight and ease of installation, can reduce installation costs by as much as 60% over conventional metal systems. Additional Fabricated Configurations through 18' Extra large, hard-to-find, and custom configurations are fabricated from Schedule 80 pipe. Fittings are engineered and tested to provide foil pressure handling capabilities according to Spears specifications. Ir . Advanced Design Specialty Fittings Spears wide range of innovative, improved products include numerous metal-to-plastic transition fittings and unions with brass thread inserts and Spears' patented stainless steel reinforced (SR) plastic threads. GEON® PVC Valves SPEARS GEON® PVC Valve products are available for total system compatibility and uniformity; see SPEARS' THERMOPLASTIC VALVES PRODUCT GUIDE & ENGINEERING SPECIFICATIONS (V-4). Sample Engineering Specifications All PVC Schedule 80 injection molded fittings shed be produced by Spears Manufacturing Company from PVC, call classification 12454-13, conforming toASTM Standard D 1784. All injection molded PVC Schedule 80 fittings shall be listed for potable water service by the National Sanitation Foundation (NSF) and manufactured in strict compliance ASTM D 2467. All PVC flanges shall be designed and manufactured to meet CL150 bolt pattern per ANSI Standard B16.5 and rated for a maximum internal pressure of 150 psi, non-shock at 73°F. Assessed to GEON® PVC Thermoplastic Material Temperature Pressure De-Rating OF (°C) ITemperature System Operating F(23) 3 80 (27) 90 (32) 100 (38) 110 (43) 120 (49) 130 (54) 140 (60) PVC % 90% 75% 62% 50% 40% 30% 22% NOTE: Threaded PVC products should not be used at temperatures above 110°F (43°C). Valves. Unions and Specialty Products have different elevated temperature ratings than pipe and fittings. GEON® PVC Basic Physical Properties ASTM Test Properties Method PVC Mechanical Properties, 73°F Specific Gravity, g/cm 0792 1.40 Tensile Strength, psi 0638 7,000 Modulus of Elasticity, psi D 638 440,000 Compressive Strength, psi 0695 9,000 Flexural Strength, psi D 790 13,200 Izod Impact, notched, ft-lb/in D 256 .65 Thermal Properties Heat Deflection Temperature,F at 66 psi D 648 165 Thermal Conductivity, BTU/hr!sq ftPFfin C 177 1.2 Coefficient of Linear Expansion, in/in/°F D 696 3.1 x 10 Flammability Limiting Oxygen Index, 4 02863 43 UL 94 Rating 94V-0 Other Properties Water Absorption, % 24 hr. D 570 .05 Industry Standard Color White, Gray ASIM Cell Classification D 1784 12454-B NSF Potable Water Approved Yes GEON® PVC Chemical Resistance PVC is generally inert to most mineral acids, bases, salts and paraffinic hydrocarbon solutions. For more information on PVC chemical resistance refer to the Chemical Resistance of Rigid GEON® Vinyls Based on Immersion Test, Technical Service Report 15. NOT FOR USE WITH COMPRESSED AIR OR GASES Spears Manufacturing Company DOES NOT RECOMMEND the use of thermoplastic piping products for systems to transport or store compressed air or gases, or the testing of thermoplastic piping systems with compressed air or gases in above and below ground locations. The use of our product in compressed air or gas systems automatically voids any warranty for such products, and its use against our recommendation is entirely the responsibility and liability of the installer. WARNING: DO NOT USE COMPRESSED AIR OR GAS TO TESTANY PVC OR CPVC THERMOPLASTIC PIPING PRODUCT OR SYSTEM, AND DO NOT USE DEVICES PROPELLED BY COMPRESSED AIR OR dAS TO CLEAR SYSTEMS. THESE PRACTICES MAY RESULT IN EXPLOSIVE FRAGMENTATION OF SYSTEM PIPING COMPONENTS CAUSING SERIOUS OR FATAL BODILY INJURY. () PACIFIC SOUTHWEST 15880 Olden Street Sylmar (Los Angeles), CA 91342 P.O. Box 9203, Sylmar. CA 91392 (818) 364-1611 (800) 882-1499 FAX: (818) 387-3014 NORTHEAST 543 Industrial Drive Lewisberry (Harrisburg). PA 17339-9532 (717) 938-6844 (800) 233-0275 FAX (717) 938-8547 NORTHWEST 3902 'W Street N.W. Auburn (Seattle). WA 98002 (206) 939-4433 (800) 347.7327 FAX (206) 939-7557 SOUTHEAST 2751 Miller Road Decatur (Atlanta). GA 30035 (770) 981-7122 (800) 662-6326 FAX: (770)981-6108 ROCKY MOUNTAIN 4800 Nome Street Denver, CO 80239 (303) 371-9430 (800)777-4154 FAX: (303) 375-9546 FLORIDA 3445 Bartlett Boulevard Orlando, FL 32811 (407)643-1960 (800) 327-6390 FAX: (407) 425-3563 SOUTH CENTRAL 1838 FOrms Drive Carrollton (Dallas). TX 75008' (972) 245-0387 (800)441-1437 FAX (972) 245-4205 MIDWEST 854 Fairway Drive Bensenville (Chicago), IL 60106 (830) 773.0075 (800) 662-6330 FAX (630) 773-0435 THE -W N't 100*1 4p UTAH 1415 S07 700 West #3 Salt Lake City. UT 84104 (801) 972-0659 FAX (801) 972-0688 INTERNATIONAL SALES 15853 Olden Street Sylmar (Los Angeles). CA 91342 P.O. Box 9203 Sylmar, CA 91392 (818) 364-1611 FAX: (818):898-3774 SPEARS®MANUFACTURING COMPANY CORPORATE OFFICES 15853 Olden Street, Sylmàr, California 91342 P.O. Box 9203, Sylmar, CA 91392 (818) 364-1611 / kj © Copyright 1997 Spears Manufacturing Company. All Rights Reserved. Printed in the United States of America 2/97. 80-2-0297 [PVC & CPVC INJECTION MOLDED CLASS 150 'FLANGES $ $ [Ii Van Stone SfyIe Flange - Slip (Two-piece) LF :N=MOJL Part Number Size Max. O.D. L M N R Bolt Circle Die. No. of Bolt Holes Bolt Size Mm. Bolt Length Approx. Wt. (l.b.) pvc cpvc pVC I cpyc 654-005 854-005C 112 3-112 1 1-7/32 1/8 1/2 2-3/8 4 1/2 2 .19 .21 854-007 854.007C 3/4 3-7/8 1-1/8 1-7/16 1/8 1/2 2-3/4 4 1/2 2 .24 .26 854-010 85"10C 1 4-1/4 1-1/4 1-3/4 118 9/16 3-1/8 4 1/2 2-1/4 .38 Al 854-012 854-012C 1-1/4 4-5/8 1-3/8 2-1/8 1/8 5/8 3-1/2 4 1/2 2-1/4 .40 .44 854.015 854-015C 1-1/2 .5 1-1/2 2-7/16 1/8 11/16 3-718 4 1/2 2-1/2 .54 .59 854.020 854-020C 2 6 1-5/8 2-15/16 1/8 3/4 4-3/4 4 5/8 3 .92 00 854-025 854-025C 2-1/2 7 1-15/16 3-5/8 3/16 15/16 5-1/2 4 5/8 3-1/4 1.37 149 854-030. 854-030C 3 7,1/2 2-1/4 4-1/4 1/4 1 6 4 5/8 3-1/4 1.87 2.04 854-040 854-040C 4 9-1/16 2-1/2 5-1/4 1 1/4 1-1/8 7-1/2 8 5/8 3-1/2 2.30 2.50 854-050 - 5 10-1/8 2-7/8 6-1/4 1 1/4 1-1/8 8-1/2 8 3/4 3-3/4 1 323 - 854-060 854-060C 6 11-1/4 3-3/8 7-1/2 3/8 1-1/4 9-1/2 8 3/4 4 4.06 4.91 854-080 854080C 8 13-9/16 4-1/2 9-5/16 1/4 1-3/8 11-3/4 8 3/4 .4-1/2 6.09 625 854-100 554-100C 10 16-1/16 5-13/16 11-3/4 3/8 1-11/16 14-1/4 12 7/8 5 . 12.38 12.92 854-120 554-120C 12 19 7-1/2 13-3/4 9/16 1-11/18 17 12 7/8 . 5 17.12 17.80 854-140 - 14 21 7-11/16 15-1/2 1 1/2 2 18-7/8 12 1 5-1/2 28.80 - 854-160 - 16 23-9/16 8-11/16 17-11/16 1/2 2-3/8 21-1/4 16 1 6-1/2 1. 37.50 - N Van Stone Style Flange - Flpt L (Two-Piece) WXT Cam M" 0A Put Number Size Max. O.D. L M N R Bolt Circle Dl.. No. of Bolt Holes Bolt Size Mm. Bolt Length Approx. %M. (Lbs.) PVC cpvc PVC cvc 855.005 855-005C 1/2 3-1/2 1 1-3/16 1/4 1/2 2-3/8 4 1/2 . 2 .19 .21 855-007 855-007C 3/4 3-7/8 1-1/8 1-7/16 5/16 1/2 2-3/4 . 4 .. 1/2 2 .25 .27 855-010 855-OIOC 1 4-1/4 1-114 1-3/4 1/4 9/16 3-1I8 4 .1/2 2-1/4 . 39 43 855-012 855-012C 1-1/4 4-5/8 1-3/8 2-1/8 3/8 5/8 3-1/2 4 1/2 2-1/4 .42 .48 855-015 \ 855ç016C 1.1/2 5 11/2 2-7/16 7/16 11/16 3-7/8 4 1/2 2.112 .56 .61 855-020 855i020C 2 6 1-5/8 2-15/16 9/16 3/4 4-3/4 4 5/8 3 .95 1 1.04 855-025 855.025C 2-1/2 7 1-15/16 3-5/8 3/8 15/16 5-1/2 4 5/8 3-1/4 1.41 1.54 855-030 855-030C 3 7-1/2 2-1/4 1 4-1/4 5/8 1 6 4 5/8 3-1/4 1.95 2.12 855-040 j 855-040C 4 9-1/16 4-1/2 1 5-1/4 J.,1/4 1 1-1/8 7-1/2 8 5/8 3-1/2 . 2.26 2.48 Spurs Manufacturing Company TRIPA FASTENERS FASTENERS FOR THE WATERWORKS AND CONSTRUC770N INDUSTRIES "SUBMITTAL INFORMATION" "STAINLESS STEEL BOLTS. HEX CAP SCREWS, AND STUDS" "STAINLESS sii±L NUTS" ABSTRACT FROM ASTM F593 & F594 "T-316" GRADE: 18 CHROMIUM. 10 NICKEL 2 MOLYBDENUM (AISI TYPE 316] CHEMICAL REQUIREMENTS: CARBON, MAX MANGANESE PHOSPHOROUS. MAX SULFUR. MAX SIUOCN CHROMIUM NICKEL MOLYBDENUM PERCENT MAXIMUM 0.08 2.00 0.045 0.030 I .O 16.0 10.0 2.0- 0 MECHANICAL REQUIREMENT: TENSILE STRENGTH (KSI) VIEW STRENGTHS (KSI) EWNGA11ON (%) HARDNESS IROCKVJ ANNEALED STOCK THUS REQUIRING A I) SIZES 0.75 IN. AND LARGER MAY BE T-316,31 6, F593 GORH T-304,316, F594G OR H OTHER: ALL BOLTS. NUTS & STUDS. UNLESS OTHERWISE SPECIFIED IN THE PURCHASE ORDER SHALL BE THREADED IN ACCORDANCE WITH ANSVASME B18.2.1, . PAGE Ci. FOR HEX CAP SCREWS (FINISHED HEX BOLTS) UNLESS OTHERWISE SPECIFIED. THE DIMENSIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ANSVASME B 18.2.2, PAGE 0-1, FOR HEX NUTS. ADDITIONAL INFORMATION CAN BE FOUND IN ASTM F593, Om 1993 (STAINLESS STEEL BOLTS, HEX CAP SCREWS, AND STUDS) AND IN ASTM F594. OlD 1993 (STAINLESS STEEL NUTS.) FLAT WASHERS: ALL WASHERS SHALL BE OF THE SAME MATERIAL AS THE NUTS. TRIPAP/oo FASTENERS FASTENERS FOR THE WATERWORKS AND CONSTRUCTION INDUSTRIES "SUBMITTAL INFORMATION COMPRESSED ASBESTOS GASKETS "CA GASKETS GENERAL DESCRIPTION: MANUFACTURED FROM A COMPRESSED CHRYSO11LE ASBESTOS MATERIAL FORMULATED FOR SERVICES IN MOST SEALING APPLICATIONS AS A UNIVERSAL REPLACEMENT GASKET. THE FIBER CONTENT IS ASBESTOS. BOUND BY STYRENE BUTADIENE RUBBER (SBR). COLOR: .BLACK OR WHITE SERVICE: SUITABLE AGAINST PJR, WATER, BRINE, STEAM, ALEA E) INORGANIC ACIDS, CONCENTRATED AND DILUTED ALKALIS PETROLEUM DERWAT1VES. SYNTHETIC OILS, X41MA GRAY/BLACK SBR 7500F '1800ps1 PRESS X TEMP (MAX] 350.000 350.000 COMPRESSIBIUTY (ASIM F-38) 7-17 7-17 TENSILE STREN(H (ASTM F-152) 3000ps1 3000psi AVAILABILITY: GASKETS ARE AVAJLABLE IN BOTH 1/16TH AND 1/8TH INCH THICKNESS AND THEY ARE MANUFACTURED IN BOTH RING AND FULL FACED DIMENSIONS. ilo OLEUM AND . AROMATiC ASBESTOS FLANGES AND HIGH BOLT TECHNICAL OAT AND ALIPHATIC SOLVENTS. CHLORINATED SOL GASKEI1NG MATERIALS ARE ESPECIALLY USEFUL LGADS ARE COMMONLY FOUND. __ GARLOCK MANUFACTUREI COLOR BINDER TEMP (MAX) PRESSURE (MA)) .7021 e SEWER CLEANOU1 5011th I3ag Foundru OR VALVE BOX P.O. Box 1256 • National City, CA 92050 • Telephone: 474-8481 B52 8 Gate Cap Weight 22 lbs APPROVED 9/ie .1 31i41' 6% By: Title: Agency: 4 Date: COMMENTS General Information All materials used in MFG. shall conform to ASTM 48.30. Castings shall be dipped in black bituminous paint. Standard Markings available "WATER," "SEWER;' "GAS" or as required letter designation. INSTALLATION AND LOCATING TYPE A DOUBLE SAFE DETECTABLE MARKING TAPE — PERMANENTLY PRINTED ON BOTH SIDES — UTILITY UNDERGROUND MAINTENANCE SYSTEMS! DETECT LOCATE IDENTIFY PROTECT MARKING TAPE UTILITY LINE LOCATING TIPS DETECTABLE MARKING TAPES SHOULD BE BURIED 4-6" BELOW THE SURFACE IF DEEPER BURIAL IS REQUIRED A WIDER DETECTABLE TAPE SHOULD BE USED FOR DETECTION PURPOSES WHEN LOCATING DETECTABLE MARKING TAPE, USE A NON-FERRQ TYPE METAL LOCATOR. IF A CONDUCTIVE TYPE LOCATOR IS USED YOU MUST HAVE A PROPER GROUND MAKE SURE LOCATOR IS WORKING PROPERLY, BATTERY STRONG, UNIT ON WE ARE HERE TO SERVE YOU!!!! PLEASE CALL US FOR ANSWERS TO YOUR QUESTIONS OR ANY SUGGESTIONS YOU MAY HAVE dauacm P.O. Box 67 I titn itun. ii. 801Q I ______ Phone (312) 469-7080 LINETEC SPECIFICATIONS TYPE A LINETEC DOUBLE.SAFEtm DETECTABLE MARKING TAPE 5 Mil (2 Mil clear film reverse-printed laminated to aluminum foil-- laminated to 2 Mil clear film reverse-printed). Solid color with black letters permanently-printed--both sides. Installation instructions printed on tape. Continuous warning message repeated every 16 to 36 inches. Minimum tensile strength of 185 lbs. per 3-inch width strips. Specially formulated for prolonged use underground. TYPE B-4 LINETEC SAFELINEem NON-DETECTABLE DOUBLETUFFtm MARKING TAPE 4 Mu (2 Mil clear film reverse-printed laminated to 2 Mil color film). Solid color with black letters permanently-printed--one side. Installation instructions Printed on tape. Continuous warning message repeated every 16 to 36 inches. Minimum tensile strength 40 to 45 lbs. per 3-inch width Strips. Minimum elongation 450 to 500 percent. Specially formulated for prolonged use underground. TYPE 8-6 LINETEC SAFELINEtm NON-DETECTABLE DOUBLE-TuFFtm MARKING TAPE 6 Mu (3 Mil clear film laminated to 3 MU color film). Solid color with black letters permanently-printed--one side. Installation instructions printed on tape. Continuous warning message repeated every 16 to 36 inches. Minimum tensile strength 50 to 55 lbs. per 3-inch width strips. Minimum elongation 500 to 600 percent. Specially formulated for prolonged use underground. ALL TESTING HAS BEEN DONE AT AN INDEPENDENT LABORATORY Color coding is per American Public Works Association and the Utility Location Coordination Council. Blue - Water Red - Electric Green - Sewer Orange - Telephone LINETEC TAPE MEETS OR EXCEEDS INDUSTRY STANDARDS LineTec Inc..P.O. Box 67, Glen Ellyn, IL 60138 Phone: (312) 469-7080 WLIWMm 1, mvAr INFORMATION TYPE A DOUBLE SAFE DETECTABLE MARKING TAPE - PERMANENTLY PRINTED ON BOTH SIDES - SPECIFICATIONS ALUMINUM FOIL • PLASTIC ENCASED 5 Mu (2 Mil clear film reverse-printed laminated to aluminum foil -• laminated to 2 Mu clear film reverse-printed). Solid color with black letters. Installation instructions printed on tape. Permanently printed on both sides. - LINETEC TAPES MEET OR EXCEED INDUSTRY STANDARDS - UNIFORM A.P.W.A. COLOR CODE DOUBLE SAFE DETECTABLE UNDERGROUND MARKING TAPE Yellow - Gas and associated lines, such as cathodic protection lines. Blue - Water and associated lines, such as irrigation lines. Green - Sewer and associated lines. Orange -Telephone and associated lines, such as CATV. Red - Electric and associated lines. Maximum color contrast and visibility in all types and colors of soil. CUSTOM PRINTING AVAILABLE -CALL FOR DETAILS P.O. Box 67 Glen Ellyn, IL 60138 3_ ___._J Phone (312) 469-7080