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3417; LA COSTA DOWNS; SUBMITTALS;
VVI S OZ ti ij,", San Diego WW Branch JOB: LA COSTA DOWNS CONTRACTOR BASILE CNSTRUCTION TOPIC : SUBMITTLE INFORMATION INDEX AS FOLLOWS: 1 ,JM C_900 PVC PIPE 2,SDR35 PVC FITTINGS & PIPE GRIP-TIGHT FITTINGS FLANGED FITTINGS MJ SSB C-153 FITTINGS M& H VALVES 7,JAMES JONES J-3700 FIRE HYDRANT 12,JAMES JONES SERVICE FITTING J-1548 JAMESJONES J-1973 ANGLE METER STOP 41/2 METER BOXS 8,LONG BEACH BURY ELLS & EXTENSIONS 9,JAMES JONES J-9691P SADDLES 101 JAMES JONES CORPS J-1929 11 ,JAMES JONES ANGLE METER STOP >cn en . 0 — e I A — • E u C) -. 4 .2 II( I- Cfl C)c'I'0 co Ca a) Q_ 1n ,1-• I- •• 0)C - (,,• •5 I) "' C) ,I 0 cc CL (I) to A% • Q) E CM cc — — .— Cr — -a a)G)cl) aa)6 i) _2•'t 0. eve. =0-0 to ,I-I- Za• 'U) (1) 0 .- , .- 4) 'a)0 0oE i RECEiVED -I I DEC 41995 ______ -J CITY OF RL_SB9 Wesiburne Pipe & Supply, 5150 University Avenue, San Diego, California 92105 • P.O. Box 5427. San Diego, California 92165-5427 Tel: (619) 282-8154 • Fax: (619) 563-6020 ( 5 OZ 11 14111 San Diego WW Branch 1,JM C-900PVC PIPE Wesiburne Pipe & Supply 5150 University Avenue, San Diego. California 92105 • P.O. Box 5427, San Diego. California 92165-5427 Tel: (619) 282-8154 • Fax: (619) 563-6020 RVM 'And PIPE/'actorylnstall Rings - ' CIassiOO, 150 and 200 Meets - fi \\ Ring-Tit-PVQ _\ ' AWWA 9O0\ -'aterpipe,"t\ ' - --;__. '.-. -. - - •i. - S.- -. - - LkI I -- :- - - •r - - •• -'•,-_;- IV- - Al -;r? ,-. - -• *,.• f sZ1 ,L*S-4' . , .-..: .- : -: -'•_; _.___J 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 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. Lightweight 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 electrclytic 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. The bell is an integral part of the pipe length with the same strength. Installation Product should be installed in accordance with J-M Publication TR-7048, "Blue Brute® PVC Class Water Pipe, Installation Guide." 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 notide. 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 TRX-27 REV. 9193 B-O, Inc. Made in USA 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/ i 00' ft./sec. psi/i 00' ft./sec. psi/1 00' ft./sec. psi/ i 00' Gals./ Pipe size (in.) mm. 4 4.39 I.D. 6 6.30 I.D. 8 8.28 I.D. 10 -10.161.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 3,500 9.80 0.83 Class 150 (DR 18) Gals./ Pipe size (in.) mm. 4 4.23 I.D. 6 6.09 I.D. 8 7.98 I.D. io 9.79 I.D. 12 11.65 I.D. 100 2.28 0.19 200 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 110w is C = 150 (Hazen and Williams). Velocity and head loss data are based on nominal inside diameter, which is outside diameter minus twice thickness 1 (nom.). Dimensions (average) Class 100 (DR 25)* Pipe Outside Nom. inside T (mm.) E Approx. Wt. size (in.) dia. (in.) dia. (in.)** thick. (in.) dm. (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 12 13.20 12.08 .528 7.80 15.9 14.4 Class 150 (DR 18) 4 4.80 4.23 .267 4.75 6.5 2.6 6 6.90 6.09 .383 5.50 9.0 5.3 8 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 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.). 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 unpiasticized 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) Pressure Pipe". All Class 100 pipe shall meet the requirement 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. 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/zy for PVC class water pipe is contained in the table below: Class DR F/ky (psi) 100 25 12.9 150 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 followng 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 iyvI OZ• 11 r" San Diego WW Branch 2,SDR-35 FITTINGS & PIPE Westburne Pipe & Supply 5150 University Avenue, San Diego, California 92105 • P.O. Box 5427, San Diego, California 92165-5427 Tel: (619) 282-8154 • Fax: (619) 563-6020 Ring-Tite PVC Gravity Sewer Pipe and Fittings Ring-Tite joint meets exacting tightness requirements, simplifies assembly "Locked-in" rubber sealing ring provides tight, flexible seal. Meets requirements of ASTM D-3212 - "Joints for Drain and Sewer Pipes using Flexible Elastomeric Seals." Figure 1 Applications J-M PVC sewer pipe is suitable for conveying domestic sanitary sewage as well as certain industrial wastes. For further information regarding the suitability of PVC for conveying various chemicals, contact your J-M pipe representative. Advantages Chemical Resistant: J-M Ring-Tite PVC sewer pipe is unaffected by the fluids found in ordinary domestic sewage. It is immune to sewer gases and the sulfuric acid generated by the completion of the hydrogen sulfide cycle. It is immune to corrosive soils - both alkaline or acidic: Abrasion Resistant: J-M Ring-Tite PVC sewer pipe has excellent resistance to abrasion, gouging and scoring - superior to that of most common piping materials. Flow Characteristics: J-M Ring-Tite PVC sewer pipe with long lengths, smooth interior, and factory-made close tolerance joints provides a Manning "n" coefficient of .009. High-carrying capacity makes possible the use of flatter grades or smaller diameter pipe. Ask your J-M sales representative for a flow nomograph and the report "Hydraulic Characteristics of PVC Sewer Pipe in Sanitary Sewers," a joint study by Johns-Manville and Utah State University. Through research and technology we proudly offer "locked-in" rubber ring PVC sewer pipe. This factory-made joint eliminates the need to insert rings in the field. Joint design and close manufacturing tolerances allow this joint to pass a 25 psi hydrostatic test in the laboratory and provides the basis for exacting infiltration/exfiltration specifications. Be secure in the future by designing with J-M Ring-Tite PVC sewer pipe with low infiltration - specify infiltration not to exceed 50 gallons/inch diameter/mile/day. Call for ASTM D-3034 SDR35 Provides Greater External Load-Carrying Capacity. This allows for the design and construction of PVC gravity sewer systems (4"-15") consistent with best engineering practices. A uniform minimum "pipe stiffness," (F/Ay = 46 psi) means no weak links. It also means that J-M PVC sewer pipe in 8, 10, 12 & 15" diameters has 60 to 75 percent greater pipe stiffness than SDR 42 and SDR 41 PVC sewer pipe. This increased "pipe stiffness" provides the extra needed at that critical time when the pipe is first being installed in the trench and undergoing bedding and backfill. Spigot pipe ends are supplied from factory with bevels. The bell is an integral part of the pipe section with the same strength. Meets ASTM D3034-SDR 35 4"-1 5"and ASTM F679 1811-2711 Introduction The growing demand for an effective all-out attack on water pollution highlights the need for improved sanitary sewage collection systems. A modern system needs pipe with improved design for reserve strength and stiffness to increase load-bearing capacity - all within the framework of maximizing sewer system capacity at reasonable cost. Ring-Tite PVC sewer pipe is designed to meet this need. 2 H20 Highway Load 16 14 12 10 500 1000 1500 2000 Pv Vertical Soil Pressure (Lbs/Ft2) Figure 2 Note: To convert vertical soil pressure to load on pipe— pounds per lineal foot—multiply by O.D. of pipe in ft. tLive load applied on assumed area of 36" x 40". External Loads Background Loads imposed on buried conduits have, in past practice, been calculated by using the Marston load formula. For trench loads Marston has a formula for rigid pipe and another formula for flexible pipe. It is important to recognize that under identical conditions of bury the soil load generated on a flexible conduit is less than the load generated on a rigid conduit. The comparitive load on a rigid conduit verses the load on a flexible conduit is expressed as the ratio of trench width to the flexible pipe O.D. By definition, a flexible 01 conduit is one which will deflect before reaching failure. Marston's Formulas For Soil Loads Rigid Pipe W = Cd w Bd2 Flexible Pipe W= Cd w BcBd Prism Load Loads imposed on buried conduits have been calculated by using the Marston load formulas for rigid and flexible pipe. However, it has been determined that the Marston formula for flexible pipe may not determine the maximum long term load - the "Prism Load" formula is more accurate. The "Prism Load" is the weight of the column of soil directly above the pipe. Thus, precautions in keeping the trench narrow are unnecessary for a flexible pipe installation. The important thing is to compact the haunching material from the pipe out to the undisturbed trench walls. Therefore, J-M suggests that the maximum long term load be determined by the prism load for design. Prism Load: P = wH (lbs/ft2) Where: W = Load on pipe (lbllin.ft.) Cd= Load Coefficient w = Soil unit weight (lb/Ft3 = Ditch width (ft.) B = O.D. of pipe (ft.) Where: P= Pressure at the top of the pipe due to the weight of the soil (Ib/ft2) w = Soil unit weight— (lblft3) H = Depth from top of pipe to top of ground (ft.) Note: To convert prism load (lb.Ift.2) to lb./linear ft., multiply by the O.D. of the pipe in feet, or: W = wHB, Live Loads Live loads imposed on buried conduits from traffic must also be considered in a design and become more important at shallow depths. The combination of soil load and live load must be added together to design for the maximum toad as shown in curves above. The soil toad and live load must be added to determine the total external toad on a buried conduit. This combined load should be used for design. Figure 2 illustrates the magnitude of soil and live loads separately and also charts the magnitude of the combined or total loads. The curves in figure 2 apply only for H20 highway loading and a soil weight of 120 lbs./cu. ft. At shallow depths of cover - 3 feet and less, flexible conduits can deflect and rebound under dynamic loading conditions if the trench width is not sufficienty bridged. Unless special precautions are taken to bridge the trench in shallow installations, the breaking up of flexible road surfaces may result. Therefore, for shallow installations under flexible road surfaces (less than 3 feet), J..M recommends Class 1* material be used in the pipe zone and up to the road elevation. This recommendation is not meant to conflict with the design engineer's specifications and his specifications will govern. *see page 8 for definition of Class 1. 3 Prism Loads on Flexible PVC Sewer Pipe (lb../lin. ft.) Height Soil of Cover Wt. Feet lblft3 Pipe Diameter (Inches) 4 6 8 10 12 15 18 21 24 27 F 100 105 157 210 263 313 383 468 551 620 699 I . 110 116 173 231 289 343 421 514 606 681 769 I 120 126 188 252 315 375 459 561 661 744 838 L 130 137 204 273 341 406 497 607 716 806 908 100 141 209 280 350 417 510 623 734 827 932 A 110 155 230 308 385 458 561 685 808 909 1,025 120 169 251 336 420 500 612 748 882 992 1,118 130 183 272 364 455 542 663 810 955 1,075 1,211 100 176 262 350 438 521 638 779 918 1,033 1,165 110 193 288 385 481 573 701 857 1,010 1,137 1,281 120 211 314 420 525 625 765 935 1,102 1,240 1,397 130 228 340 455 569 677 829 1,013 1,194 1,343 1,514 100 211 314 420 525 625 765 935 1,102 1,240 1,397 110 232 345 462 578 688 842 1,028 1,213 1,364 1,537 120 253 377 504 630 750 918 1,122 1,323 1,488 1,677 130 274 408 546 683 813 995 1,215 1,433 1,612 1,817 100 246 366 490 613 729 893 1,091 1,286 1,447 1,630 110 271 403 539 674 802 982 1,120 1,414 1,591 1,793 120 295 439 588 735 875 1,071 1,309 1,543 1,736 1,956 130 319 476 637 796 948 1,160 1,418 1,672 1,881 2,119 100 281 418 560 700 834 1,020 1,247 1,470 1,653 1,863 110 309 460 616 770 917 1,122 1,371 1,617 1,819 2,050 120 337 502 672 840 1,000 1,224 1,496 1,763 1,984 2,236 130 365 544 728 910 1,084 1,326 1,620 1,911 2,149 2,422 100 316 471 630 788 938 1,148 1,402 1,653 1,860 2,096 110 348 518 693 866 1,032 1,262 1,543 1,819 2,046 2,306 120 379 565 756 945 1,125 1,377 1,683 1,984 2,232 2,515 130 411 612 819 1,024 1,219 1,492 1,823 2,150 2,418 2,725 100 351 523 700 875 1,042 1,275 1,558 1,837 2,066 2,329 10 110 387 575 770 963 1,146 1,403 1,714 2,021 2,273 2,562 120 421 628 840 1,050 1,250 1,530 1,870 2,205 2,480 2,795 130 456 680 910 1,138 1,355 1,658 2,025 2,388 2,687 3,028 100 386 575 770 963 1,146 1,403 1,714 2,021 2,273 2,562 11 110 425 633 847 1,059 1,261 1,543 1,886 2,223 2,501 2,818 120 463 690 924 1,155 1,375 1,683 2,057 2,425 2,728 3,074 130 502 748 1,001 1,251 1,490 1,823 2,229 2,627 2,955 3,331 100 421 628 840 1,050 1,251 1,530 1,870 2,205 2,480 2,795 12 110 464 690 924 1,155 1,375 1,683 2,057 2,425 2,728 3,074 120 505 753 1,008 1,260 1,500 1,836 2,244 2,646 2,976 3,354 130 548 816 1,092 1,365 1,626 1,989 2,431 2,866 3,224 3,633 100 456 680 910 1,138 1,355 1,658 2,026 2,388 2,687 3,028 13 110 503 748 1,001 1,251 1,490 1,823 2,229 2,627 2,955 3,331 120 548 816 1,092 1,365 1,626 1,989 2,431 2,866 3,224 3,633 130 593 884 1,183 1,479 1,761 2,155 2,634 3,105 3,493 3,936 100 491 732 980 1,225 1,459 1,785 2,182 2,572 2,893 3,261 14 110 541 805 1,018 1,348 1,605 1,964 2,400 2,829 3;183 3,587 120 590 879 1,176 1,470 1,751 2,142 2,618. 3,086 3,472 3,913 130 639 952 1,274 1,593 1,896 2,321 2,836 3,344 3,761 4,239 4 TABLE 1 Prism Loads on Flexible PVC Sewer Pipe (lb./lin. ft.) cont. Height Soil Pipe Diameter (Inches) of Cover Wt. Feet lb/ft 4 6 8 10 12 15 18 21 24 27 100 527 785 1,050 1,313 1,563 1,913 2,338 2,756 3,100 3,494 15 110 580 863 1,155 1,444 1,719 2,104 2,571 3,031 3,410 3,843 120 632 941 1,260 1,575 1,876 2,295 2,805 3,307 3,720 4,192 130 684 1,020 1,365 1,706 2,032 2,486 3,039 3,583 4,030 4,542 100 562 837 1,120 1,400 1,667 2,040 2,493 2,940 3,307 3,727 16 110 618 920 1,232 1,540 1,834 2,244 2,743 3,233 3,637 4,099 120 674 1,004 1,344 1,680 2,001 2,448 2,992 3,527 3,968 4,472 130 730 1,088 1,456 1,820 2,167 2,652 3,241 3,821 4,299 4,845 100 597 889 1,190 1,488 1,771 2,168 2,649 3,123 3,513 3,959 17 110 657 978 1,309 1,636 1,949 2,384 2,914 3,436 3,865 4,355 120 716 1,067 1,428 1,785 2,126 2,601 3,179 3,748 4,216 4,751 130 776 1,156 1,547 1,934 2,303 2,818 3,444 4,060 4,567 5,147 100 632 941 1,260 1,575 1,876. 2,295 2,805 3,307 3,720 4,192 18 110 696 1,035 1,386 1,733 2,063 2,525 3,085 3,638 4,092 4,612 120 758 1,130 1,512 1,890 2,251 2,754 3,366 3,968 4,464 5,031 130 821 1,224 1,638 2,048 2,438 2,984 3,647 4,299 4,836 5,450 100 667 994 1,330 1,663 1,980 2,423 2,961 3,491 3,927 4,425 19 110 734 1,093 1,463 1,829 2,178 2,665 3,257 3,840 4,319 4,868 120 800 1,192 1,596 1,995 2,376 2,907 3,553 4,189 4,712 5,310 130 867 1,292 1,729 2,161 2,574 3,149 3,849 4,538 5,105 5,753 100 702 1,046 1,400 1,750 2,084 2,550 3,117 3,674 4,133 4,658 20 110 773 1,150 1,540 1,925 2,292' 2,805 3,428 4,042 4,547 5,124 120 842 1,255 1,680 2,100 2,501 3,060 3,740 4,409 4,960 5,590 130 913 1,360 1,820 2,275 2,709 3,315 4,052 4,777 5,373 6,056 100 737 1,098 1,470 1,838 2,188 2,678 3,273 3,858 4,340 4,891 21 110 812 1,208 1,617 2,021 2,407 2,945 3,600 4,244 4,774 5,380 120 885 1,318 1,764 2,205 2,626 3,213 3,927 4,630 5,208 5,869 130 958 1,428 1,911 2,389 2,845 3,481 4,254 5,016 5,642 6,358 100 772 1,151 1,540 1,925 2,292 2,805 3,428 4,042 4,547 5,124 22 110 850 1,265 1,694 2,117 2,522 3,086 3,771 4,446 5,001 5,636 120 927 1,381 1,848 2,310 2,751 3,366 4,114 4,850 5,456 6,149 130 1,004 1,496 2,002 2,503 2,980 3,647 4,457 5,254 5,910 6,661 100 807 1,203 1,610 2,013 2,397 2,933 3,584 4,226 4,753 5,357 23 110 889 1,323 1,771 2,214 2,636 3,226 3,943 4,648 5,228 5,893 120 969 1,444 1,932 2,415 2,876 3,519 4,301 5,071 5,704 6,428 130 1,049 1,564 2,093 2,616 3,116 3,812 4,660 5,493 6,179 6,964 100 842 1,255 1,680 2,100 2,501 3,060 3,740 4,409 4,960 5,590 24 110 927 1,381 1,848 2,310 2,751 3,366 4,114 4,850 5,456 6,149 120 1,011 1,506 2,016 2,520 3,001 3,672 4,488 5,291 5,952 6,708 130 1,095 1,632 2,184 2,730 3,251 3,978 4,862 5,732 6,448 7,267 100 878 1,308 1,750 2,187 2,605 3,188 3,896 4,593 5,167 5,823 25 110 966 1,438 1,925 2,406 2,866 3,506 4,286 5,052 5,683 6,405 120 1,053 1,569 2,100 2,625 3,126 3,825 4,675 5,512 6,200 6,987 130 1,141 1,700 2,275 2,844 3,387 4,144 5,065 5,971 6,716 7,570 5 Pipe Deflection Deflection is defined as the change in vertical inside diameter of a flexible con- duit when subjected to a vertical load. The amount of deflection that will occur in any flexible conduit is a function of three factors: Pipe Stiffness (F/ 6y) Soil Stiffness Load on the pipe It is important to recognize that flexible conduits per- form differently in the ground than they do under laboratory flat plate loading. The interaction of pipe stiff- ness and soil stiffness com- bine to give flexible conduits a high effective strength when buried. Methods for Predicting Pipe Deflection The most commonly used approach in predicting deflection has been the modified "Iowa Deflection Formula." Modified Iowa Formula: Di. K w 0 fly = El + .061 E'r3 Where: Ay = vertical deflection (Inches) Di. = lag factor (1.5 maximum) K = bedding factor w = earth load (lb./in.) r = mean radius (OD _1) (in.) ' 2 E = modulus of elasticity (lb. / ifl.2) = moment of inertia t/12 (i.3) El = soil stiffness (lb./in.2) Although considered a con- servative approach, con- siderable variation in predicted deflection will result depending upon the choice of empirical con- stants E', K and DL. Empirical methods of predic- ting deflection have evolved in recent years which eliminate the guesswork inherent in the Iowa method. When design is based on actual laboratory test and previous field measurements it is unnecessary to know the actual load acting on the pipe or the soil stiffness. Thus an installation can be designed with a known fac- tor of safety provided enough empirical data is available. To accommodate the pro- blem of having to establish data for the number of trench widths that are found in the field, the prism load was chosen because it represents the maximum loading condition on a flexi- ble pipe. Time lag to account for future settlement of the backfill can be included by choosing long- term values of deflection. J-M has developed through laboratory tests and actual field data the maximum long term deflection chart, Figure 3, shown on page 7. This chart eliminates the guesswork in predicting deflection and gives the design engineer a quick ready reference. This chart is for PVC SDR 35 Sewer pipe only. The values given for deflection limits are the ultimate long term deflection that will occur in a particular soil class having a given density (compaction) in the haunching area of the pipe zone for various heights of cover (feet). 6 Use of Maximum Long Term Deflection Chart 1. Where live loads are not a factor or not involved in the total external load on the pipe, the chart can be used directly to determine the limit of the maximum long-term deflection of the PVC pipe. Example: If an 8" PVC SDR 35 Sewer Pipe is installed in Class IV material, having 85% compaction in the pipe zone and with 12 feet of cover, what will be the maximum long term deflection limit? Answer: 1. The combined (dead and live) load on the pipe will be approximately 1000 lbs./ft2 or 1000 x 1 ft. (pipe diameter in feet) = 1000 lbs./lin ft. (per Figure 2). Enter table of prism loads (Table 1) under column 12— Pipe Diameter (inches) - and read down until nearest figure to 1000 is reached, across from soil wt. of 120 lbs.Ift.3. In this case, 1000 appears opposite 120 lbs.Ift.3. and 8 ft. - height of cover. This represents the equivalent prism load for the combined (dead and live) load given above. Now enter maximum long term deflection chart and read the maximum long term deflection color code for Class Ill bedding classification, 65% density, and 8 ft. of cover. Dark green - maximum long term deflection will not exceed 5%. In working with these charts, it becomes apparent that: Soil density in the pipe zone plays a greater role than soil type in the control of deflection in buried flexible conduits. The amount of deflection is independent of pipe size, providing all pipe sizes are SDR 35. Note pipe size does not appear in the chart for maximum long term deflections. Answer: Pipe will never deflect more than 5% (color code - dark green). 2. Where live loads must be considered, determine, first, the combined total external load on the pipe. Next determine the equivalent prism load (without live load) for the particular pipe size involved using the table of prism loads, Table 1. Read across to the left for the height of cover (ft.) for the equivalent prism load. Using this height of cover with the bedding class and proctor density, enter the maximum long term deflection chart, Figure 3, to determine the maximum long term deflection limit. Example: If a 12" PVC SDR 35 Sewer Pipe is installed in Class Ill material, having 65% compaction in the pipe zone, with 3 feet of cover, and 120 lbs.Ift3 soil, and H-20 (highway load) live load are imposed on the buried pipe, what will be the maximum long term deflection limit? Maximum Long-Term Deflections of PVC (SDR 351 Pipe (Percent) DENSITY ASTM (Proctor) Height of Cover (Feet) AAU( flflI U .'s Classification T-99 3 1 5 I 8 110 112 1141 16 1 18 20 22 1 24 I 26 28 I 30 I Gravel Class I Class II 90% 80% Maximum long term deflection will not exceed 5% 0 Maximum 7.5% deflection 0 This zone not recommended Sand Class III 90% • _I,.I_I.I 85% 75% 65% 1.1.1.1.1 ••• - - - = i1• I Clay Class IV 85% 65% Ii•• • • -I = = = I IMIMI I== = = = Peat Class V This soil class not recommended Figure 3 Note: Deflection values shown do not include effect of live load or longitudinal bending. No length of pipe installed under conditions specified will deflect more than is indicated; the pipe will deflect less than the amount indicated if specified density is obtained. External loading based upon soil weight of 120 lbs. per cubic foot. Deflections predicted are based upon pipe which was initially circular prior to installation. Actual deflections may differ because of initial out of roundness caused by storage and/or handling. These variations should be taken into account when measured deflections are compared with those in the table. Bedding classifications are as indicated on page 8 and correspond to ASTM D2321. Deflections listed in table are maximum long term values. The suggested maximum long term value is 7.5 percent which is approximately equal to a 5 percent initial deflection. Initial deflection is deflection taken within the 1st 24 hours after trench is backfilled. Installation Pipe Zone Terminology 6 in. - 12 in._1___ Pipe, Spring Zone line of pipe i1co-2d, Figure 4 Foundation preparation is only required when the trench bottom is unstable. Any foundation that will support a rigid pipe without causing loss of grade or flexural breaking of pipe will be more than adequate for PVC pipes. Bedding. The bedding directly underneath the pipe is required only to bring the trench bottom up to grade. It should not be so thick or soft that the pipe will settle and lose grade. The purpose of the bedding is to provide uniform longitudinal support of the pipe. Haunching. The haunching area is the most important in terms of limiting the deflection of a flexible pipe. This is the area that should be compacted to the proctor densities shown in chart on page 7. Initial Backfill. Initial backfill begins above the springline of the pipe to a plane 6 inches to 12 inches above the pipe. Compacting soils Initial backfill Pipe Embedment Haunching i Bedding j max. 6 in. Foundation (may not be required) to levels above the springline gives little additional side support. Most of the support is accomplished by compacting the soil surrounding the lower half of the pipe. Caution: If hydro-hammers are used to prepare the bedding and backfill for the road surface, they should not be used within 3 feet of the top of the pipe and then only if the pipe zone soil density has been previously compacted to a minimum 85% standard proctor density. Pipe Zone Materials Pipe zone materials include the material in the haunching area and the initial backfill (see figure 4). They include a number of processed materials plus the soil types listed under USCS Soil Classification System (FHA Bulletin No. 373). These materials are grouped into five broad categories according to their suitability for this application, as follows: Class I. Angular, ¼" to 1/2" graded stone, including a number of fill materials that have regional significance such as coral, slag, cinders, crushed stone and crushed shells. Class If. Coarse sands and gravels with maximum particle size of 11/2 inch, including variously graded sands and gravels containing small percentages of fines, generally granular and non-cohesive, either wet or dry. Soil type GW, GP, SW and SP are included in this class. Class Ill. Fine sand and clayey gravels, including fine sands, sand-clay mixtures, and gravel-clay mixtures. Soil types GM, GC and SM and SC are included in this class. Class IV. Silt, silty clays, and clays, including inorganic clays and silts of medium to high plasticity and liquid limits. Soil types MH, ML, CH and CL are included in this class. Class V. These materials are not recommended for bedding, haunching or initial backfill. Key to Pipe Performance The performance of a flexible conduit does not depend only on the Class of embedment materials used, but more importantly, on the density of the material in the haunching zone. The chart on page 7 shows that SDR 35 PVC sewer pipe will perform in Class Ill material equally as well as a Class I material with adequate compaction. By utilizing a combination of soil Class and soil density, the design engineer can achieve the most economical installation within recommended deflection limits. Excavation and Pipe Laying.As with other pipes, the trench for PVC is excavated with bell holes to give uniform bearing along the full length of each pipe section. The ditch should be wide enough to allow for proper placement and compaction of the selected materials in the haunching area. SheetingJf soil conditions or regulations require the use of sheeting or boxes, they should be used in a manner as not to disturb the embedment material within two pipe diameters on each side of the pipe. Compaction Techniques. Flooding or jetting are commonly used methods for obtaining desired densities of granular embedment materials. If flooding is used, the embedment materials should be allowed to dry below optimum moisture before final backfill operations are begun. If jetting is used, desired density of the embedment Nominal Size Inches 20' Length 13' Length 4 24.0 inches 9.3 Inches 6 15.9 6.3 8 11.9 4.7 10 9.6 3.8 12 8.0 3.1 15 N/A 2.7 Installation Fitting and Adaptors materials should be previously obtained by other methods. Neither flooding or jetting should be used if the possibility of washing away side support exists. Permissable Horizontal Curvature. When curved sewers are installed J-M Ring-Tite PVC gravity sewer pipe can be safely deflected to the limits shown in table 2. Curve should be accomplished by bending the pipe rather than deflecting the joints. Deflection Testing— When Is It Needed? J-M's position on deflection testing is that routine measurement of deflection of installed PVC Sewer pipe (SDR 35), with minimum pipe stiffness of 46 psi, is totally unnecessary and uneconomical - a superfluous added construction cost for PVC Sewer pipe installations. This position applies to all routine deflection testing whether performed by the "Go-No Go Gauge" method for Liner Offset at Minimum Radii compliance to maximum deflection limits or by instruments which measure and record actual pipe deflections. When recommended installation practices are followed, including required compaction in the haunching area, pipe deflection will not exceed our recommended long term deflection limit of 7.5%. At this deflection limit, the PVC Sewer pipe will have a minimum factor of safety of 4 in deflection failure. Proof of this position is that more than 500,000,000 ft. of PVC Sewer Pipe are performing satisfactorily in the field today. On the other hand, where improper installation practices are known or suspected, questionable bedding materials are employed and/or installation conditions are severe, deflection testing of these sections of the sewer pipe installation should be considered advisable by the engineer. J-M distributors, adaptors are available to connect J-M Ring-Tite PVC sewer pipe to other pipe materials. The fitting illustrations below are representative only of the types of fittings and adaptors available. Actual configurations or design of fittings may vary with size or manufacturing origin of the fitting. Ask your J-M Sales Representative for more detailed information. Wye & Tee ddles Double Bell Coupling Plug 50 EEIIE1 Wye 450 Bell x Bell Elbow 900 Bell x Spigot Elbow 22W Bell x Spigot Elbow Duplex EIJIIIII Adaptor J-M offers a complete line of PVC sewer fittings to be used with PVC Ring-Tite sewer pipe. These fittings offer the same "locked-in" rubber ring feature which eliminates the need for ring insertion in the field. Rubber gasketed tee and wye saddles are available for field service line taps into previ- ously installed PVC sewer lines, which eliminate the need for field solvent welding. Through the large network of EY creaser ftIjU] Tee INye ID Cap LIdE1I1 Tee 900 Bell x Bell Elbow 22½0 Bell x Bell Elbow L i 450 Bell x Spigot Elbow Bell Adaptor Force Req. to Bend—Lbs. Nominal Size Mm. Radius At End of Inches Feet 20' Length 13' Length 4 150 6 10 6 150 20 33 8 200 48 78 10 250 95 152 12 300 160 255 15 350 293 468 A/C Double Adaptor Wye Table 2 Figure 5 9 Short Form Specification Scope This specification designates general requirements for unplasticized polyvinyl chloride (PVC) Plastic Gravity Sewer Pipe with integral wall bell and spigot joints for the conveyance of domestic sewage. Materials Pipe and fittings shall meet the requirements of ASTM Specification D3034 for 411-15" SDR 35 and F679 for 18"-27". The pipe shall be colored green for in-ground identification as sewer pipe. Pipe Pipe shall be suitable for use as a gravity sewer conduit. Provisions must be made for contraction and expansion at each joint with a rubber ring. The bell shall consist of an integral wall section with a solid cross-section rubber ring, factory assembled, securely locked in place to prevent displacement during assembly. Sizes and dimensions shall be as shown in this specification. Standard laying lengths shall be 20 ft. and 13 ft. ±1 inch. At manufacturers option, random lengths of not more than 15% of total footage of each size may be shipped in lieu of standard lengths. Drop Impact Test Pipe (6" long section) shall be subjected to impact from a free falling tup (20-lb. Tup A.) in accordance with ASTM Method of Test D2444. No shattering or splitting (denting is not a failure) shall be evident when the following energy is impacted: Nominal Size Inches Ft. - Lbs. 4 150 6 210 8 210 10 220 12 220 15 220 18 220 21 220 24 220 27 220 Fittings All fittings and accessories shall be as manufactured and furnished by the pipe supplier or approved equal and have bell and/or spigot configurations compatible with that of the pipe. Temperature for Testing Pipe shall be designed to pass all tests at 73°F (±3°F). Pipe Stiffness Minimum "pipe Stiffness" (F/s y) at 5% deflection shall be 46 psi for all sizes when tested in accordance with ASTM Method of Test D2412, "External Loading Properties of Plastic-Pipe by Parallel-Plate Loading." Joint Tightness Two sections of pipe shall be assembled in accordance with the manufacturer's recommendation. Joint shall be tested in accordance with ASTM D3212, "Joints for Drain and Sewer Plastic Pipe Using Flexible Elastomeric Seals." Flattening There shall be no evidence of splitting, cracking, or breaking when the pipe is tested as follows: Flatten specimen of pipe, six inches long between parallel plates in a suitable press until the distance between the plates is forty percent of the outside diameter of the pipe. The rate of loading shall be uniform and such that the compression is completed within two to five minutes. Gaskets Material used for elastomeric seal in push- on joints shall meet the requirements of Specifica- tion F 477. Installation Product should be installed in accordance with J-M Publication TR-61413, "Green-Tite1M PVC Gravity Sewer Pipe Installation Guide." 10 Sizes, Dimensions and Weights Bell and Spigot Assembly (Inches) Assembly I Pipe Pipe Details Bell Details Approx. Size Average Mm. Wall Approx. Weight Inches O.D. Thickness "T" C D5 D8 D9 N Lbs./Ft. 4 4.215 0.120 2.80 4.250 4.240 5.20 2.90 1.05 6 6.275 0.180 3.50 6.318 6.308 7.50 3.50 2.36 8 8.400 0.240 4.10 8.460 8.440 10.10 4.10 4.24 10 10.500 0.300 4.70 10.570 10.548 12.40 4.70 6.64 12 12.500 0.360 5.15 12.577 12.554 14.50 5.15 9.50 15 15.300 0.437 5.95 15.380 15.362 18.00 5.95 14.14 18 18.701 0.536 5.90 18.764 18.764 21.98 5.90 21.43 21 22.047 0.632 6.40 22.110 22.110 25.63 6.40 29.88 Pipe Size Mm. Wall Approx. Approx. Wt. Inches Ave. O.D. Thickness "T" C D5 D8 D9 N Lbs./Ft. 24" 24.803 0.711 11.25 24.99 24.99 28.80 11.25 38.96 27" 27.953 0.801 12.75 28.1728.17 32.50 12.75 49.47 11 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. 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 TAX-I1B REV. 3193 B.O. Inc. Made In USA ¼W 02 A# S 11 1JItI San Diego WW Branch 3,GRIP TIGHT FITTINGS Westburne Pipe & Supply 5150 University Avenue, San Diego, California 92105 • P.O. Box 5427, San Diego, California 92165-5427 Tel: (619) 282-8154 • Fax: (619) 563-6020 Tyler Pipe Subsidiary of Tyler Corporation 600 MADE IN THE USA Tyler Pipe/Utilities Division 9 P.O.Box 2027 • Tyler, Texas 75710 • (903) 882-5511 0.~ Tyler Pipe Subsidiary of Tyler Corporation GRIP-TITE SSB-DUCTILE IRON CLASS 350 FITTINGS SAMPLE SPECIFICATIONS PUSH-ON JOINT DUCTILE IRON FITTINGS shall be produced in strict accordance with all applicable terms and provisions of ANSI/AWWA C153/A21 .53. Joint shall be in accordance with ANSI/AWWA C1 1/A21 .11 with bell sockets designed to receive pressure pipe O.D.s as specified in ANSI/AWWA C151/A21 .51 and AWWA C900. The working pressure rating shall be 350 PSI. Thicknesses and dimensions of bell sockets and gaskets shall be in accordance with the manufacturer's design. Rubber rings shall be furnished by the fitting manufacturer. BELL DIMENSIONS IN INCHES FOR GRIP-TITE FITTINGS Pipe Size D A B F G J M P R T W 3 3.96 1.62 4.41 4.07 4.73 3.18 1.87 .37 5.53 .38 7.26 4 4.80 1.75 5.25 4.91 5.75 3.18 1.34 .37 6.61 .39 8.12 6 6.90 1.75 7.35 7.01 7.85 3.44 1.34 .37 8.73 .40 10.18 8 9.05 2.12 9.58 9.17 10.18 3.94 1.66 .44 11.18 .42 12.46 10 11.10 2.12 11.63 11.22 12.23 3.94 1.66 .44 13.35 .45 14.55 12 13.20 2.12 13.73 13.32 14.33 3.94 1.66 .44 15.58 .47 16.69 BENDS 90° Bends (1/4) 45° Bends (1/4) 221/2° Bends (1/16) 11/40 (1/32) 5-800 5-805 5-809 5-811 Dimensions Dimensions Dimensions Dimensions Size T A R Weight A R Weight A R Weight A R Weight 3 .34 4.50 4 22 2.00 3.62 19 1.500 4.98 18 ... 4 .35 5.00 4.5 29 2.49 4.81 24 1.824 6.66 22 1.550 10.70 22 6 .37 6.50 6 47 3.50 7.25 39 2.588 10.50 36 1.807 13.26 33 8 .39 7.50 7 78 4.00 8.44 64 2.847 11.80 57 2.058 15.80 55 10 .41 9.50 9 120 5.01 10.88 86 3.354 14.35 74 2.311 18.36 72 12 .43 10.50 10 144 5.98 13.25 115 3.861 16.90 105 2.560 2090 96 2 Tyler Pipe/Utilities Division 0 P.O. Box 2027 • Tyler, Texas 75710 9 (903) 882-5511 12-15-94 GT Reducer 5-835 Dimensions Size T 1' L Weight 4x3 .35 .34 4 21 6x4 .37 .35 4 30 8x4 .39 .35 5 40 8x6 .39 .37 4 43 10x4 .41 .35 7 60 10x6 .41 .37 5 54 10x8 Al .39 4 63 12x4 .43 .35 9 80 12x6 .43 .37 7 80 12x8 .43 .39 5 81 12x10 .43 .41 4 84 GT Tapped Tee 5-842 Size Dimensions I L Tap Weight 3 .34 6 2 22 4 .35 6 2 27 6 .37 6 2 38 8 .39 6 2 59 10 .41 6 2 81 12 .43 6 2 102 Tyler Pipe• GRIP-TITE SSB-DUCTILE IRON Subsidiary of CLASS 350 FITIINGS Tyler Corporation TEES GT GT x FE GT x Swivel 5-820 5-823 5-825 Dimensions Weights Size T P H P - P J3 5-820 5-823 '5-825 3 .34 .34 3.5 3.5 ... ... 29 4x3 .35 3.5 4 6.5 ... 35 38 4 .35 .35 4 4 6.5 ... 39 42 6x4 .37 .35 4 5 8 ... 50 56 6 .37 .37. 5 5 8 10.5 59 65 72 8x4 .39 .35 4.5 6.5 9 ... 78 87 8x6 .39 .37 5.5 6.5 9 11.5 90 95 103 8 .39 .39 6.5 6.5 9 ... 108 107 10x4 Al. .35 4.5 7.5 11 ... 105 111 10x6 .41 .37 5.5 7.5 11 13.0 113 121 130 10x8 Al. .39 6.5 7.5 11 ... 122 120 10 .41 .41 7.5 7.5 11 ... 131 160 12x4 .43 .35 4.5 8.75 12 ... 124 132 12x6 .43 .37 5.5 8.75 12 14.25 140 138 146 12x8 .43 .39 6.5 8.75 12 ... 160 165 12x10 .43 .41 7.5 8.75 12 ... 194 184 12 .43 .43 8.75 8.75 12 ... 209 220 'Weights include swivel gland TAPPED TEES REDUCERS 12-15-94 Tyler Pipe/Utilities Division 9 P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 3 60, Tyler Pipe Subsidiary of Tyler Corporation GRIP-TITE SSB-DUCTILE IRON CLASS 350 FITTINGS PLUGS Push-In GT Plug Solid Tapt 5-850 5-852 Dimensions Size T Tap Weight 3 .46 2 9 4 .46 2 12 6 .46 2 20 8 .46 2 30 10 .56 2 40 12 .56 2 50 ADAPTERS GT x FE 5-858 Dimensions Size T L' Weight 3 .34 6 18 4 .35 6 25 6 .37 6 35 8 .39 6 53 10 .41 6 78 12 .43 6 106 Excavation dimensions - mechanical joint 4" through 12" Tapping Sleeves for C.I., Ductile or A/C Pipe. 4 Tyler Pipe/Utilities Division 9 P.O. Box 2027 0 Tyler, Texas 75710 • (903) 882-5511 12-15-94 i oZ N ijw' San Diego WW Branch 4,FLANGED FITTINGS Westburne Pipe & Supply 5150 UniversityAvenue, San Diego, California 92105 • P.O. Box 5427, San Diego, California 92165-5427 Tel: (619) 282-8154 • Fax: [619) 563-6020 Tyler Pipe Subsidiary of Tyler Corporation MADE IN THE USA Tyler Pipe/Utilities Division 0 P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 Tyler Pipe Subsidiary of Tyler Corporation DUCTILE IRON AND GRAY IRON PIPE FITTINGS AVAILABLE NOW FROM TYLER PIPE Mi MJ-SSB GT-SSB FLANGE ANSI/AWWA ANSI/AWWA ANSI/AWWA ANSI/AWWA C11O/A21.10 C153/A2153 C1 53/A21.53 C110/21.10 TYLER PIPE offers gray and ductile cast iron Fittings according to current applicable dimensions, tolerances and performance specifications of ANSI/AWWA. UL Listed. Tyler Utilities Watermain/Pipe Fittings Availability Description Sizes Ductile Iron Gray Iron Mi Cl 10 211 -3011 I, MJ-SSB 3" - 24" V' Swivel Mi All - 30" Retainer Gland 311-3011 Tapping Sleeve 6" - 12" V Flanged 211-3011 V I, GT-SSB 3" - 1 2" GTC110 3"-24" 18" - 24" in AWWA Cl 53 pending. ANSI/AWWA C11O/A21.10, ANSI/AWWA C1 i/A21.11 2 Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 9 (903) 882-5511 3-25-94 Tyler Pipe DUCTILE IRON AND GRAY IRON Subsidiary of FLANGED FITTINGS Tyler Corporation SAMPLE SPECIFICATION - CAST IRON OR DUCTILE IRON FITTINGS shall be produced in accordance with all applicable terms and provisions of ANSI/ AWWA C1 10. They shall conform to details and dimensions published therein and shall be adequate for water pressure of 250 lbs. P.S.I. NOTE: No flange joint material furnished. JOINT DIMENSIONS IN INCHES Nominal Dia. of Pipe Size Flange Bolt Flange Bolt Hole Number Bolt Dia. Inch O.D. Circle Thickness T Diameter of Bolts and Lengths 2 6 4.75 .62 .75 4 5/8x21 /4 3 7.5 6 .75 .75 4 /x2'/ 4 9 7.5 .94 .75 8 5/x3 6 11 9.5 1.00 .875 8 /4x3/4 8 13.5 11.75 1.12 .875 8 .3/4x3'/2 10 16 14.25 1.19 1.00 12 7/x33/4 12 19 17 1.25 1.00 12 /8x3/4 14 21 18.75 1.38 1.125 12 1x41/4 16 23.5 21.25 1.44 1.125 16 1x4'/2 18 25 22.75 1.56 1.25 16 1'/8x43/4 20 27.5 25 1.69 1.25 20 1'/8x5 24 32 29.5 1.88 1.375 20 1'/4x5'/2 30 38.75 36 2.12 1.375 28 1'/4X61/4 NOTE: Drilling templates are in multiples-of four, so that fittings may be made to face in any quarter. Bolt holes shall straddle the center line. BENDS Note: Side Outlet Bends and Base Bends are on page 6. ~&,. c-' r A7 1F WR 900 Bends (1/4) 450 Bends (1/4) 221/20 Bends (1/16) 1P/40 (1/32) 5-700 5-705 5-709 5-711 Dimensions Dimensions Dimensions Dimensions Size R A Weight R A Weight R A Weight R A Weight 3 4 5.5 25 3.62 3 20 7.56 3 20 15.25 3 20 4 4.5 6.5 45 4.81 4 40 10.06 4 40 20.31 4 40 6 6 8 65 7.25 5 55 15.06 5 55 30.5 5 55 8 7 9 105 8.44 5.5 90 . 17.62 5.5 90 35.5 5.5 90 10 9 11 165 10.88 6.5 130 22.62 6.5 130 45.69 6.5 135 12 10 12 235 13.25 7.5 195 27.67 7.5 195 55.81 7.5 195 14 11.5 14 330 12.06 7.5 245 25.12 7.5 250 50.75 7.5 245 16 12.5 15 430 13.25 8 315 27.62 8 325 55.81 8 315 18 14 16.5 530 14.5 8.5 375 30.19 8.5 385 60.94 8.5 385 20 15.5 18 685 16.88 9.5 485 35.19 9.5 505 71.06 9.5 505 24 18.5 22 1085 18.12 11 730 37.69 11 755 76.12 11 760 30 21.5 25 1755 27.75 15 1335 ... ... ... 116.75 15 1395 ANSI/AWWA C1 10/A21.10, ANSI/AWWA Cli i/A21.11 3-25-94 Tyler Pipe/Utilities Division- P.O. Box 2027 • Tyler, Texas 75710 0 (903) 882-5511 3 Straight Tees, Reducing 'Reducing 'Reducing on on Branch Tees on Run Run and Branch 5-720 5-720-a 5-720-b Size Dimensions Weights Run Run Branch H J Tee Cross Run 3 3 2 4.5 4.5 35 ... t12 3 3 3 5.5 5.5 40 50 t12 4 3 3 6.5 5.5 55 ... t12 4 4 2 6.5 6.5 50 ... t12 4 4 3 6.5 6.5 60 70 t12 4 4 4 6.5 6.5 65 80 t12 4 4 6 8.0 8.0 90 ... t12 6 4 4 8.0 8.0 85 ... 12 6 4 6 8.0 8.0 90 ... 12 '6 6 2 8.0 8.0 85 ... 12 6 6 3 8.0 8.0 85 95 12 6 6 4 8.0 8.0 90 110 12 6 6 6 8.0 8.0 95 120 '14 6 6 8 9.0 9.0 140 ... 14 8 6 4 9.0 9.0 130 ... 14 8 6 6 9.0 9.0 135 ... 14 8 6 8 9.0 9.0 145 ... 14 08 8 3 9.0 9.0 130 140 14 8 8 4 9.0 9.0 140 155 '16 8 8 6 9.0 9.0 145 165 16 8 8 8 9.0 9.0 155 195 16 8 8 10 11.0 11.0 260 ... 16 8 8 12 12.0 12.0 310 ... 16 t10 6 6 13.0 13.0 275 ... 16 tiC 6 8 13.0 13.0 290 ... 16 flO 6 10 13.0 13.0 305 ... 18 tic 8 6 13.0 13.0 280 ... 18 tio 8 8 13.0 13.0 295 ... 18 tio 8 10 13.0 13.0 325 ... 18 10 10 4 11.0 11.0 205 220 18 10 10 6 11.0 11.0 215 240 18 10 10 8 11.0 11.0 225 265 18 10 10 10 110 li_U 270 30 Q-Lv-i Straight and Reducing Crosses 5-731 'Bullhead Tees 5-720-c Size Dimensions Weights Run Branch H J Tee Cross 8 8 14.0 14.0 375 8 10 14.0 14.0 395 8 12 14.0 14.0 420 10 6 14.0 14.0 390 10 8 14.0 14.0 400 10 10 14.0 14.0 420 10 12 14.0 14.0 440 12 4 12.0 12.0 290 310 12 6 12.0 12.0 295 320 12 8 12.0 12.0 310 345 12 10 12.0 12.0 360 415 12 12 12.0 12.0 385 460 14 4 14.0 14.0 400 14 6 14.0 14.0 420 450 14 8 14.0 14.0 435 475 14 10 14.0 14.0 450 505 14 12 14.0 14.0 470 555 14 14 14.0 14.0 500 595 16 4 15.0 15.0 525 16 6 15.0 15.0 540 565 16 8 15.0 15.0 555 590 16 10 15.0 15.0 565 620 16 12 15.0 15.0 590 665 16 14 15.0 15.0 610 700 16 16 15.0 15.0 635 755 18 6 13.0 15.5 560 585 18 8 13.0 15.5 560 605 18 10 13.0 15.5 585 630 18 12 13.0 15.5 605 670 18 14 16.5 16.5 740 830 18 16 16.5 16.5 760 880 18 18 16.5 16.5 785 915 Tyler Pipe 60 Subsidiary of DUCTILE IRON AND GRAY IRON 0 Tyler Corporation FLANGED FITTINGS I TEES, REDUCING TEES, CROSSES 10 10 12 12.0 - -_ - - * Not included in AWWA Cli 0 12.0 355 t H J dimensions longer and are two-inches than straight tees. t12 6 6 14.0 14.0 340 t12 6 8 14.0 14.0 360 t12 6 12 14.0 14.0 400 t12 8 6 14.0 14.0 355 ANSI/AWWA C11O/A21.10, ANSI/AWWA C1 1/A21.11 4 Tyler Pipe/Utilities Division' P.O. Box 2027 • Tyler, Texas 75710 9 (903) 882-5511 3-25-94 Tyler Pipe DUCTILE IRON AND GRAY IRON Subsidiary of FLANGED FITTINGS Tyler Corporation TEES, REDUCING TEES, CROSSES I Fil F 4 a 'Bullhead Straight and Tees Reducing Crosses 5720-c 5-731 Straight Tees, Reducing 'Reducing 'Reducing on on Branch Tees on Run Run and Branch 5-720 5-720-a 5-720-b Size Dimensions Weights Size Dimensions Weights Run Run Branch H J Tee Cross Run Run Branch H .1 Tee Cross 20 20 6 14.0 17.0 710 ... 24 24 20 22.0 22.0 1510 1695 20 20 8 14.0 17.0 720 755 24 24 24 22.0 22.0 1585 1850 20 20 10 14.0 17.0 735 780 '30 30 6 18.0 23.0 1735 20 20 12 14.0 17.0 755 820 '30 30 8 18.0 23.0 1740 20 20 14 14.0 17.0 770 850 '30 30 10 18.0 23.0 1760 20 20 16 18.0 18.0 950 1065 30 30 12 18.0 23.0 1780 20 20 18 18.0 18.0 965 ... 30 30 14 18.0 23.0 1790 20 20 20 18.0 18.0 1005 1175 30 30 16 18.0 23.0 1810 1900 24 24 6 15.0 19.0 1000 1025 30 30 18 18.0 23.0 1815 24 24 8 15.0 19.0 1010 1045 30 30 20 18.0 23.0 1840 1960 24 24 10 15.0 19.0 1020 1065 30 30 24 25.0 25.0 2475 2695 24 24 12 15.0 19.0 1040 1100 30 30 30 25.0 25.0 2615 2980 24 24 14 15.0 19.0 1050 1125 24 24 16 15.0 19.0 1070 1160 Not included in AWWA Cii0 24 24 18 22.0 22.0 1470 REDUCERS Concentric 'Eccentric Reducer 0 - - 0 . . Reducer 5-735 5-736 Size Dimensions Weights Size Dimensions Weights Size Dimensions Weights Size Dimensions Weights 5-735 5.735 5-735 5-735 D D' L 5-736 D D' L 5-736 D D1 L 5-736 D D' L 5-736 3 2 6 16 12 4 14 120 '18 8 19 265 30 16 30 935 4 2 7 25 '12 6 14 130 018 10 19. 290 30 18 30 970 4 3 7 30 '12 8 14 145 '18 12 19 320 30 20 30 1035 6 2 9 30 '12 10 14 170 '18 14 19 350 30 24 30 1155 6 3 9 40 14 6 16 165 '18 16 19 385 'Eccentric Available 6 4 9 45 14 8 16 185 '20 10 20 340 6 5 9 50 14 10 16 205 '20 12 20 375 8 3 11 60 14 12 16 235 '20 14 20 405 8 4 11 65 '16 6 18 210 '20 16 20 445 8 5 11 70 '16 8 18 230 '20 18 20 470 NOTE: 8 6 11 75 '16 10 18 255 '24 12 24 535 are not included in 10 4 12 85 '16 12 18 285 '24 14 24 565 AWWA C 110 '10 6 12 90 '16 14 18 315 '24 16 24 610 010 8 12 110 024 18 24 645 '24 20 24 695 ANSI/AWWA Ci 10/A21.10, ANSI/AWWA C1 i/A21.11 3-25-94 Tyler Pipe/Utilities Division' P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 5 3 3 10 3 4 3 12 3 4 4 12 3 6 4 14.5 3.5 6 6 14.5 3.5 8 4 17.5 4.5 8 6 17.5 4.5 8 8 17.5 4.5 10 4 20.5 5 10 6 20.5 5 10 8 20.5 5 10 10 20.5 5 12 4 24.5 5.5 12 6 24.5 5.5 12 8 24.5 5.5 12 10 24.5 5.5 12 12 24.5 5.5 14 6 27 6 14 8 27 6 14 10 27 6 14 12 27 6 14 14 27 6 16 6 30 6.5 16 8 30 6.5 16 10 30 6.5 16 12 . 30 6.5 16 14 30 6.5 16 16 30 6.5 18 8 32 7 18 10 32 7 18 12 32 7 18 14 32 7 18 16 32 7 18 18 32 7 20 10 35 8 20 12 35 8 20 14 35 8 20 16 35 8 20 20 35 8 Not included in AWWA Cli 0 6 . . tS1!W '90° Bend '90° Reducing Side Outlet Bend (1/4) 5-700S - 5-700a '90° Long Radius Bend (1/4) 5-701 Dimensions Dimensions Size A Weight Size R A Weight 4x3 6.5 35 3 6.25 7.75 28 6x4 8 55 4 7 9 50 8x4 9 75 6 9.5 11.5 80 8x6 9 90 8 14 14 140 10x6 11 125 10 16.5 16.5 230 10x8 11 150 12 17 19 325 12x6 12 165 14 19 21.5 475 12x8 12 190 16 21.5 24 630 12x10 12 220 Not included in AWWA Cl 10 Dimensions Size A R Weight 4 6.5 4.5 60 6 8.0 6.0 95 8 9.0 7.0 150 10 11.0 9.0 235 12 12.0 10.0 335 Not included in AWWA C110 Not included in AWWA C110 Base Tees 5-726 BASE BENDS, BASE TEES 900 Base Bend (1/4) 5-702 '90° Long Radius Base Bend (1/4) 5-703 Weight 5-703 38 60 100 180 275 390 580 740 5-726 45 70 110 185 300 430 550 685 860 1080 1665 Tyler Pipe Subsidiary of DUCTILE IRON AND GRAY IRON Tyler Corporation FLANGED FITTINGS BENDS 45 65 75 105 115 165 175 200 240 250 275 300 355 370 395 420 460 500 525 555 600 640 655 680 715 755 800 Size X S U Size 5-702 850 3 4.88 5 .50 1.5 35 820 Base Bends 4 5.5 6 .50 2 55 855 are made to 6 7 7 .62 2.5 85 895 order only,8. 8.38 9 .88 4 145 940 not 1 10 9.75 9 .88 4 210 990 12 11.25 11 1.00 6 300 1035 Bases are 14 12.5 11 1.00 6 400 1095 furnis hed 16 13.75 11 1.00 6 505 1130 faced and 18 15 13.5 1.12 8 645 drilled1170 20 16 13.5 1.12 8 805 1220 24 18.5 13.5 1.12 8 1215 1345 30 23 16 1.15 10 1945 Not included in AWWA Cii 0 ANSI/AWWA C1l0/A21.10, ANSI/AWWA Cii i/A2i.ii Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 45° Wye 5-728 Size Dimensions Weights Run Branch H J 5-728 Support Dimensions Pipe 3-25-94 X)s Base Under Small End 5-702 SE Base Under Large End 5-702 LE Flange for Steel Pipe 5-750 Reducing Flange for Steel Pipe 5-752 FLANGES for Cl Pipe 5-751 unge for Cl Pipe 5-753 12" and Larger Blind Flange Blind Flanges Tapped Blind 5-754 Flanges 5-754, 5-7541 ANSI/AWWA C1 10/A2!.10, ANSI/AWWA Cli 1/A21.11 3-25-94 Tyler Pipe/Utilities Division 9 P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 7 Tyler Pipe DUCTILE IRON AND GRAY IRON Subsidiary of FLANGED FITTINGS Tyler Corporation Dimensions - Weight Size 0 Q X Y Z 5-750 5-751 5-753, 754T 2 6 .62 ... 1 4.75 4 ... 4 21/2 7 .69 ... 1.13 5.50 6 ... 7 3 7.5 .75 1.8 1.19 6.00 7 7 8 4 9 .94 1.89 1.31 7.50 12 12 14 6 11 1.00 2.1 1.56 9.50 17 17 25 8 13.5 1.12 2.31 1.75 11.75 25 25 40 10 16 1.19 2.52 1.94 14.25 35 35 60 12 19 1.25 2.73 2.19 ... 55 55 80 14 21 1.38 2.875 2.25 ... ... 75 110 16 23.5 1.44 3.188 2.5 ... ... 95 145 18 25 1.56 3.125 2.69 ... ... 105 190 20 27.5 1.69 3.5 2.88 ... ... 135 250 24 32 1.88 3.687 3.25 ... ... 160 370 30 38.75 2.12 4.875 ... ... ... 255 580 *NOTE: All flanges conform to ANSI/AWWA ClIS/A21.15 Standards. * FLANGE SLUDGE SHOE Flange Sludge Shoe 5-768 Dimensions Size D X Y Weight 3 5.75 12 6 25 4 7.00 12 6 35 6 7.87 12 6 45 8 10.12 12 6 65 10 12.25 12 6 85 12 15.25 12 6 120 'Not included in AWWA Cii 0 20 27.5 18.0 26.0 860 20 27.50 18 460 24 32.0 22.0 30.0 1195 24 32.00 18 635 Not included in AWWA C11O Under 12" Blind Flange I * REDUCING BASE BENDS Dimensions Size X S U Weight 4x3 5.5 6 .50 45 6x4 7 7 .62 75 8x4 8.38 9 .88 115 8x6 8.38 9 .88 130 10x6 9.75 9 .88 170 10x8 9.75 9 .88 195 12x6 11.25 11 1.00 230 12x8 11.25 11 1.00 255 12x10 11.25 11 1.00 285 * Not included in AWWA Ci 10 FLANGE AND FLARE Flange and Flair 90° Ell 5-765 Dimensions Size D X Y Weight 3 7.5 5.5 8.5 25 4 9.0 6.5 9.5 40 6 11.0 8.0 12.0 70 8 13.5 9.0 13.0 110 10 16.0 11.0 15.0 175 12 19.0 12.0 16.0 245 14 21.0 14.0 22.0 450 16 23.5 15.0 23.0 545 18 25.0 16.5 24:5 675 Flange and Flare Piece 5-766 Dimensions Size D L Weight 3 7.25 8 20 4 9.00 8 30 6 11.00 8 40 8 13.50 10 70 10 16.00 10 95 12 19.00 12 155 14 21.00 12 225 16 23.50 16 330 18 25.00 16 355 *TRUE WYE True Wye 5767 Dimensions Stem Branches X Y Weight 4 4 6.5 3.0 50 6 4 8.0 3.5 75 6 6 8.0 3.5 80 8 6 9.0 4.5 120 8 8 9.0 4.5 125 Not included in AWWA C11O Tyler Pipe Subsidiary of Tyler Corporation DUCTILE IRON AND GRAY IRON FLANGED FITTINGS f4iIii Size Rated Working Pressure No. of Set Screws Bolt Circle No. of Bolt & Nuts Size of Bolt Bolt Hole Dim. 3 250 4 6.00 4 /sx2'/2 3/4 4 250 4 7.50 8 5/ex3 3/4 6 250 8 9.50 8 /4x3'/2 /8 8 250 8 11.75 8 3/4x3'/2 7/8 10 250 12 14.25 12 119xA 1 12 150 12 17.00 12 /x4 1 Ductile Iron Adapter Flange 5-749 Cast Iron D F C Pipe OD +.06 +.07 Size +.06 or -.06 -.04 -.03 Weight 3 3.96 4.94 4.06 .94 6.5 4 4.80 6.02 4.90 1.00 10.5 6 6.90 8.12 7.00 1.06 14.5 8 9.05 10.27 9.15 1.12 22.0 10 11.10 12.34 11.20 1.19 30.0 12 13.20 14.44 13.30 1.25 40.0 All set screws are 5/se 90 lb. torque head. Wall thickness Note: Installations suggestions are based on use with class 53 ductile iron pipe; results may vary if different classes or other pipe is used. SPECIAL INFORMATION Location of Tapped Holes Without Tapping Boss 90° Elbow, Straight Size 90° Elbow, Reducing Size 450 Elbow 3" 1/2" 411-611 3/4" 8" 1-1/4" 10"-lo" 1-1/2" 1811 -30" ............2" Iii il I-I II 90° Base Elbow Eccentric Reducer For Other Tap Sizes or Taps In Different Locations, Contact Sales Department gil Base Tee Tee, Straight Size Tee, Reducing Size ANSI/AWWA C110/A21.1O, ANSI/AWWA 111i/A21.11 Tyler Pipe/Utilities Division • P.O. Box 2027 9 Tyler, Texas 75710 • (903) 882-5511 3-25-94 S' OZ 111 4iIrii San Diego WW Branch 5,MJ SSB CL 153 FITTINGS Westburne Pipe & Supply 5150 University Avenue, San Diego, California 92105 • P.O. Box 5427, San Diego, California 92165-5427 Tel: (619) 282-8154 • Fax: (619) 563-6020 4 , T.f.HIIICAL-/-SUBMITT-AL-DATA II. _____________________________________________________________ .. . - __• . MECHANICAL JOINT• . SSB. CLASS 350 FITTINGS : Recómmended1ciications - Dimensions and weights .AppIkation Information ...:Ductile Iron .. 1Ier Pipe Subsidiary of . -. -.-----. . .•.• • • yler Corporation . .. I: . MADE IN THE USA Tyler Pipe/Utilities Division .P 0 Box 2027 • Tyler, Texas 75710 • (903) 882-5511 Tyler Pipé Subsidiary of TYLER-DUCTILE IRON r Tyler CQporatiQn r" P 1BC:Pt...JOINT RETAINER GLANDS 1 • : SAMPLE SPECIFICATION Mechanical bunt retainer glands shall be cast From ductile iron no .(es. than grade 70-50-5.and shall éomply with all applicable provisions oF.AWWA/ANSI Cl 10/A21.10 and CI 1.1 /A21.1 1. Set screws shall.be 5/8" NC: thread, with torque:set head, or 5/8" • square head bolts, with knurled cup-point, mode of 4140 steel and . . hardened t Rockwell "C" scale 45-47. (Either set screw can . . be used on 3 12' size 5/8" square head required For 14" 30 Wall Thickness Note Installation suggestions are based on use with class 53 ductile iron pipe results may vary if .different classes or otler.ipeis:used. . .• . . . . . . . . 'LISTINGS .A1I sizes are listed by UL (Underwriters' Laboratory) 24M7 .191, through 12" sizes FM approved . .PH' YSIcAL'DESCRIPTION . . . . •. . . . . . . . . • Gland '. Weight • Set Screws Set Screw .• . Tee Bolts Tee Bolts . . - - Size' - .• . . Pounds Required Sizes . Required' . Sizes 3 50 4 5/sx2'/2 4 4 8 5 4 5/8x2'/2 4 6 14 5 6 /9x2'/2 6 3/4x3'h 8 175 9 5/8X21/2 6 3/4x4 10 230 16 /8x2'/2 8 /4x4 40 12 275 16 5/ax2'/, 8 3 /4x4 14 A4.5 20 /gx3'/4 10 16 540 24 5/x3'/ 12 3/4.x4'/2 '.18 ••...... .• 62.0 . . 24 5/8X31/4 12 /ax4'/2 •• • 20 .. . 76.0 28 5/8x31/4 14 3/sx4'/ .24 . • 103.0 . 32 . 5/x3'/. •. 16. 31AX5 18Ô.0 40 3/4 20. x6 1. Made for ductile ironpipe. ." .. .. 2. Specify tee bolts and gaskets when S.'. ,•• •, •. . . . . required; these not normally supplied as. ,. parts of retainer gland IARPLICATION DATA Working Set Screw Torque, Perm,ssable Gland Fits Pipe 0 D Pressure Ft Lbs (on Class Tee Bolt Deflection 'Size . 'Inches. . PSI 53 Wall or Thicker) Torque, Ft. Lbs Degree Per Joint 31 396 350 90 4560 2b 4 480 350 90 7590 20 6 690 350 90 7590 20 ,. •• 8:: •' •. 9.0 . .. 350 90 . . . 75-90 2° .• 10 .',. '. 11.1Q. .' 250 90 75-90 20 12 •. 250 .90 75-90 20 S 14... . 15.30 . . 250 90 . 75-90 1? . . 16 . • 17.40: 200 90 . •. 75-90 10 . 1.8 . • 19.50 200 90 75-90 . .10 21.60 200 .20., . 110 . 75-90 10 . 24' . . 25.8.0 150 . . . . 75-90 1° 30 3200 150 200 7590 1° 3 AWWA recommended 5 2 Tyler Pipe/Utilities Division • P.O.P0 Box 2027. Tyler Texas 75710 • (903) 882 5511 1594 er Subsidiary of Tyler Corporation Im MECHANI CAL 'OU'U CLASS350 rITTn!G! 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 andANSI/AWWAC1 11/A21.11. Standards fo..18" and larger diameters are pending. Th working pressure rating shall be 350 PSI. NOTE:Fittings are cement-lined and seal- ....oatd in accordance with ANSI/AWWA 1.,. C104/A21:4. .. -r.••.. . K J Dc F A. K JOINT DIMENSIONS IN INCHES •. . . . . . I. ;sizeADia. •B COla. DDia. F,Dia. JDia. K'Dia. K2 Dia. .:L M S . T X Dia.. $ize No. 3 396 250 484 494 406 619 762 769 59 62 38 34 '/ /sx3 4 .4. 4.80. .2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .41 35 .7/i /4x31/2 4 6 690 250 802 812 700 90 1106 11.12 63 88 43 37 7/8 /4x3'/2 6 .8.: 2.50 .10.17 10.27. 9.15 •11.75. 12.31 .13.37., .66. 1.00 .45 .39 3/x3'/. 6.•.• 10 :'.1'1,10 " 250 1222 1234 1120 1400 1562 1562 70 100 47 /ax31/2 8 12 1320 250 1432 1444 1330 1625 1788 1788 73 100 49 43 /. 3/a.x3'/ 8 '14 1530 350 1640 1654 1544 1875 2031 2025 79 1.25 56 51 /a 3/x4 10 .1617.40 3.50 :18.50 18.64 . 17.54 21.00 22.56 22.50 .85 1.31 .57 .52 . 7/ 3/4 12 18. 19.50. 3.50- '20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .59 /0 3/x4 12. .'021.60. 3.50 22.70 22.84. 21.74 25.50 27.08 27;60 1.02.. 1.44 .69 .60 7/, /x4 14 24 25.80 3.50. 26.00 27 04 25.94 30.00 31.58 3J.50 1:02 1.56 75 62 7/, /494'/2 16 R. BENDS I '• - - .j ,1. Ne . TJr . ... ;.. 90° Bends (1/4) 45° Bends (1/4) 22'/20 Bends (1/16) 1P/40 (1/32) 5600 5605 5609 5611 I Dimensions Dimensions Dimensions D imensiofls .'j.iz: T . A: ..R; . Weight.. . A. R Weight . . A .R Wei9hi. . A : R Weight I 34 45 40 20 200 362 16 150 498 15''125 762 15 A 35 50 45 26 249 481 22 182 666 21 155 10.7.0 20 6 37 6:.5 6.O 48 "3.50 7.25 38 -2.69 10.50 37 1.81-.. 13.26 33 8 %39 75 70 68 400 844 59 285 11.80. 51 206 1580 48 10 41 95 90 107 501 1088 81 335 1435 67 232 1836 61 ,. 12 .43 105 .100 . 141 5.98 13.25 111 3.86 1.6.90 80 2.56 20.90 79 ii 14 51 120 11.5 - 220 550 1206 164 393 1725 148 2.59 ,21 25 131 16 • 52 130 125 264 598 1325 202 398 1750 179 2.62. 2l..50. 159 18, :.9 :15:5 14.0 410 . 7.50 14.50 289 7.50 .30.19 292 7.50 60.4 287 170 15.5 ,:20.,'.60. 505 .8.00 16.88 348 8.50 35.19 364 8.50. 71.07 346 24, 62 200 185 695 900 1812 475 900 3769 460 900 7612 457 I • . . . ... • . . . • . • •• TerPipe/Vtilities Diision• P.O. Box 2027 Ty'er, Txds 75710 .1903) • 882-5511 . . : . . •• ••• . ... : 5.3 - . I Tyler Pipe 0 ' S' of of "i Corpora tion -BENDS- 900' Mi x Flange Bend (1/4) 5-600F Dimensions Size I . A R F Weight 3 . .34 4.5 4.0 5.5 21 4 .35 . 5.0 4.5 6.5 28 6, .37 6.5 6.0 8.0 46 8 . .39 7.5 7.0 9.0 . 71 10 Al. 9.5 9.0 11.0 121 12 .43 10.5 '10.0 12.0 155' 14 .51 12.0 . 11.5 14.0 227 .16 . .52 . !3.0 12.5 15.0 , 280, GLANDS •• • Glands . 5-690 Size Weight ' Size Weight'. . 3 3 . 12 '12 4 4 14 16 .6 6 16 20 :. 8 .8 18 25 '.10 10 20 31.'.. 1' 24 .39 UCTILE IRON - ' CLASS 350 FITTINGS . I 90° Swuvel'x Mi Hydrant Eli . ' .. . 5-698 . .. Dimensions Size T - •A B . . C D E F ' R 'Weight .6 .37 10.5' 15.5 7.10 11.2 6.90 8.026.0,,,' 86. Weight includes swivel glands. WL A 901* Mix PE Bend 450 Ml x PE Bend 221/2° Mi x PE Bend 11 '/4° Mix PE Bend 5603 5607 5610 5612 Dimensions Dimensions Dimensions Dimensions Sije I A Y R Weight A V R Weight A V R Weight A V R Weight i 34 45 100 40 20 20 75 362 16 150 700 498 16 125 675 762 15 4 35 50 105 45 25 25 80 481 22 182 732 666 20 155 705 1070 19 6 37 65 120 60 45 35 90 725 37 258 808 1350 34 180 7.30.1326 32 8 39 75 130 70 65 40 95 844 56 284 834 1180 50 205 755 1580 44 iô 41 95 150 90 109 50 105 1088 83 335 885 1435 66 231 781 1836 60 12 43 105 160 100 135 60 115 1325 108 386 936 1690 87 256 806 2090 76 14 51 120 200 115 220 55 135 1206 165 393 1193 1725 152 259 1059 2125 137 .51'' 13.0 21.0 12.5 254 6.0 14:0 13.25 '1206 398 1'198: .17.50 181 . 2.62 1062 21.50 161 J 59 155 235 140 405 60 155 1450 290 7..50 1550 3019 290 750 1550 6094 280 .6017.6. 25.0 15.5: 465' .7.5 16.5 16.88 340 . 8.50 16.50 '35.19 345 8.50 16.50 71.07:355 -24--..:-.:42'.20.0 280 185 710 90 170 18.12.460 900 '17.00:-.37..69 455 900 1700 76.1,2 450 5 4 Tyler Pipe/Utilities Division • P0 Box 2027 • Tyler Texas75710 • (903) 882 5511 .:2-15-94 Tyler Pipe I1.EC1ANICAP. JOINT 7()jI1 Subsidiary of CLASS 350 FITTINGS Tyler. Corporation 600r. tEES CROSS t1iT. Mi. Tee•• . . Ml x FE Tee Ml x Swivel Tee Cross 5-620 . . 5-623 . . 5-625 57631 . . .. . . . Dimensions. . . ' . '. Weights Size .T' H P :J•.5-62O 5-623 5-625t5-631 33 . . .34 . .3.50 3.50 5.50 .... . 2 .28 .... . 40 •35.: . .34 . 3.50 '4.00 6.50 ...' 32 34 38 . 35. . 4.00 4.00 6.50 . ... . . 35 38 ... 42 6x3 . .37 . .34. . 3.50 5.00 8.00 ... . . 47 51 ... 6x4 •..• '...'37. 1 .35 4.00 5.00 8.00 .... . 51 54 62 .37 .. .37 5.00 5.00 8.00 10.50. 60, 64 77 .80 8x3 . :39. . . .34 4.00 6.50 9.00 .. .68 72 8x4 .' .. 39 . 35 . 4.50 6:50 9.00 ... . 71 72 ... 84 8x6 .39 .37 . 5.50 6.50 9.00 11.50 80 . .83 89 108 .8 . ...39 . .39 6.50 6.50 9.00 1i.50 90 94 116 120 100 Al. . .34 4.00 7:50 11.00 ... 83 88 ... 10x4' .. .41 ....3 ., 4.50 7.50 11.00 . 83 89 ... 98 10x6. Al. ' .37 5.50 7.50 11.00 13.00 93 107 113 .118 10x8 '.. .41 . .39 6.50 .7.50 11.00 . 13,00 lii 115 129 . 138 10 .4.1 Al . 750, 7.50 11.00 . ..... .120 1.30 ... 155 .43 . .. .34 4.00 . 8.75 12.00 ... •• . •. 100 104 ..., . 'lx4 .. , • .43 :35...4.50 8.75 12.00 . ... . •. 104 . 115 ... 123 12x6. •.• ' 43.. 1.37 5.50 8.75 12.00 14.25 ... 115 ' .120 128 140 12x8 43 39 650 875 1200 1425 123 146 149 162 12x10 43 41 750 875 1200 153 174 187 12 43 43 875 875 1200 - 178 198 212 14c6 51 44 6 50 10.50 14.00 16.00 183 205 211 210 14x8 51 45 750 1050 1400 206 227 231 14x10 51 46 850 1050 1400 229 244 255 14k12 51 47 950 1050 1400 235 276 269 14 51 51 1050 1050 1400 281 302 344 16x6 52 45 650 1150 1500 1700 229 213 248 250 16x8 52 46 7.50' 1130 15.00 248 260 264 x10 52 47 850 1150 1500 265 16 287 286 16x12 52 48 0.50.11.50 1500 281 312 310 16,t14 52 51 1050 1130 1500 317 348 363 16 -. . 32 .52 . 11.50 11.50 15.00 •.• . 323 374 .... . 410 t Weights include swivel gland 2-1 , 5 94 Tyler Pipe/Utilities Division • P0 Box 2027• Tyler Texas 75710 • (903) 882-551 l 5-5. Tyler Pipe Subsidiary of , tr- r"r #'i OMT 5513-DUCTILE IRON v . Tyler. Corporation . . . . CLASS 350 FITTINGS BENDS GLANDS 90 0 Mi x Flange Bend (1/4) V 5600F Dimensions Size I A R F Weight .•'l% . 3. 34 4.5 4.0 5.5' 21 .Glands .. 4 ' 35 5.0 4.5 6.5. V 28.' -690 . 6 .37 6.5 . 6.0 8.0 : "46.' Size Weight. Size Weight' I 8 39 75 70 90 11 3 3 12 12 .. .. :1'. . .. '. , ' 10 Al. ' '9.5 . 9.0 11.0 '.121 ' 4 4 14 16 12' 43 10.5 . 10.0 12.0 :155 . 6 6 1.6 .20 , : 14' .51 12.0 11.5 . 14.0...- 227' 8' 8 . 18 25 V , 16 ' .5,2 13.0 12.5 15.0 .' 280 10 10 . 20 31 '. , . I 24 39 - _ I 90° SwiveixMi Hydrant Eli 5-698. - j J E F D Size 1 Dimensions A B C E F R Weight R =l 6 37 105 155 710 112 690 802 60 86 A Weight includes swivel glands AL 900 Mix PE Bend 45° Mix PE Bend 22'/2° Mix PE Bend 11 /4° Mix PE Bend (1/4), • , (1,14) , . (1/16) , ' (1/32):-:". 5603 5607 5610 5612 Dimensions Dimensions Dimensions Dimensions Size.'.T. A. 'Y. .R' Weight A .Y . R Weight '. A Y. R Weight' A. Y: R..Weight '3 34 45 lop 40 20 20 75 362 16 150 700 498 16 125 675 7..62 15 '4.,.3.5, 50 105 45 25 25 80 481 22 182 732 666 20 155 7.05.1070 19 ,:37 6.5 ' 12.0 ,' 6.0 45 3.5 9.0. 7.25 37' 2.58 8.08 .13.50' 34 1.80 7.30 1.2,6 32 8 391 75 130 70 65 40 95 844 56 284 834 1180 50 205 755 15'90''44 '16' :. 9.5 15.0 '9:0 109 5.0 10.5 10.88 '83 ' 3.35. 8.85''14.35 66 2.31 7.8,1 18.36 60 '.12' .43 10.5 16.0. 10.0 135 6.0 11.5 13.25 108 3.86 9,36 '16.90 87 '2.56 8.06 20.90 76 12.0 200 11.5 20 55 13.5 12.06 165 3.93 11.93 17.25 152 . 2.59 10.59 21.25 137 - .52.13.0 21.0 12.5 254 '6.0 14.0 13.25 206 ' '3.98 '1.1.98 17.50 181 '• 2.62 10.62 21.50 161 1. 59 155 235 140 405 60 155 1450 290 750 1550 3019 290 750 1550 6094 280 20 .60. 170 25.0.15.5 465 7.5 16.5 16.88 340 850 16.0 35.19 345 8.50 16.50 71.07355 24 .6'2'.'20',.0 280 185 710 90 170 1812 460 900 J700 3769 455 900 +700 7612 450 54 Tyler Pipe/Utilities Division • P0 Box 2027 • Tyler Texas 75710 • (903) 882 5511 2-1 5-9A Tyler Pipe.. ;'. 'Subsidipry of r TEES ('Continued) .[ :. rir .GT SSB-DUCTILE IRON ..ASS 350 FITTINGS __________________ ___________________ • Mi Tee MJxFE Tee . Mix Swivel Teet to . :'' 5626 ......5-623 '.. . '5-625 • Dimensions .. . Weights ...Size I . V. H: J2 J3 5-62O 5-623 5-625, 18x6 59 44 650 12 . 50 1550 1800 275 261 278 59. •. 45 7.50 12.50 ........... 280 18x10 59 47 850 1250 286 18x12 59 49 950 1250 370 l84: . . .5?:.: •.56 10.50 12.50 ... . ... 415 .. .... :'.. •• 59 •57. 11.50 •. 12.50 ... . •••. . 445 .•... -- 18. ••. .59 .5. 12.50 . 12.50 ... . .•.. . . . 490 ... 66 .60 .44.:. 7.00 14.00 17.00 19.50: . 335 . 345 358 20x8 60 45 800 1400 383 ?OX 1.6 60. 47 . • 9.00 14.00 . .... .410 --- 20x12. •. 60 • .49 10.00 . 14.00 ... .:.. '• •• :432 ... . ........ .. 20x14 .60 •' .56 •'..11 .00 . . 14.00 ... . . .. • 475 - . . •.... 26' 1..6 : .57. •.. 12.00 14.00 , ... •,... . 530 ... •... 20x18 60 59 11.00.1400 560 20 60 60 14 00 14 00 605 24x6 62 44 700 1600 1900 21.50 454 440 458 24x8 62 45 800 1600 475 24x10 62 47 900 16.00.505 24x 12 62-'-.A9.1000 1600 545 24x14 62 56 1100 1600 585 Z4x16 62 57 1200 1600 625 24i8 62 '..59f. 1300 1600 675 24x2b 62 60 1500 1700 740 24 62 62 1700 1700 830 t Weights include swivel gland I Swivel x Solid Adapter -VARIABLE 5-698 Size by ' . wallS ' :' .. • •. Laying Length Thickness Weight I 6x13 37 47 6x18 •37 . 58 • • . 6x24 .: • .69 • . ..,. .. With Swivel Gland (ill P 1I 5-6 Tyler Pipe/Utilities Division • P.O.Box 2027• Tyler Texas 75710 • (903) 882-5511 2-15-94; M'EdIANICAL JOINT . CLASS .350 FITTINGS -. -. Tyler Pipe Subsidiary of Tyler Corporation WYES •.. .• •.•••.,. •.: . Wyes. . . . . 5628 :, ..........Dimensions Size . A I I I'. . Weights . .. ' 3 ..; 2.0.'. 8.5 .34 . :34 36 ••4.3 .• •j.O: .. 9.0......34 40 2:5 ' 9.5 .35 . .35 45 1.5: . 11.0 .37. .35 67 6 -' 3.0. 13.0 .37 .37 93 8i4.. 0:5 13.0 •• .39 . .35 93 6x,6 2.0' 14:5' .39 ..37 .113 -'3.5.. 16.0. .39'. -.39 136 .1 5.0 .41' AS 118 10k6' 1:0 . 16.0 .41 .37 136 10x8'. 2.5. 17.0 . .41' .39 170 : •O.- •. 35 19.0 .41 41' 199 12x4. 0.0.. '16.5. .43. .35 150 12x6" 15.' .18.5 .43 .37 186 12x8.' ".15 18.5 .43.' .39 188 12x1O' 3.0 . 20.0 43: .41 223 '12 .'.- 4 ' 22.5 .43 .,0 • , 272. 0.b. 19:5 .51 • .44 256 •• •::4X... 1.5...21.0 . .51 .45 286 1,4x 10 .3.0 ••, 22.5. .51 • .46 322 .:14x1,2•,4.5 24.0.- :51 .47 387 '}4.'.'6.O. 25.0 .........51. • 465 16x6 00 21.0 52 45 300 18:. 0.5. :-225 ".52 .46 327 !6d'Q.;.2.O:. 240: '52 47 375 3. 15.0'-'.52: .48 425 16xlA 5.0 26.5 52 .51' 492 16•. '5 28,0 ' .:.52"'52 575 Not included n AWWAC 153 II '40 .35 .34' 4.0 . 9:5 , 9.5 15:0 18 6x3 .37 .34 5.0 10.5 10.5. 16.0 26 6x4 .37 .35 4.0 : 9:5 9.5 15.0 27 8x4 .39 .35 5.0 '10.5 10.5 16.0 36 8x6 .39 .37 4.0 9:5 9.5 15.0 40 10x4 .41 .35 7.0 .12.5 12.5 18.0 47 10x6 Al. .37 5.0 10.5 10.5 16.0 , .47 10x8 .41' .39 4.0 ' 9.5. 9.5 15.0 54 12x4 .43 '.35 9.0 14.5 14.5 20.0 67 12x6 .43 '.37 7.0,12.5 12.5 18.0 67 12x8 .43 .39 5:0 .10.5 10.5' 16.0 64 12x10 .43 .41 4.0:.' 9.5 9.5 15.0' 78 14x6 .51 .44' 9.0 17.0 '14.5 22.5 108 14x8 .51 ...45'.. 7.0 150 12.5 20.5 104 l4xlb .51 :46' ' 5.0-... 13.0 ' 10.5 18;5' 100 14x12 .51 .47 4.0 12.0' 9.5 17.5 100 160 .52 .4110:19.0 16.5 24.5' 132 16x8 .52 .46 , '9.0. 17:0 14.5 22.5 132. 1.6* 10 .52 . .47 7:0 15.0 12.5 .20.5 128 16x12 .52 .48 ' 5O 13.0 10.5 '18.5 125 16x14 .52' .51.4.0'. 1.0 1.0 20.0. 140 188 .59 AS 14.0 :22.0 19.5 . 27.5 194 18x10 .59 :47 . '12.Q• 20.0 .17.5 25.5, 196 18x12. .59 .4.9 10.0 .18.0 15.5 23.5 185 '18x14 .59 :56. .6.0 16.0 16.0 24.0.' 190 18x16 59 , .57 7.0: .15.0 15.0 23.0 196 20x10 .60 '47 : 14.Q' '.22.0 19.0 27.5 225 20x12 .60 49 .u0.. 20.0 .17.5 .25.5 210 20x14 .60. .56 .16.6. 18.0 18.0 26.0 208 20x'l6 .60 .57 8.0 16.0 16.0 24.0 225 20x18 .60 :59" '7.0 • 1.0 • 15.0 23.0 233' 24x12 .62.. .49:16.0'. 24.0' 21.5 29.5 310 24x14 .62 .56 14'.0 22.0, 22.0 30.0 315 24x16 .62 .57 .12.0-20.0 .20.0 28:0 325 24x18 .62 .59, 10.0 • .18.0 18.0 26.0 .312 24x20 .62 .60 8.0' 16.0 , 16.0 24.0. 315 17 18 17 25'27' 20 -26 27 25 34 36 ' 33 .37. 39 '3. 46 43 4.9 48 52 48' 52 52 47 61 68 60 58 66. 58 62 '65 66 62 65 5 107 1112 109 107 108 101 I. 102 JOQ•. '96 101 100'....99 131 .144 '128 128 136 132 124: 128- .12 .123 119: 113.'. 139 13' .1-33 1O 195 170 iAø. 185. 175 170. 190 181 181 20. 185 180 190.188 210 210• 185 200. 210 195' 198 : 20.5 195- 215 222 212 220 225 210 300 310 .290. 325 335 310 31.9 310 304 316 315 304. 305 307: 304 REDUCERS _77 Mi xMl • Mi SEB ' . Mi LEB . PR x PE 5-635 5-636 '- 5-637 ,'. 5-638 Diiiiensions' . • 5-635 5-636" 5-637 5-638 Weights Size I T' I. • " L' L I. 5-635 5-636 5-637 5-638 2 15 94 Tyler Pipe/Utilities Division • P.O.Box 2027' Tyler Texas 75710 • 19031 882-5511 •'. •;., I • •• • •I. ,' -- ---------- •. . •,• • . -. Tyler Pipe . Subsday of. T Corporation •., ,. ,,. ' PLUGS:& CAPS I r T DT -12" 1.4'.'-.2'411 3"-1 2" .1411-24" 7iMJPlti :. •. .4J Cap Solid 5-650 Solid 5-654 2"Tapt5-652 2' Tapt 57655 Weights Max 5-650 & . 5-654 & ' Sl '; •. 1' .. Tap : 5-652 5-655 3. .46 2 .8: . :8 4.46. 2.10 .10 • , 6: :;.46. 2.. 18 . 17 2 •26 25 2. 36. 35 12 .56 : -2 46 . 44, '".14 . .62. .2: 79 85 • , 16 . ,., .62 '2 100 .93 18,' . .65 '•, 2 . 130 122 20,.. ..66 2 153' . 148 '24' ..' .68. •2 202 . 202 P:\JCAL JOINT SS3-DUCtILE IRON CLASS 350 FITTINGS SLEEVES . . 4 t rT Li .'.L LZ . 4 .. Short, . Long • . 5-644L . . . Dimensions .. Weigkts Size . 1 U . 5-6445. 5-644L 3. .34 '. .'• 7.5 12 13 19' . ,.'• 4 .3 5 7.5 12 17' ', '. 25 6 .37 7.5 12 28 39 ' 8 . .39. 7.5 12 38. .:' ' 10 4 • 7.5 12 49. . 64. 12 .43 . 7.5 12 56 . " 82 14 .56 9.5 ••15 111 ''141 16 1 .57 9.5 15 137. . 172 ....... 18 .68 ... . 15 ...1 .' 200 20 .69 ... . 15 :,. 269 : 24, 15 ... 15. :.. :368' TAPPED TEE 1' 'ADAPTERS. L2 Size Dimensions iii 12 10 41 6 12 67 69 MJ2" Topped Tee ' T 12 43 6 12 80 88 5642 Mi x FE FE x PE 14 51 6 12 126 12 16'' j.52. 6 12 166.' 149 . .. Size . Dimensions T I 'Max.Tap.. Weights 5-642,: 5-658'. 5-661 , 3 34 6 2 19 4 35 6 2 23 CUllING-IN SLEEVE Ml x F 6 8 37 ••? 6 6 2 2 . 37 ' . Cutting-In Sleeve..' ,•, 10 41 6 2 68 5645 .: .q WI . Dimensions Shippun 12: .43 . 6 .".2...'."88 . fl Size For Pipe Size I U T Assemlled 14 51 6 2 127 4 4805000D 10 95 35 16 52 6 2 164 ll-tl---L1 6 6907100D 10 95 37 50 I. A 8- 9059300D 10 95 39 67 '- 10 11.1011.40O.D. 10 9.5 .4,1, 122. '. ,: '.,, L--L---.1 12 1320135001) 10 95 43 157 in ed ends are faced and drilled per ANSI/AWWA C110/A21 10 Mechanical faint en4 qre designed to receive both standard and oversize gray or ductile iroi pipe as I hoWi abov e - 5 Tyler Pipe/Utilities Division • P.O.P0 Box 2027. Tyler Texas 75710 • (903) 882 5511 2-15-9A S VVI Nr' San Diego WW Branch 6,M &H VALVES Westburne Pipe & Supply 5150 University Avenue, San Diego, California 92105 • P.O. Box 5427, San Diego, California 92165-5427 Tel: (619) 282-8154 • Fax: (619) 563-6020 . ---- '4,- 4. .., 4,. II: •. ' I,;,,,- ,',. '. - .GENERAL .' ' Gate valves shall be of the resilient seated wedge type, fusion bonded epoxy coated to AWWA '• . •. C550, cast iron body design. They shall comply..with the American Water Works Association Gate1 Valve Standard C-509 as latest revised. RATING Valves shall be rated for zero leakage at 200 psi water working pressure and have a 400 psi . . hydrostatic test for structural soundness for 4" through 12". ' , , . -- ', All testing shall be conducted in accordance with AWWA C-509. . END ' Gate valves shall be furnished with type of end connection specified as follows 125# ANSI B16 1 CONFIGURATIONS, flange drilling, mechanical joint per AWWA C-ill; push-on ends suitable for stab joints with ,• ', ,' •. ductile or cast iron and C900 plastic pipe, asbestos cement ends, PVC, or combinations thereof. MATERIALS '' All cast iron shall conform to ASTM-A-126 Class B. Castings shall be clean and sound without defects that will impair their service No plugging or welding of such defects will be allowed Stems shall be manganese bronze having a minimum tensile strength of 60,000 psi, a minimum I yield of 20000 psi Bolts shalt be electro-zinc plated steel with hex heads and hex nuts in accordance with ASTM A-307 and A-563, respectively. DESIGN Seated Gate Valves shall be of the non-rising stem type (NRS) or the rising stem type (OS&Y) meeting the requirements of 0509. NRS stem thrust collars shall be cast integral with the stem and machined to size A stainless steel thrust bearing shall be incorporated as required to optimize operating torques '::' :' ' •"., , . -. NRS valves shall be furnished with two 0-ring stem seals located above the thrust collar and one below. 0-rings shall be set in grooves in the stem. The 0-ring grooves shall not be less than the 44 4 •: ,• root diameter of the stem threads. OS&Y valves shall be furnished with conventional packing and adjustable gland The internal and external iron surfaces of the valve body and bonnet shall be coated with fusion bonded epoxy to AWWA C550 Standards Gates for all valve sizes shall be completely 1 ' encapsulated in rubber including stem bore be field replaceable and provide a dual seal on the mating body seat Valve shall be capable of installation in any position with rated sealing in both directions Rubber seats of specially compounded SBR material shall be utilized and be capable - of sealing under normal conditions. The valve body shall have integral guides engaging integral - ".,., • . . -- tugs in the gate in a tongue and groove manner, supporting the gate throughout the entire I.. •. ,• . , open/closetravel. '' '. ' '4COATING. The inside and outside of valve body, bonnet and seal plate shall be coated with fusionbonded epoxy meeting AWWA C550 latest revision: 4 , MARKING' Marking shall be in accordance with AWWA C-509 Standards, to include name of manufacturer, 0. the year of manufacture, maximum working pressure and size of valve. ' IWRRANTY Resilient seated gate valves shall be covered by a ten year limited warranty against defective materials and workmanship Section 1 Page 13 ' ,'4 12" RIW VALVE : PUSH-ONX FLANGE GENERAL DIMENSION M & H VALVE CO. ...4067-23 ": .4067-23 " Standard• 406723-P. with' Post Plate ?" Sq. G No. & '-1 125 lb. ANSI,.. size of bolts std. drilling B-16.1 1. vALvE'': SIZE . 1 .A ' B' " .: ' C . D . . E ':, F G . H .Weight* '4 10 .51/2 3.22 '9 . 14-3/4 .' 10 .8:5/8 .15/16 '1 , 85 6'', . . 11-1/4 6 3.38 11 19 . '12 8-3/4' 136 .8. '. .12-1/4. 6-1/2 3.69., 13-1/2 22-1/2 . 14 8-3/4 1-1/8 207 10'. ' '. 13-1/2 7 8 , '. 350 16 ' 26-1/2 18 1 12-7/8' 1-3/16 306 '12; . .15 3.75 19 30 ' '18 1 12-7/8 1 1-1/4 535 *Add 16# for Indicator Post Plate 5 OZ Wi 11 ir San Diego WW Branch 7, JAMES JONES HYDRANT Wesiburne Pipe & Supply 5150 University Avenue, San Diego, California, 92105 • P.O. Box 5427, San Diego, California 92165-5427 Tel: (619) 282-8154 • Fax: (619) 563-6020 FIRE PROTECTION PRODUCTS - Bronze I ' Fire Hydrants J3700PL J-NO. DESCRIPTION J-3700 HYDRANT HEAD AND FLUTED SPOOL COMPLETE. (J-3701 AND J-3702) 4' X 2-1121; 6 HOLE PATTERN. J-3701 HYDRANT HEAD ONLY. 6' THREADED INLET, ONE 4' AND ONE 2-1/2' FIREHOSE OUTLET. J-3707 HYDRANT HEAD ONLY, 8' THREADED INLET, ONE 4-1/2' AND ONE 2-1/2' FIREHOSE OUTLET. J-3708 HYDRANT HEAD ONLY, 6' THREADED INLET, ONE 4' AND ONE 2-1/2' FIREHOSE OUTLET. TOP OF HYDRANT IS TAPPED 2-1/2' STANDARD IRON PIPE THREAD WITH REMOVABLE PLUG. . J-3710 HYDRANT HEAD AND STRAIGHT SPOOL COMPLETE. (J-3701 AND J-3703) 4' X 2-1/2'; 6 OR 8 HOLE PATTERN: J-3711 HYDRANT HEAD AND FLUTED SPOOL COMPLETE. (J-3708 AND J-3702); 6 HOLE PATTERN. J-3713 HYDRANT HEAD AND STRAIGHT SPOOL COMPLETE. (J-3708 AND J-3703) 4' X 2-1/2'; 6 OR 8 HOLE PATTERN. J-3717 HYDRANT HEAD AND CAST IRON RISER. (J.3708 AND RISER): 6 OR 8 HOLE PATTERN. . . . J-3720 HYDRANT HEAD AND FLUTED SPOOL COMPLETE. (J-3709 AND J-3702);6'X2-1/2'X2-1121; 6 HOLEPATTERN. . . J-3721 HYDRANT HEAD AND STRAIGHT SPOOL COMPLETE. (J-3709 AND J-3703);8'X2-112'X2-112'; 8 HOLE PATTERN. . ',.. • J-3740 HYDRANT HEAD AND FLUTED SPOOL COMPLETE. (J-3707 AND J-3702); 4-1/2"X2-112"; 6 HOLE PATTERN. J-3750 HYDRANT HEAD AND STRAIGHT SPOOL COMPLETE. (J-3707 AND J-3703); 4-1/2'X2-1/2'; 6 OR 8 HOLE PATTERN-.. ' THIS ALL BRONZE HYDRANT IS CAST IN TWO PARTS. AN "0" RING GASKET PROVIDES A POSITIVE SEAL AT JOINT OF. SPOOL AND HYDRANT HEAD. THIS HYDRANT IS A MODIFICATION OF THE BRONZE HYDRANT HEAD PRODUCE D B Y JAMES JONES COMPANY SINCE 1920. THE HYDRANTS ARE BRONZE THROUGHOUT WITH ALL PARTSCOMPLY I N G T O . THE AWWA STANDARDS. . . . • • • - . S . ' • ••. '' : , •, Meets requirements of AWWA C-503 Fi I, NATIONAL STANDARD HOSE THREAD WILL BE FURNISHED ON ALL HOSE THREAD OUTHLETS. ' ., • •' . ' " • HYDRANTS ARE AVAILABLE WITH BRONZE OR PLASTIC CAPS SOZ W1x'x3iL 111 ir San Diego WW Branch 81 LONG BEACH BURY ELLS & EXTENSIONS Westburne Pipe & Supply, 5150 University Avenue, San Diego, California 92105 • P.O. Box 5427, San Diego, California 92165-5427 Tel: (619) 282-8154 • Fax: (619) 563-6020 41. 3. in POO .1 . . . .. ,. . ,••. •. .:... ••...: •I 0. FIRE HYDRANT B[JRYS AND EXTENSIONS IS1(IIdtl1 Ilurys alltl cxli ilciolic art 1111(11 itt Ii, ivy 1St iitiil vvil'i 1 iii it liiiii'tl lfdliqi cdi illiil 6 or B hole as requited I SPECIAL DRILLING ALSO AVAILABLE 4i 11111 I . - -il FIRE I IYDRAN I I ••1 BUF1YS - r I t( 5(5 ...• .... . . . .•.;., ,• . II r II I . ' J . • . • . . •. i?.I • '..I f I. . . . . . . . . ,I . , • .. . . . . . • . . •...............• • •• I'I, ....... RING J MrcIIAtir( i\l IUlFJ I p AN( ('nUt K JOINT J' AvatIiI'I in 2:? P-1 () Aviil liii ill 11 lii AvaihIph, ill It):16",42"'Avnuhblp In 6 42 40 36 42 'III 11111 'I I Ii iitpll'3W.-l""...11,iii I' I 14,111 Jill itist I!) Im J(Jllm tllld 54 lencj(hsi IcI 1'JOTE All lnpiy mt 151111 iiiPiilc itt IICIIII I ts I iI Ii 111111 thu tilt 111111 (if hilt I • liiipni I tn I)omneclic. [till cerlilicatlon a)*YllableI . I •. • . . • •. •. . . . ,. • • ti.. '•It• .•, • • . • •• • •, ..............• ....... 5 1 I •:,. • .. ________________ •: . ••• .• . . . : • ...••• COATINGS I I/Il k I 011(1 ltu it h lmnii N uI lii' Vy slAnnsill - epoxy di (lilt Ii C Sill iii iii 1 d. ½ I XILNlON EXTNSLON . . . . . • EXTENSIONS (RISERS). y LONG IlADIUS BURY iii iiiic iii? iii itiinenisfrorn2' lo36nclusIhpkI$6' 9' ' 1 loitq iii lii is Itmi, y av iilihle with I iiu liii III i,uil15".All c'xleuslons can be fturnuslIcJ witI ot itout , ,nechanlu,t 101111 lieiul C r)i t'tl hi eal oil qrooves or. machined Qrooves.. I Ii 4,0 45 I E/\Cl I IRON WORKS, INC. LONG 1J : 110Wl 51 AIiAiIIM ,Iiil I 1 1)111 III 41 II CM II i)I1111A 901113 / 1.'1 11417 111 i rtt.)M i (213) 715 12l( r I I I I 17 Cl ii) A?') • It 1 21? 117 I iiiiiii y /ll II 1(1111 I / I' I I I Sill If itoh I' I II San Diego WW Branch 9, JAMES JONES J7969ip saddles p1 I I I, .•••I II . . . . .. . ... . . . . . . I p i . I. . .•1.h, ,•. ••. I. . , I p I(IIlI III.,,, . . : . . . •.• - :. . .. . I III p I I I I . I . .. .,• ............ . . . ., . . II I p lIp I't I IP 1 1 I I 1Ij I .:.. . I . . . . III, III I I.. •. I. I - I III I • • . •1 . •1 I ,I II, - - .1 t. I I•I I• .1 . I, . . . I-- II i p • .1 • p. I. I I•' III ...... I I •• . . II.. .. IlyIL1hhi I r.. . . . • I 1j. •• .•. •• . . . . I I. . . P II, 1I p •- •,••.• I... • ••I .:- • . I • 1 I Westburne Pipe & Supply I 5150 University Avenue San Diego California 92105 • 'P.O.Bo x-5427. San 0igo California 92165-5427 Tel (619)2828154 • lix (619)5636J20 J965 or CC IP Only "-1-l/2" 2" 2-1/2" 1-1/2" 2" 1 2-1/2" 12" ', ' 13.20" 3/4" - 1" 1-1/4" - 1-1/2" 2" 2-1/2" *14" Cl 15.30" 3/4" —1" 1-1/4" - 1-1/2" 2" 2-1/2" 17.40" 3/4"— 1" 1.1/4-1-1/2" 2" 2-1/2" BRONZE "I RVICE SADDLE." with 55 Straps :' 'J965 SINGLE Stainless Steel Strap for C900 Plastic Pipe Only J969 DOUBLE Stainless Steel Strap for C900 Plastic Pipe Only Nominal Pipe Size.' Pipe O.D. . . IP .4" 4.80" 3/4 P-1" 1-1/4 ' —1" 1-114 6"' 6.90" 3/4 "— 1-1/2" 2" 2-1/2" 8" 9.05" 3/4" - 1" 1-1/4 .1011' . 11.10" . 3/4"— 1" 1-1/4" - 1-1/2" 2" 2-1/2" Nominal . . Pipe Size Pipe O.D. IP or CC IP or CC 4" 4.80" 3/4-1" 1-1/4"-1-1/2" 6.90" 3/4 -1" 1-1/4"-1-1/2" 8" 9.05" 3/4" - 1" 1-1/4" - 1-1/2" 10" .' 11.10" 3/4-1" - 12" 13.20" 3/4"—l" - '14" and 16" are for C905 Cast Iron Size PVC 'MADE TO ORDER AND SIZED FOR STEEL 00! J965 SINGLE Stainless Steel Stran for Steel Size Pipe Nominal 'øipe Size Pipe OLD. IP or CC j, T IP or CC CC 4" ' , 4.50" 3/4"— 1" 1-1/4"— 1-1/2" - 6" ' 6.62" 3/4" - 1" 1-1/4" - 1-1/2" - .3" . .. 8.62" 3/4" - 1" J,._1-1/4" - 1-1/2" - 10". 10.75" 3/4"—l" *Must specify saddle is for steel size pipe. J99 DOUBLE Stainless Steel Stra for Steel Size Pipe '4" . ' 4.50" ' ' 314"-1" 1-114"-1-1/2" 2" 6" " . 6.62". 3/4".— 1" 1-1/4" - 1-1/2" 2" 8" ' 8.62" ' 3/4 -1" 1-1/4"— 1-1/2" 2" 10" 10.75" ' 3/4"— 1" 1-1/4"— 1-1/2" 2" 1,2" • ' 12.75" 3/4" - 1" 1-1/4" - 1-1/2" 2" *jst specify saddle is for steel size pipe. ' ,' Sction A 9214 . • . .. A4 Printed in U.S.A. 18 92 WATERV f t p p f t S u I1 San Diego WW Branch 'I itt JAMES JONES CORPS J-1929 • • • • • .• • • - :• • •• • ••• ••• •• .: ii . •. • • -:,,. - • •. •. •• • .. • • •• •• •. • • •, :.;. II 1•• •••• •• I •• . . • •• ••,••, -, • I -. .- • • .11 •••. •: . • .. ;i• . . • . ., . • • . . . • • . . . • • • .. • . • ,• ..II, V • • • •i • p I I N. I • .. • • •: • p •• • ./ • II.! 1,11,1 I . . • . . • -• . •• • 1 • •• • •- . • • . • . • •• • : • .......1 p • •• . .• • V it I . . •• • • •• - • • • • . • • • • •,•f • _•t•i iiI. i•,t 'I :. ......I • II I Westburrie Pipe & Supply 5150 University Avenue San Diego California 92105 • P.O. Box 5427 San Diego California 92165 5427 • . •• . • . Tel: [619) 282-8154 • Fax: [619) . 563-6020 . • • • ;• • •.; y. • • . • . p • : ...... •t • '•. . Ii t II .,-.,.-CORPORATION i ' i ' ' STOPS 0- ull-Wa Hare Hall Valve Type I - -- •j,f I/f I'¼ ..1I J1930 J-NO. DESCRIPTION SIZES J-1929 INLET MALE IRON PIPE: OUTLET FOR FLARED COPPER 3/4' V 11/2' 2' J-1930 INLET MALE CORPORATION STOP THREAD; OUTLET FOR FLARED COPPER. 3/4' 1 1-1/2' 2' J-1931. INLET MALE IRON PIPE, OUTLET FEMALE IRON PIPE. 3/4' 1 1-1/2' 2' J-1932 INLET MALE CORPORATION STOP THREAD; OUTLET, FEMALE IRON PIPE. 3/4' V 1-1/2' 2' T . J1935 j.-NO: DESCRIPTION SIZES J-1935 INLET MALE IRON.PIPE; OUTLET, TUBE SIZE COMPRESSION. 3/4' 1' 1-1/2' 2' J-1 9355G ' INLET MALE IRON PIPE; OUTLET, SUPER GRIP TUBE SIZE COMPRESSION. 3/4' 1' 1-1/2' 2' J-1936 INLET MALE IRON PIPE: OUTLET, PIPE SIZE COMPRESSION. 3/4' 1' - - J-19385GP INLET MALE IRON PIPE; OUTLET, SUPER GRIP PIPE SIZE. J-1937 INLET MALE CORPORATION STOP THREAD; OUTLET, TUBE SIZE COMPRESSION. 3/4' 1' 1-1/2' 2' J-1937SG INLET MALE CORPORATION STOP THREAD; OUTLET. SUPER GRIP TUBE SIZE. 3/4' 1. 1-1/2' 2' J-1943 INLET MALE IRON PIPE; OUTLET, MALE IRON PIPE. 3/4' 1' 1-112' 2' J-1944 INLET MALE CORPORATION STOP THREAD; OUTLET MALE IRON PIPE. 3/4' V 1-1/2' 2' NOTE: COMPRESSION NUT THREAD IS STANDARD COPPER TUBE THREAD PER A.W.W.A. C-800. ' B6 3 shVV I 011 f$4 San Diego WW Branch JAMES JONESJ1525 ANGLEMETER STOP I I I I ............................ - .•, • • • Y. V I I I Iii I I I III 1.11 I •:,. I •I.I,•• • • • • • .: •• I•• • • • • • •. •. • t . i . • • . I I I I - • • : • • •• • I,: I, Ii V t I I I I ,•• • .•..... • •. -... •••. .. • . • .... .,,. •1 • .: I,; . ........... tv (I II I I 'I Westblirne Pipe & Supply II 5150 University Avenue San Diego -California 92105 • P.O. Box 5427 San Diego California 921 65-5427 I Ui (619) P82 6154 • Fax (619) t)69-6020 I ............ 1 & J-NO. DESCRIPTION . SIZES J-4201 INLET COMPRESSION TUBE SIZE OUTLET SWIVEL METER COUPLING NUT. LOCKWING. 314 V 1"X314 J-4201 SG INLET SUPER GRIP TUBE SIZE OUTLET SWIVEL METER COUPLING NUT, LOCKWING. 314" 1. 1"X314" J-4202 INLET COMPRESSION PIPE SIZE OUTLET . . .. SWIVEL METER COUPLING NUT. LOCKWING. . 314 V 1"X3/4" J-4202SGP INLET SUPER GRIP PIPE SIZE. OUTLET SWIVEL METER COUPLING NUT, LOCKWING. 3/4" V 0 CURB.'STOPS - Bronze Ground Key Angle Meter Steps 01525 J-NO. DESCRIPTION . SIZES J-1524 INLET FLARED COPPER; OUTLET SWIVEL METER COUPLING NUT. . - 3/4" 1" - J-1525 INLET FLARED COPPER; OUTLET SWIVEL METER COUPLING NUT, LOCKWING. - 3/4' 1" 1"X314" J-1526 INLET FEMALE IRON PIPE; OUTLET SWIVEL METER COUPLING NUT: - 3/4" 1" - J--1527 INLET FEMALE IRON PIPE; OUTLET SWIVEL METER COUPLING NUT, LOCKWING. 3/4"X5/8" 3/4 1" 1 "X3/4" ---- •' , •• •.. • •. • • .1• •• •,, . .,• . D4 p,IlTh Ib - . . . . . . . l•I ii I VVI ' O' WThiurin ' L gII San Diego WW Branch 12,JAMES JONES SERVICE FITTINGSJ71548 : f I 1 I I I'. . •; . •III I•I II I I I • • . . •.. •• ;1.1 , i • I . • •• • . •• ( • . • • •. • • .. • • •1 ••. . ... • •. • ., I,• !.. • • • . .. .. . • II I .1 • . . . • '. • ••I•• •....• • . •. •. • •1 . • • . . . • • •.. .••• . •.. •• ,• .1. . . • ,I I •.• I I, lb I - • .• • •. . .: -• .. • • I. • • • . • .• . •1 • • • • . • •• • •,. ...........• • I • •I!• I ..'..I';IIi •II . . • • . • • .. .- • • .. - • • I, Westburne Pipe & Supply I I •• 5150 University Avenue.. San Diego, California 92105 • • P.O. Box 5427, San Diego, California 92165-47. . • • ......... Tel (619) 282-8154 • Fax (619) 563-6020. . • . . . . . •I• COU LINGS OTITTINGS - Bronze Cdd Is ___:t_- f. -J—NO... DESCRIPTION . SIZES J-1535 INLET FEMALE IRON PIPE; OUTLET FLARED COPPER. 3/4° 1° 1-114° 1-1/2° 1 2- J-1538 INLET FEMALE IRON PIPE; OUTLET FLARED COPPER. 90° BEND. 3/4° 1° 1 - 1-1/2° 1 2° J-NO DESCRIPTION . SIZES J-1548 INLET FEMALE COPPER THREAD. OUTLET FLARED COPPER 314° 1° 1-112° 2° 900 WITH COPPER WASHER. J-1549 INLET FEMALE COPPER THREAD, OUTLET FLARED COPPER 3/4° 1° 1-1/2° 2° 45° WITH COPPER WASHER. ABOVE CONNECTIONS HAVE FEMALE COPPER THREADS. THESE FITTINGS MAYBE SCREWED ON THE OUTLET OF ANY I CORPORATION STOP THAT HAS COPPER THREAD ON OUTLET I I'I . •. . C6 Li I Jfj. ... ..' :. xo $4i San Diego WW Branch 13, JAMES JONES J1973 ANGLE METER STOP : .1 . . . . .. . . . . . .,. . .•I•. i 4 I ., . . . . . •• . I. .. . •, I•I t. ••..•g I I 4 .•I If 4 I, I i Il 1 I' I I . . . :. ••.. . ..I I I I 4 4 I I I • . . . ., . . .. . . - .. ... .I.•.I. . ....•f.:.... .. • I • Westburne Pipe S Supply 5150 University 1 Avenue San Diego Califoinia 92105 • P.O.86x,5427, San Diego California 92165-5427' Tel (619)2828154 • lax (619 )5636020 - .4 , CURB STOPS - Bronze dO Full Port - Angle NTh Valves J1Y13W J1974W J-NO. DESCRIPTION . . . . SIZES, J-1973W INLET COPPER FLARE; OUTLET METER FLANGE. LOCKWING. . . 1-1/2' 2' J-1974W INLET FEMALE IRON PIPE; OUTLET METER FLANGE. LOCKWING. .. • 1-1/2' 2" J-1975W INLET COMPRESSION TUBE SIZE; OUTLET METER FLANGE, LOCKWING. .• .. 1-1/2' 2' J-1975WSG INLET SUPER GRIP TUBE SIZE, OUTLET METER FLANGE. LOCKWING. . •, 1-112*.'.' 2' J-1979W INLET PVC COMPRESSION; OUTLET METER FLANGE. • • • 1-1/2' 2 . •' •. :1 . •, S . • • • •', ••,,• ,• • - - • • • , ' • ' I ' '.,'. '• I I,• 'a, •, • • • aI " • • a' , ,''• ' ' •,, , •, 1. a • Dii •. . . ' ' ' • ' ' '.• 'I' - ,:' L San Diego WW Branch ' •. 14,41/2 METER BOXS -, . : • • . • . •'•,•, •... :' '., ,' . .•'. . . ..': . .,.4••. 1'••'ll• • ' ' . . ' . . . ' . :', ' .' ,: I'•.', 'I.' . , . . . ••••••••••••••••••••••••••'4 . , . . . . - , .' .' ,,' , ., ,-•i.,'' I. I •• . C III ' 1 I , I 44i . . . , ' .............•' .': •'''' •,I4 ,•,,, I t 1 I 'I ' CWo I II I I 44 I 141 I" Ii C ' I, I hIp . . , . 4 I • I •'.• - . '. C I I4 I 1114 Westbur'ne Pipe & Supply-.I 5150 University Avenue San Diego California 92105 • P.O Box 5427 San Diego California 92155.54?7 Tel (61)282 8154 • Fax (619)5636020 I I , 77-7-7 : .•. 4' [1A ga c) iA TS StEEL-COVERR SUPERIMPOSED . . C %T- 28 tbs.. ) 16.18 2311 B' 4 BOX... .: . . -100 tbs.) 16fl - 31 t 2311 II I' .: . .. 3.4 . - 11 ,•.'.•, ... I' II I 'I Il/4 S 2011 ..41611• . . ... .-.-.. X - - EXTENSION . . • ,( WT -. 50Ib; '98 tbs - ----- - ..... . . . I. CONCRETE READING LID (wT- 5lbs ) •.• . . ,. it -, 2C .: . ••.• CONCRETE COVER . . .... ... WT-.25 tbs. 12 .2PC CONCRETE COVER ( WT- 26 tbs. ) AL Pp MEMBER RECEIVED FDEC - 4 1995 CITY OFCAR3.9,. SUBMITTALS For: City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 Contract No. 3417 LA COSTA DOWNS PROJECT SECTION: Striping- Pay Co Specialties- Tab #1 Paving- SRM Contracting- Tab #2 Dry Utilities- Southern Contracting- Tab #3 Manholes- R & C Structures- Tab #4 Catch Basins- R.B. Construction- Tab #5 Fill Sand & Rock Material- Tab #6 Concrete Material- Tab #7 Prepared By .. Basile Construction, Inc. 7840 Dunbrook Rd. San Diego, Ca 92126 (619) 586-7800 ( f -rL,E 5 tWerWr, "I 4 c 1rrs ,r" ,L AL- '3G& 66,tS çc E .00' '4. OVCA 9 L 6E 5 4' 7. C0,4JI= - M % 4'ppcO. ucE A 6PA I zccrc Q-9 t I. &S6. CÔrreeiicns Or comc nace on the sho ii 'eviev do nrf rev he ontctor his r i&IW ,fc thL it of th draw1s and TTh ;s tw is on, '- eck c ener cutformjvo with the c(esirl .pf of the p-ct na genera' companc. wii th Co r: reri:s. The contractor remains respnsb for :. ' ':rrstiiç a;t dr.engior1: and quantities; seeing f'i /M wt1 tcrr 'res of construction; coordinatUi th h' It Of/.;I1.icb, u;'i p(:tf(JflhiIii(J the work in a safe and atisft PAYCO SPECIALTIES, INC. GHWAY STRIPING CONTRACTOR 120 NORTH SECOND AVENUE CHULA VISTA, CA 91910 (619) 422-9204 FAX (619) 427-1620 Jill NOV 161995 7L 1S.. /AJ ~4"J 11426oS rt 14 V), ~- e- S ~t fl4MJF'tc7vd-(-S c~/6ii)S ,j7L flS s7&7 ,v4'7&, 41-so &v7 S/jS kZ /73' AJfZL •P/2d viZ 1-o'2- L//— &j S71-4 be) J4JS 1VLJ 4" y 1/77) ,4 5 /i i?4. c) SC4Q 2' 4,11%'.S Cs/vC&2t V LICENSE #298637 (WBE) b\! y: _ . .-kIfI1 • IL.. LIiL. i JAI) Wil.1 •tUJj 'r is ,• •• • •5 • __ • I5. ' %_J iL £ £ d . #— t.1 rk ir 4: _ UNISTIU1 LOW.• UNITE1Ur LOS ANGLES 14EEJU r: MA,uAJcrpvr1NuE SANTA PE øAINI3a flA 9070 TRAhFIC CONTROL SERVICE I HUNb iuI) I)'I flitUi 1981 BEThIORE LANE STATM CONTMACTOR'S . ANAHEIM. CA 92805. •LISE441J9 :: .,... DA1 PURCHASE- ORDER #A066, - • CERTIFICATION OFMATERIALS i •• •• 1. LATERTALS: TUBING WIll-I PLAUI FINISH IS ROLL FORMED FROM 10 GAUGE TSJANu 12 GUAGE (.105 U.S.S. GAUGE) HOT ROLLED STEEL, ASTM DES. A-570 GRADE C2 PICKLED AND OILED GALVANIZED FINISH, ROLL FORMED FROM 10 GOAGE (4135) AND 12 QUAGE (4105 U.S.S. GUAGt) COLD ROLLED STEEL, CiALVANIZED MATERIAL ASTM DES. A-446 GRADE A L . 2, GALVANIZED MATERIAL (COLD ROLLED STEEL) IS HOT DIPPED GALVANIZED ; COATING CONFORMING TO ASTM SPECIFICATION A-525, DS G90. ZINC owl - COATING FORMS AN EXCELLENT BOND WITH THE STEEL SURFACE SO AS NOT TO I3 AFFECTED BY SUBSEQUENT FORMING OPERATIONS. CORNER WELD IS ZINC COATED AFTER SCARFING OPERATION. EXPOSED EDGES ARE PROTECTED ACAINST CORROSION BY "SACRIFICIAL ACTION" WHEN ZINC IS PRESENT ON INTIMAT& 4OJACENT AREAS, • • •1 Z -z' /41 4L 03A RMONOA I CUSTOR sERyIçE JE1. 16 • • • • p su • • SENT BY: 'I . f -10-94 ; 7:39AM : • TCS. LC.•-' I ii -IOU -iO-i-'.- it 3m (kiln pwl rVN.%460 TRAFFIC CONTROL SERVICE, INC., 929. RANCHEROS DR. Gulri, AL a3.0480 - 331$ SAN MARCOS, CA 92069 l41y 23, 1993 Ot CotoMZZ: I(k trre1Jc,'?y'ii 9)• 5fiJC wm TX5 Xli to CRT1Z TEAT Tas $4UWII ZL'PD ?B IUDXGTU flZRZX1 ALAO OMPLINN • BRAND RLECTtVE SHETXtQ, EN61N1EEt (RAT3Z UG. 3290 WHXV2, 1484 ORAN091 3273. YrL01f. 1ftCX?li (8)i 5961. jr(uo N)t TP 3030'5 OTATZ OP CALIFORNIA, DE1RTNT OF TBAN8PO3TAflON SPECIPXCATION& FOR RZFLECTIVO SflEETNG ON ALU)IXNUM SIGNS thXCH 1984). ENCLOSED tENS. RESULTS OF TEST ON 8MPI8 REP03NNTATIVE OF MTERXALS AR - . . • • . .• -'• ' ..'V . :- A1m 8IrON TO 'OE X2`60 X(4 UT D7., 01' . • ;.A!4 ILI ? WA -. '.. • •• .,rq..........• • SDWVE OF ALABAMA AT L( MY COMNI3$ION EXPX]EE2 ThNUAR 22 1995 GUIN.QUALITY aoNTROL ¶1AFFXC CONTROL MATERZALS DIVILXQN i •uU fU!,T 1 LCS ,.JJ. 5-1U-J4 ; stNT gY: 7;4u1 3M Quin Plom Rom • TRAFFIC CONTROL SERVICE, INC. po Af deo 929. RANCHEROS DR. SAN MARCOSI CA 92069 MAY za, 1003 . . 3M 1IvoXCL 1O: TP iu405 - 4j.%4I% . FL' MATT LOT NO srzE rt AM OF DXVE)Gfl j IN )C . Y1s . 3290 WfS31 36X100 4 109.5 +30 $7.0 3.0 3290 t1)$418L 3 30100 108.6 55.8 +3Q 56.6 357 1484 MT2 3. 4)(50 .4 31.79 3.656 • • +30 16.34 3.0.46 3271 UMI'33. 6X50 .-4 76.8 3.5 • +30 40.0. 25,3 3271 UM842 1 30XSQ . -4 74.1 3R.3 • • . .• +0 •38.e 245 ••. • IN I . • •• • LEVC-5RIu f736 . .. .1. • TR(FFIO OWrFK)L 8/k 1881BOLAN ANAHEIM, CA 02805 ATffl: WES P0. HUM lTMS QTY TCS. INC. - 1 619 480 4784: c -1cJm OP. COMPUAtICE F O R AL1JMU'WM &.090 1 certify that thG materials listad below comply in all respoct With the mataral. and workmanship requirements for ALIJMINTJM flZ.tUK .%$ .C60 - Furthermore, I cettIy ihat I am an offI1a1 representative for the manufaoturer of these mat9rials and wttre phslcat endi'cr ohemfoal '(eat requimments are part of thO material cpeoIflctfQfl the manufoturea huB pefQrmed the nceseary quality controls to..; subianiiate this cerdfiaatlon: CODE DESO IPTI • MI3AG •, • '1 '4 I • a. &b>O 2Li2VX3 • • : s 4-.. • : . • 5112194 D t _--- - iar- '-',---__- - '•" Signed •. ________________________ _ _ _ _ _ _ _ _ _ .• 1Cepeth Ou • PJu.M MAng*r :•".: OCT-23-1995 1006 FROM SUPERIOR READY MIX TO 5867809 P.02 , 101 &I! U&.1 IIV.WAV I • VU • _ SOUTH COAST MATERIALS Co. SNITH CUST MOMS to. rw Superior Rewv iciw * V€ OF &11i cLEflD tSW1M PART MTE 20fl3/9 701 9RVO DRIVE PRO,1S t.a Ds 'ojb ) Type 111 2 t1!2' Pke £fl, rj()3 . SR4O0 f%;R ö I Type Arqaté &5Ø UN 4LIN AORMS f P?H WYE R&Y.01.0 6ATA TItJL Jff nr;iE8IIrE 0.0% 0% 30. 10% FILLER BD 64 BIN 23 l RLL A,4,1HURTES MR= P.121%w - PERff 1E1E TOTIL TOTt TtrrPi TornL TOUL C0?WD P13LLD GJRE SIZE PSS USED PM UD ISS [D go Mp pfa tW PhSS itE FR1R bilE 1_1i4A 0 100 0 100 34 100 30 100 M lOG F414 o ioo o ioo is No 30 too 55 too (I 12 0 ÂOU 14 1W J'J UQ 200 100 1121 0 o 79 It too s g'95-100 1/26 alai 0 0 13 Z 94 es to 55 05 50-95 *4 0 1 0 2 0 21 & WG 5 5-7e 94. 0 0 0 1 0 2 1 3 4 7 38- *15 0 0 o 0 0 1 0 64 35 r 35 gig 0 0 ' 0 0 0.0 A6 PA pfi *30 150 0 0 0 C 0 0 0 29 1E. t& 50 0 0 0 0 0 0 0 lB 10 10 .. 0 0 0 0 0 0.0 -----------..------ IL 6= 5 4 • EITXFITICN D CIFLI4Z • MIX DESISN 14 six 0% • In $nn It by *ci: • t DIN is *2DJN 30% This is to opertify. that the sph43tic Correte lknufauvjmd iyj the 1 DIII ? CIty of Cap1hø, Cfbrif a by South Cnat ValeftitIs Cb. Onfolls with tht SANW ifIcat1os for Public Works Gam-'ruction, It/C o-i oo- iii C3 am" w.3 thtw Cuyre$e. All aqqregates for btit 1 -.5 aw Wvdad from Califwga Nine . IentfIc#iun t*0br 3-37-QQW. PpetN1ty, - P.O. &)XJ024 OCMNSIDE. CA 9205Ø24 Lwqnt 22&J OCT-231995 1007 FROM SUPERIOR READY MIX 10 5867809 P.03 V4.#I L,J J! I hi I III UVIL%JLVJ.V I • W1 Soum COAST MATERIALS Co. EAJF, U%T k4IMPI S 11 rirTirnR Sui1or AQAAY N.8 TV1 LSBRD PtftT PUNT DATE 19F1Pi5 101 )W1It DRIVE NOJ. La Costa 1ki Project ) Type III 93 13W P'.) CQIVAWI gR ) A4000 Asphalt Ott ) Type BA"repto 4 HUMINS 1W141i6 a: ENO SW'h WiL.7bis i1TI1 TQThL PEf1NT M!R11 04% lOs at. 25 4% 1005 FILLER BIN 1K aiP W BIN V BIN RL ALL. AMEEMIM PLENT PEKff MOT P2kI! P11T SIE'JE TUTL IOTPL TOTAL THTAL 1Tflft W48fl9 SlClFIED BIEW SIZE AM ISFA PM tEED PtS M. USED P299 USO OM RNM FAM WE 1414' 0 200 10 200 RO 100 5 100 45 100 Z-1/4 0 10 10 100 20 IOD 15 100 45 100 100 . 0 82 B 100 20 20 100 45 98 95-100 3141, I,a a 8 2 79 15 100 ES 100 45 a 87 1/211 0 t 0 13 . 94 at 100 45 = 11 6-80 318' 0 1 0 U i IOU 51 4&U . 0 0.0 1 0 I 03 37= 28 MAI *8 41& 0 0 0 0 0 1 0 64 49 23 Rfi 94-9 0 0 0 0 0 Q 4 1 *05 430 0110 0 0 Q. 0 0 0 0 23 13 13 *100 0 0 & 0 o 0 018 8= 8 *100. 0 0 0 0 o 0 0 U 3 5 3-7 0206 OF ,u uSfl 44 81N LOs To thri It ff1y Po€nt 43 $U 20 *EBIN 5% This is to certify that thQ Jbgnaltic CncPte MaTi%fackmid in the #1 aiw 451 City of Cqf ca1ir9n1a by South Coast K-Y&AIM with ft *tonSa'd 4ifirM icav fQr PublAc 1ks .Cnrucion, A/C 5. Ectio6 203-1 & 4004 for Type 111 83 f3M' W. I (twltto Cflte. All A94ngatas for bimj - 5 are 'ued fmc California Mine dtfftcitto Nwi8 9-370016 Resoattuily, k 0IY749 •(J -I zck M7CtU9729%0 40v P.O. eo M6324 KFANSIO.P. (A 9241lI-632 OCT-23-1995 10:7 FROM SUPERIOR READY MIX T-•1315 FR1 9: b4 i1P1' WNSUIiIN IvKUUI' 4455 Mwphy Caiiyon Road, Suite 100 Sn,, flin. 121ffnrrna 9212 TO 586789 P.04 rrut v. v iiània,c. (619) 73-1777 - Te]epbone.;. PHYSICAL PROPERTIES OF AGGREGATES Ciorit aimLJ Nam __POJlj$.4E - - Job No. - - -- UbiceNo Daze W Rcoart ismiall- : 1 ~4 Project t40RMPNCE T€ST*IG. . .• -. .•.- LOCOtIQIb cAALSEAD - •-- -Dole - lypie 01 Aggregate CLASS IVAS 314 SuhiittJ By W CHAPMAI4 Vatic - Ocy -- ---.----..- - .-• •. _I- • of Avguto C.&ISR&D PLANT Auftdod By ____________________ Date Tot Stondada dye ASTM 1JA693 OVIWWIC T1O*C ____________ ________ _____ I --• - -.- %;Iwstnsd pviccia a— •- - _____________ -- sodium sulfate .._ — - -. ASTM C48 -call 2 %Woo'. IOOrev. - - ---.-. 60 al C1 % Wocu1 OG ro'_ -. 23. •. _!fl rdig )Jwon '% Wear. -TtV. _________ ______ ___ ---•• øealrnu3s Vahie - -r - - 25M1L 300 P.S.I. U Nalat%zie M*. Dwy Do,'vltv. ME Deaaiy . Opamum Moeaur*. 7$ DD1557 D AASHTO T9' -- -- -. .•• t • • • Abmt'IptDn. % - • sp '-•.. . - '4 O%0UO . •. OCT-23-1995 10:08 FROM SUPERIOR READY MIX TO i949'S 15;:02. cXJST. MATLS. LAb 5867809 P.05 . Ad. (NDUS?AL AWWAII Ootober 19, 9Y BPERIOR RBADY NIX me VEST flis9ZOU. RD EDD3O CA 92829 ATTN; FRAIUL F*K#t (619) 5$3-3147 REI COSTA DVZWV(S Gent1emn: This im to certify that ye viii fvxniah asphalt pav:Wis Rite?Lei for the above- referenced project te camply With Stet* of Stinderd Spealfications for Sectiu 39p 3/4 Max. med. and 212 -maxp ned. gradation Type aggregate. The AEphit Cement will coicirm to Sea. 92 of the above eywFillasUan Sur AR-400 v io.1*,y r,sd*. thr Mix 1esiw t18485 are enclosed for this proJ.t afiiei L Chapman Director Cónatruction Plte!z-ie1ø Laboratory $eiflber AZT)l, AAPT, 15AP, Ad DC/dh oe Yiata wC1E TO THE CONTRA ImduGtrii Aph.it will not be reipbnmibie If the contractor or his rpreetativQ, at the-j-", of delivery, ordere e mLx other than thøue oovqred in the above øertifieatiefl. .C4 W_ M0tfl1s Lboro?ory, caw Forniu ivnd Cl7Ob PPn48)334434 (618)900 :: rwiir FPm UU PASS LEQ PASS USED P0$ USED PASO USED PAOO USED PASSIZ(G 100.0 1.0 100.0 Q.0 100.0 1?.0 100.0 17.0 10.0 20.0 100.0 414 100 i Qa' ico.o 14 i000 o.o 1000 13.0 i0.0 17,0 100.0 25.0 100,0 41.0 im Id 100.0 1.0 100.0 0.0 100.0 13.0 100.0 17.0 1001) 2&0 100.0 41.0 - 100 01W 1004 1.0 100,9 o.0 05,0 12.4 100.0 17.0 100,0 29.0 100.0 41.0 99 im 100.0 1,0 100.0 0.0 V.0 0.0 810 14.8 bOo *0 100.0 41.0 05 310' 100.0 1.0 100,3 0,0 2.0 0.3 244 4.1 01.0 213 100.0 41.0 72 #4 100.0 1.0 100.0 0.0 1.0 0.1 2.0 0.3 20.0 0.1 90.0 408 so #0 100.0 1.0 100.0 0.0 0.0 0.1 . 2.0 0.3 4.0 1.1 85.0 338 *18 100.0 1.0 1004 0.0 0.3 0.1 1.3 0.2 1.0 as 60.7 27.3 29 #50 100.0 1.0 100.0 0,0 04 0.1 0.5 0.1 0.5 0.1 40.0 20.1 430 60.0 1.0 100,0 a,a Ok 0.1 0.2 0.1 04 0.1 2&8 11.7 13 #100 95.0 1.0 100.0 0.0 05 0.1 0.5 0.1 0.5 0.1 10.7 dO 8. MAN3 - 2' 1112' 100 1' 95-100. 3MU . hr. 3540 X= 301+/4- #4 X_ 1 36 144J #0 X I 2Z+14 #3U. H OCT-23-1995 10:08 FROM SUPERIOR READY MIX TO 5867809 P.06 r, • i. I%1 I0J% 13.01% 17.0j% 28.0 llb AM JPXLLER J8IL# SINO4 IDIN#J 911402 IN#1 WQE1 TOM _J It 0t39. 247 7-I1. 121 L?S. 1.1.9 Y..2. 750 LBO. LAW 185 •. DATIL. 10119105 ROJ cOSnOWN8 'YYE0FM1ST3/4MAX.M. A.t.ORADP., AR.401 is- s&# -. 7490ED OFATG W1JWTRIAL 1k ASPHALT INDUSTRIAL ASPHALT LOQATtON: V1TA UPRZO1(.RMC am 00.0 03 100.0 0,0 0.5 0.1 Ok 0.1 04 0.1 5.3 3.4 $ $4 LIS 14 OF COMM A3PGAT-1.10 pwy *owx $.I'% PLUS 100 AOØROTh SUA.00 AREA 25.0 LI .' •mftA60M&L'? 4,9 % PLUS W9HT P10N ___ % AGGREGATE 91 L DAN1D.H.0HAPI1AN BATH WT 2000 L35. 01REI'0R COWMAIGRUW8 LA WA)D 1sLW0 ' msr.MANAOERLAOORA OCT-23-1995 1:09 FROM SUPERIOR READY MIX TO 81990929±9 NST. t14TLS. LAU INDUSTWAI. iNDUSTRIAL ASPHALT LØØAflOII* VGTA SUPERIOR RMC ABP4AL.T 1_0.011% Oj% 33[% L°I*' IAGO FUR BLN05 LEZN,4 BZN3 BI1#2 Isfl#1 IWGzW I I II"N _19 LOS. -0 MS -° M 284 ,T 624_E!'L 96 I.N. 58678e9 P.e7 114w irnoios MOoWNS rMrz• sT1a - - - COW1ND OPRgA7ThO rJF PaI* USED PAJS LW PASS USED PASS USED PASS -USED VASS USED M55NU 2' 100.0 14 100.0 0.0 ¶03.0 0.0 10040 1919 100.0 *0 100,0 51.0 100 l ist, 100.0 1.0 100.0 0.0 lua.0 0.9 boo ie.o ix.a 35.0 100.0 54.0 1' 130.0 1.0 Inc 0.0 100.0 0.0 100.0 15,0 10010 35.0 100.0 51.0 - 100 314" 100.0 10 100.0 00 20.0 0.0 100,0 130 100.3 s3.0 100.0 61.0 500 112' 100.0 1.0 100.0 0.0 70 0.0 00.o 125 100.0 354 100.0 51.0 go *18' 100.0 1.0 100,0 0.0 to 0.0 24.0 3.0 91.0 30.0 100.0 51,0 14 1000 1.0 100.0 0,0 1.0 00 2.0 0.3 34.0 11.2 90.0 50.5 63 13 100.3 14 100.0 00 0.0 0.0 2.0 0.3 4.0 1.4 35.0 41.5 #15 100,0 1.0 boO 0.0 02 0.0 1,0 3.2 1.0 0.5 55.7 54.0 100- 35 400 100.0 *.0 100.0 to 0.5 0.0 0.5 0.1 02 02 *9.0 210 21 050 90.0 1.0 100.0 0.0 0.5 0.0 0.0 0.1 0.5 02 *0.5 14.5 id 25.0 1.9 103.0 0.0 0,5 0.0 as 0.1 as 02 10.7 U to LIM too r. 100 $400 X l44I+/4 08. 16 Xi *J +/;s #30, Ilk 410: *200 00.0 0.0 100.0 0.0 as 0iQ 0 . 5 0 . I ' 0 . 5 1 3 . 2 U 4 2 3$ LP! 1. 'KM OP 00M8INEDA3fGA1t..'.1,i3 141 A$P$ALT * iwo i aJRFAOEM 00.7 .oumloE. PjRCMMPHALr 5.4 . ,wS ABCs L94 . ION L" K. CHAPMAN BA= WY. 2000 LBS. !CTOPa CO 5T.MATEUALB LA 8DWNV H, WOE 11 0 T.MANR ..m V UC. NO. 222252 559 Twin Oaks Valley Road • PLO. Box 445 • San Marcos, California 92079-0445 PAGE 1 OF 2 Tel. 619-744-0760 • Fax 619-744-6475 LA COSTA DOWNS, SP201 ASSESS'ENT DISTRICT NO. 92-01 PD 414 CITY OF CARLSBAD STANDARD ELECTRICAL PRODUCTS LIST SOUTHERN CONTRACTING COMPANY ------------------------------------------------------------- PREPARERS COMMENTS THE MANUFACTURERS ON THIS PRODUCT SUBMITTAL LIST ARE THE MANUFACTURERS INTENDED TO BE USED FOR EACH SUBMITTED PRODUCT. IN THE EVENT THAT THESE PRODUCTS ARE NOT AVAILABLE FROM THE LISTED MANUFACTURERS, AN EQUAL MANUFACTURER SHALL BE USED TO PROVIDE THE PRODUCT. ONLY PRODUCTS THAT ARE OF EQUAL MATER— IALS, QUALITY, AND GRADE SHALL BE USED. PRODUCT MANUFACTURER EQUAL MANUFACTURERS CONDUCTORS, TYPE THWN HOUSTON W & C EXCEL, ROME, SOUTHW IRE, /THHN STR, CU, 600V TRIANGLE, CAROL, DIAM— OND, BELDON, ESSEX, ITT ROYAL, GENERAL CABLE, MANHATTAN, LARIBEE CONDUCTORS, SD, CU, GRD HOUSTON W & C EXCEL, ROME, SOUTHWI RE, TRIANGLE, CAROL, DIAM— OND, ESSEX, ITT ROYAL, GENERAL CABLE, LP.RIBEE WIRE COMPRESSION THOS & BETTS SCOTCH-3M, IDEAL, AMP, CONNECTORS PENN—UNION, BURNDV WIRE PULL LUBRICANT IDEAL BURNDV, HOLUB, POLY— WATER CONDUIT, PVCAO PW PIPE CARLON, CANTEX, SM CONDUIT FITTINGS, PW PIPE CARLON,CANTEX,JM,R.G. PVC40 SLOANE CONDUIT, GRS ALLIED TRIANGLE, WESTERN, PITTSBURGH CONDUIT ELBOWS, ALLIED TRIANGLE, WESTERN, COUPLINGS, GRS PITTSBURGH GROUND ROD, COPPERWLD PENN—UNION JOSLYN, BUP.NDY, DOTTIE, PORCELAIN PRODUCTS GROUND ROD CLAMP, PENN—UNION THOS & BETTS,BURNDY, GROUND CONNECTORS OZ—GEDNEY, APPLETON, JOSLYN,DOTTIE LIC. NO. 222252 559 Twin Oaks Valley Road • P.O. Box 445 • San Marcos, California 92079-0445 Tel. 619-744-0760 • Fax 619-744-6475 PAGE 2 OF 2 PRODUCT MANUFACTURER EQUAL MANUFACTURERS PRECAST CONCRETE SAN DIEGO PRE— ASSOCIATED CONC PROD, PULL BOX,# 3 1/2 CAST CONCRETE BROOKS, JR CONCRETE READY MIXED CONC— PRE—MIXED CONC— NELSON—SLOAN, CALMAT, RETE, 560—C-3250 RETE, FENTON SUPERIOR ELECTRICAL TAPES, SCOTCH-3M PLYMOUTH, BISHOP WATER PROOF RESIN PACKS STREET LIGHT POLES PMERON (SEE ATTACHED) STREET LIGHT LUM— TAOS & BETTS (SEE TTACHED) INAIRES (AMERICAN) LAMPS PHOTO CELLS FUSE KITS FUSES SPLIT BOLT CONN— ECTORS SYLVANIA FISHER/PIERCE LITTELFUSE LITTELFUSE PENN—UNION (SEE ATTACHED) (SEE ATTACHED) (SEE ATTACHED) (SEE ATTACHED) (SEE ATTACHED) r - =ff A A mepuka,, Contemporary Series 2C2 Round Pole - Anchor Base Pole Length - 18'4" - 26'4" Mounting Height -199" - 289" Arm Length - 410" - 6'0" Ameron Contemporary Series 2C2 prestressed concrete lighting poles are ideal for street lighting, recreational areas, parking lots, park security and walkways. Application can be post top or mast arm. These strong, durable poles are available in optional color finishes that blend attractively with the environment. Ordering Information eight Height r('CR- Rl~~ .'CX' Tapered Steel Steel Pipe or Aluminum Length/ Arm Mounting Order Mounting Order Weight Length Height* Number Height* Number 184' 40" 19'9" 2C2-17R4 200' 2C2-17A4 620# 60" 20'5" 2C2-17R6 20'9" 202-17A6 24'4° 4'0° 25'9" 2C2-23R4 26'0" 2C2-23A4 930# 6'0' 26'5' 2C2-23R6 26'9' 2C2-23A6 26'4' 40' 27'9" 2C2-25R4 28'0" 2C2-25A4 1000# 6'0" 285" 2C2-25R6 28'9" 2C2-25A6 Order number nomenclature: 2C2 (pole type); 17 (pole length); R (lumineire can type); 4 (luminaire arm length). Luminaire mounting height calculation assumes anchor base set 3" below grade. Mounting heights are nominal (±6"). Luminaire shown not included. Double Arms Post Top Mounting To order double arms, add the letter "D" To order post top mounting, add the letter to the end of the pole number. "P" to the end of the pole number. Example: 2C2-17R40 Example: 2C2-17P For more arms per pole, please inquire. Please specify tenon requirements: diameter, height, taper, etc. Csd1T# 202.123B cw,qp%MJ Series 2C2 RôUr Anchor Base General Information The Ameron prestressed tapered concrete pole is manufactured to obtain optimum strength. Each Ameron pole feature accurately placed high-tensile steel prestressing cables; a welded, spirally wrapped wire cage for torsional reinforcement; high-strength centrifugally cast concrete; and a surface treated to insure uniform texture. Proper concrete coverage of all steel members provides maximum pole life. These poles conform to applicable sections of Ad, AASHTO, ASTM and UBC standards. Where other codes or special requirements govern. Ameron can furnish the necessary data. Surface treatment Ameron concrete poles have blasted surfaces and are uniform in line and texture. At purchaser's option, poles can be provided with smooth surfaces imparted by the mold. Finishes Purchaser has the option of choosing from Ameron's standard color finishes. Poles can be provided with a protective acrylic coating for preventive maintenance. Pole installation Ameron concrete poles are provided with galvanized steel anchor bolts meeting appropriate ASTM specifications. Bolt setting details are provided with shipment. Base cover not provided. Notes: For detailed information, see Ameron "Specifications for Prestressed Concrete Poles. Manufacturer reserves the right to alter the design of this product without prior notice to customer. For special loading requirements, consult your Ameron representative. r r • - - - .._,...A ,. Loading 80 mph AASHTO zone (1.3 gust factor) = Maximum Fixture EPA (6' arm, 30" 70# fixture, - ,rise, center point 7.5' max.) Single Single 00ub1eSteel -. Aluminum Steel 20 Pipe Arm Pole 2" Pipe Arm 20 Pipe Arm (1800) 5" dia. round top; mtg. ht. 29' or less; 6' arm with 2.5' rise 2.25 ft2 2.25 ft2 2 © 2.25 ft2 0—TS. round Pole length Tamper-resistant handhole cover 18° I 3" grade Anchor bolts 3h°x18°x4' (2C2-17) 1"46°x4° (others) 14° Bolt circle Ameren Pole Products Division 1020 "B" Street, P0. Box 755, Fillmore, CA 93015 (805) 524-0223 FAX (805) 524-1537 12/89 Horizontal Cutoff High Pressure Sodium 70 to 400 Watts SERIES 113/114& 125/126 FEATURES 'All die-cast aluminum housing for long-life, dependable service "Breathing Seal" developed by American Electric for preventing contaminants from entering optical assembly "Trigger Latch", also developed by American Electric for easy, one-hand, no-tools opening of the fixture for installation and servicing Flat lens optical assembly for reduced source brightness Ideal for applications: Roadways Parking Lots Shopping Centers Apartment and Condo Complexes Ordering Data High Pressure Sodium—Series 113/114 Catalog Number Primarj Power Approx. with Photocontrol Volts Ballast Type Factor Wt. (Lbs.) Receptacle HORIZONTAL CUTOFF 70 WATT HIGH PRESSURE SODIUM 120 Regulated High 26 113-562E2-DJ 120 Reactor Normal 17 113-570E2-DJ 208 Regulated High 26 113-564E2-DJ 240 Regulated High 26 113-563E2-DJ 240 Lag Auto Normal 22 113-573E2-DJ 277 Regulated High 26 113-565E2-DJ 480 Regulated High 26 113-566E2-DJ Catalog Number Primary Power Approx. with Photocontrol Volts Ballast Type Factor WI. (Lbs.) Receptacle HORIZONTAL CUTOFF 100 WATT HIGH PRESSURE SODIUM 120 /24Degulated High 26 113-9113"D 120 Reactor Normal 17 113-57012-DJ 208 Regulated High 26 113-56412-DJ 240 Regulated High 26 113-56312-DJ 240 Lag Auto Normal 22 113-57312-DJ 277 Regulated High 26 113-56512-DJ 480 Regulated High 26 113-56612-DJ HORIZONTAL CUTOFF 150 WATT HIGH PRESSURE SODIUM-55 VOLT LAMP 120 Regulated High 27 113-56262-DJ 120 Reactor Normal 17 113-57062-DJ 208 Regulated High 27 113-56462-DJ 240 Regulated High 27 113-56362-DJ 240 Lag Auto Normal 22 1'13-57362-DJ 277 Regulated High 27 113-56562-DJ 480 Regulated High 27 113-56662-DJ *MULTI.VOLT LUMINAIRES: All multi-volt luminaires are prewired for 120 volt operation but are easily field-reconnectable for 208, 240 or 277 volt operation. NOTES Above units are for I.E.S. TYPE II LIGHT DISTRIBUTION PATTERN. Contact factory for other available light patterns. FIXTURE WITHOUT PHOTOCONTROL RECEPTACLE may be ordered by changing the catalog number prefix from 113 to 114. (Example: 113- 562E2 to 114-562E2.) LAMPS and PHOTOELECTRIC CONTROLS are not included. Order sepa- rately. Be sure voltage is correct. (See Photocontrols page.) Specify "LEVEL INDICATOR" if desired. EFFECTIVE PROJECTED AREA of Series 113 is .74 sq. ft. Add .05 sq. ft. for photocontrol. Above equipment available with 50 HERTZ BALLAST (control gear). Contact factory for further information. For further information contact your local American Electric representa- tive. High Pressure Sodium—Series 125/126 Catalog Number Primary Power Approx. with Photocontrol Volts Ballast Type Factor Wt. (Lbs.) Receptacle HORIZONTAL CUTOFF 200 WATT HIGH PRESSURE SODIUM 120 Regulated High 38 125-062J3-DJ 208 Regulated High 38 125-064.J3-DJ 240 Regulated High 38 125-063J3-DJ 277 Regulated High 38 125-065J3-DJ 480 Regulated High 38 125-066J3-DJ -106- -.ri.T-?S! :1;1J! BT-37IE25 . s - - '- LU MALUX® STANDARD LUMALUX® - 'JL VEHOORIDNO. 0C1046135 Ji P 4 isiZ t_ri .• d Ordsdng .- ;.-Spec ' Pkg .- Hours Lumens t - "am NO- -*brevIatIon Numbar.- Oty. ;..Descrtpffon : .:L1fe Initial '7Mean LC.L. M.O.L 35 ED-17 Med. 67500 LU35/MED S76HA-35 20 Clear 16000+ 2250 2025 37/is 5/ie 67501 LU35/0/MED S76HB-35 20 Coated6 16000+ 2150 1935 37/ 5/16 50 ED-17 Med. 67502 LU50/MED S68LP-50 20 Clear 24000+ 4000 3600 3Y16 57/5 67503 LU50/0/MED S68LR-50 20 Coated5 24000+ 3800 3420 3/t6 5Y16 ET-231/2 Mog 67510 LU50 S68MS-50 20 Clear 24000+ 4000 3600 5 71/2 1511 LU50/0 S68MT-56 20 Coated5 24000+ 3800 3420 5 71/2 70 ED-17 Med. 67504 LU7O/MED S62LG-70 20 Clear 24000+ 6300 5670 3/16 5/I6 67505 LU70/0/MED S62LH-70 20 Coated6 24000+ 6000 5400 37/ 57/ ET-231/2 Mog 67512 LU70 S62ME-70 20 Clear 24000+ 6300 5670 5 71/2 67513 LU70/0 S62MF-70 20 Coated6 24000+ 6000 5400 5 71/2 T-7 RSC 67618 LU70/DE M85 12 Clear 10000 7000 6300 2'/4 41/2 100 ED-17 Med 67506 LU100/MED S54SG-100 20 Clear 24000+ 9500 8550 3/r6 5/I6 67507 LLJ100/0/MED S54SH-100 20 Coated6 24000+ 8800 7920 37A6 5/i6 ET-23½ Mog LU100 S54SB-100 20 Clear 24000+ 9500 8550 5 71/2 5 LU100/0 S54MC-100 20 Coated6 24000+ 8800 7920 5 71/2 150 ED-17 Med. 67508 LU150/MED S55RN-150 20 Clear, 55 Volt 24000+ 16000 14400 3/l6 5"/16 67509 LU150/0/MED S55RP-150 20 Coated,55 Volt6 24000+ 15000 13500 39/ 5'V16 ET-231/2 Mog 67516 LU150/55 S55SC-1 50 20 Clear, 55 Volt7 24000+ 16000 14400 5 71/2 67517 LU150/55/0 S55MD-150 20 Coated, 55Volt67 24000+ 15000 13500 5 71/2 81-28 Mog 67518 LU150/100 S56SD-150 10 Clear, 10O Volt' 24000+ 16000 14400 5 8/i6 1-7 RSC 67619 LU150/0E M81 12 Clear 10000 15000 13500 2% W6 200 ET-18 Mog 67519 LU200 S66MN-200 10 Clear 24000+ 22000 19800 5Y4 911A6 250 ET-18 Mog 67520 LU250 S50VA-250 10 Clear 24000+ 29000 26100 51/4 91IN 81-28 Mog 67521 1U250/0 S50VC-250 10 Coated6 24000+ 26000 23400 5 8/16 310 ET-18 Mog 67522 LU310 S67MR-310 10 Clear 24000+ 37000 33300 53/4 91 Via. 350 T-14½ Mog 67613 LU350 SUPER 0 N/A 10 Clear 18000 50000 45000 5% 93/4 400 ET-18 Mog 67523 LU400 S51WA-400 10 Clear 24000+ 50000 45000 5Y4 9"/16 81-37 Mog 67524 LU400/0 S51WB-400 10 Coated8 24000± 47500 42300 7 111/2 1-14.5 Mog 67615 LU400PLANTA 0 S51 10 Clear 18000 52000 46800 6/e 111/4 600 1-16 Mog 67614 67616 LU600 SUPER 0 LU600PLANTA 0 S106 S106 10 10 Clear Clear 18000 18000 90000 81000 81000 72900 6% 6% 11% 111/4 750 81-37 Mog 67547 LU750 S111NH-750 6 Clear 14 24000+ 110000 99000 6/s 111/2 1000 E-25 Mog 67307 LU1000 S52XB-1000 6 Clear 14 24000+ 140000 126000 8/4 15Yis MANFI = £YLVANIA r7 G.TE J Energy Saving Product/Value Added Product = High Color Rendering Lamp 0 New Item Footnotes/Symbols pgs. 153-155 SERIES 6660 SERIES 6672 SERIES 6690B SERIES 1038 Receptacle Caps Series 1038 receptacle caps are for use on twist lock multiple relays j luminaires where it is desirable to either maintain or interrupt Ci continuity when the photocontrol is not in use. All units are out weatherproof and gasketed to ensure receptacle integrity. Model No. 'Description S1038-1 Shorting Cap S1038-2 Shorting Cap & Lightning Arrester S1038-3 Non-Shorting Cap 1'1Rt'JF. z FISHER/ PIERCE SERIES 281 SERIES 6600 Outdoor Lighting Controls Fisher Pierce twist-lock type photo-electric outdoor lighting contro designed and manufactured to meet the most severe load and en mental operating conditions. Units meet or exceed applicable 1\ and ANSI specifications. Controls are conservatively rated for operations, at rated loads of 1000 watts incandescent, or 1800' vapor lamp loads. Long, trouble free operation is field proven in mI of installations worldwide. Model 6660N series is UL listed and certified (2) (3) (1) AC Load Base Lightning Turn-On Model No. Voltage Rating Size Relay Arrester Turn-Off 6660 120 1000WI N. C. Modified On lfc. nom. 1800VA SPST Expulsion Off 3 fc, ay. 6660-ESS 120 1000W/ 1800VA 31/4 N. C. Expulsion On lfc. nom. SPST Off 3 fc, ay. 6662-ESS 120 1000W, ,. N. C. Deluxe On lfc. nom. 1800VA SPST Expulsion Off 3 fc, ay. 6672 240 1000W/ N. C. Modified On lfc. nom. 1800VA SPST Expulsion Off 3 fc, ay. 66908 105 1000W/ i,,, N. C. Modified On lfc. nom. to 285 1800VA SPST Expulsion Off 3 fc, ay. 66908-ESS 105 1000W/ 31/4" N. C. Expulsion On lfc. nom. to 285 1800VA SPST Off 3 fc,. ay. 6693-ELS 350 1000W/ 3¼" N. C. Expulsion On lfc. nom. 1800VA SPST Off 3 fc, ay. 6694-ELS 480 1000W/ 1 • N. C. Expulsion On lfc. nom. 1800VA SPST Off 3 fc, ay. NOTE (1) For additional options, refer to Bulletin OE fl6, NOTE (2) For higher Oad ratings, see multiple relays, NOTE (3) Many non-standard turn-On and turn-oil ratios are available for special applications. i e ti -' SERIES 281 "Energy Saver" The Fisher Pierce Series 281 Outdoor Lighting Timing Adapter will a. matically turn off photoelectrically controlled outdoor light sources preset number of hours after sundown. Specifically designed for h way and street lighting aplications, the Series 281 is also suitable' use in commercial, institutional and industrial areas. Units are available with a morning turn on feature as described in bulletin OE-11 Model No. Input Voltage (VAC) Burning Time/Night 281C-1 120 281M-2 240 3, 4,5, 6, or 2818-3 277 7 hours 281Y-4 480 5:S 111)S1038-1 51038-2 . 41 0S1038-3 COMPETITIVE CROSS REFERENCE Littelfuse Bussman Gould LEB-AA HEB-AA GEB-AA, GEB-11-11 LEB-AB HEB-AB GEB-11-21 LEB-BA HEB-BA - LEB-BB HEB-BB GEB-21-21 LEBAA-S HEB-AW-RLC-A GEB-1 1-11 LEB-AB-S HEB-AW-RLC-B GEB-1 1-21 LEB-BA-S HEB-BW-RLC-A - LEB-BB-S HEB-BW-RLC-B GEB-21-21 LEC-AA - - LEC-AB - - LEC-BA - - LEC-BB - - LEC-AA-S - - LEC-AB-S - - LEC-BA-S - - LEC-BB-S - - WPB1 1A0512 B307 *1 Pair (2 Boots) ORDERING INFORMATION FUSEHOLDER ASSEMBLY Series Number Load Side Line Side Terminal Terminal Breakaway Feature LEB (Midget style fuseholder) Conductor No. Per Size Term. Solid Stranded Conductor Na, Per Size Term. Solid Stranded A #12t0#a 1 x x A #l2to#8 1 X X #12 2 X X #12 2 X X (optional) LEC (Class CC style fuseholder) B #10 2 X x B #10 2 X X 1 X X #6 1 X X #6 - X #4 1 - X 04 1 INSULATING BOOTS' WPB1 Insulating boots for use with non-breakaway holders. C C) Example: LEB-AB Midget style fuseholder with size 'A' load side terminal and size 'B' line side terminal. LEC-BB-S Class CC style fuseholder with size 'B' load side terminal and size 'B' line side terminal with breakaway option. (One set of insulating boots are included.) WPBI Order two WPB1 for each non-breakaway holder that re- quires boots. NOTE: One set of boots is included with each breakaway style fuseholder. 1 The insulating boots are designed to fit snugly Onto wire insulation, but for best results with varying wire insulation sizes, a tape wrap should be completed. The LEB and LEC series holders carry a 200 ka interrupting rating when used in combination with Class CC fuses. For information on the Littelfuse fast-acting and unique time-delay Class CC fuses through 30 amperes, request product bulletin PF311 or call (800) TEC-FUSE to speak directly with a Littelfuse Application Engineer. 0 F=Ww Littelf use® Littelfuse, Inc. 800 E. Northwest Highway • Des Plaines, IL 60016 • (708) 824-1188 POWR-GARD PRODUCTS GROUP: (800) 227-0029 or FAX 1-800-522-POWR POWR-GARD (800) TEC-FUSE (U.S.) Technical Hotline: (800)356-FUSE (Canada) FORM NO. PF319-A - - PRINTED IN U.S.A. AP0150394 C) MIDGET FUSES LA1O - FLA SERIES Ti me-Del- BLS SERIES Fast-Actin';. FLO SERIES "I Time-Delay, ?' .• ~Y FLM SERIES Time-Delá ci BLS fuses are 1-3/8" long in contrast to other midget fuses which are 1-1/2". They provide space-saving, low-cost, protection to street lighting, metering, control and electronic circuits. Voltage Rating: 2/10-5 amperes: 600 volts AC 6-10 amperes: 250 volts AC. Interrupting Rating: 10,000 amperes rms symmetrical. Ampere Ratings: 2/10, 4/10, 1/2, 3/4, 8/10, 1, 1-1/2, 1-6/10, 1-8/10, 2, 3, 4, 5, 6, 7, 8, 10. Approvals: UL listed per 198G: 1/2-5 amps. CSA Certified to Spec 59.2:1/2-5 amps. Dimensions: 13/32" x 1-3/8" FLO fuses are 500 volt, Slo-Blo®, time-delay fuses. They provide excellent sup- plemental protection of control power trans- formers, solenoids, and cir- cuits with high Inrush cur- rents. UL and CSA 500 volt ratings permit use on 480 volt circuits. FLO fuses also provide supplemental protection to small motors. For motor branch-circuit protection, see Class CC fuses. Voltage Rating: 500 volts AC. Interrupting Rating: 10,000 amperes rms symmetrical. Ampere Ratings: 1/10, 1/8, 15/100, 3/16, 2/10, 1/4, 3/10, 4/10, 1/2, 6/10, 8/10, 1, 1-1/8, 1-1/4, 1-1/2, 1-6/10, 2, 2-1/4, 2-1/2, 3, 3-2110, 3-1/2, 4, 4-1/2, 5, 5-6/10, 6, 6-1/4, 7, 8, 9, 10, 12, 14, 15, 20, 25, 30. Approvals: UL listed per 198G. CSA Certified to Spec 59.2. Dimensions: 13/32" x 1-1/2" Use FLM 250 volt, Sb- Bbo®, time-delay fuses to protect control circuit transformers, solenoids, and other circuits with high inrush currents. Ex- cellent for supplemental protection of small motors. For motor branch-circuit protection, See Class CC fuses. Voltage Rating: 250 volts AC. Interrupting Rating: 10,000 amperes rms FLA fuses are 125 volt, pin-indicating time-delay fuses for protection of control circuit transformers, solenoids, and other cir- cuits with high inrush cur- rents. Metal indicating pin "pops-out" when fuse opens. Pin gives visual in- dication of open fuse. Use FLA fuses, in conjunction with special fuseblocks, to operate mechanical signal switches or energize alarm circuits. Fuses rated 12 amperes and above have dual-tube construction. IIIlIlI.dl. symmetrical. Ampere Ratings: Voltage Rating: 1/10, 15/100, 2/10, 1/4, 3/10, 125 volts AC. 4/10, 1/2, 6/10, 8/10, 1, 1-1/8, Interrupting Rating: 1-1/4, 1-4/10, 1-1/2, 1-6/10, 10,000 amperes rms 1-8/10, 2, 2-1/4, 2-1/2, 2-8/10, symmetrical. 3, 3-2/10, 3-1/2, 4, 4-1/2, 5, 5-6/10, 6, 6-1/4, 7, 8, 9, 10, ,pere Ratings: 12, 15, 20, 25, 30. 1/10, 15/100, 2/10, 1/4, 3/10, Approvals: 4/10, 1/2, 6/10, 8/10, 1, 1-1/8, UL listed per 198G. CSA 1-1/4, 1-4/10, 1-1/2,1-6/10, Certified to Spec 59.2. 1-8/10, 2, 2-1/4, 2-1/2, 2-8/10, 3, 3-2/10, 3-1/2, 4, 4-1/2, 5, Dimensions: 5-6/10, 6, 6-1/4, 7, 8, 10, 12, 13/32" x 1-1/2" 15, 20, 25, 30. Approvals: UL listed per 198G. CSA Certification pending. Dimensions: 13/32" x 1-1/2" I If Pin r Extension E O Fi s(tIO ID) Reauaed bela,. pm moven,enl 0b5.reed MANE =LflTLEFUSE 33 11.. r ..'.. TELEDYNE PENN-UNION 229 Waterford Street • Edinboro, PA 16412-2398 - (814) 734-1631 FAX: (814) 734-4946 SILICON BRONZE SPLIT BOLT CONNECTORS TYPES S AND SEL FOR COPPER AND COPPER WELD WIRES t 10:6 CU I). Made from high strength silicon bronze-highly resistant to The Teledyne Penn-Union pressure bar is unexcelled- corrosion and season cracking. The design provides, under special designed protuberances give assurance of high torque, high contact pressure between conductors. Type S "pull-out." is for use with 2 wires and Type SEL is for use with 3 wires. COPPER CONDUCTOR MAXIMUM CONDUCTOR CATALOG WIRE DIAMETER RANGE= APPROX. DIMENSIONS (IN INCHES) RECOMMENDED Range f Equal o NUMBER Main and Tap Mm. Tap Coppeiwe Id TORQUE With One (In.-Ib.) Mm. Max. Sir. Type A In A B I Max. Main C S-10 16 Sir. 10 Sir. 16 Sir. - .057- .116 .122 11/32 1/2 80 -SEL-10 16 Sir. 10 Sir. 16 Sir. - - .057- .116 .122 11/32 1/2 80 S-a 12 Sot. 8 Sir. 16 SIr. - - .081- .145 .145 3/8 1/2 80 SEL-8 12 Sal. 8 Sir. 16 Sir. - - .081- .145 .145 /8 1/2 80 S-6 10 Sot. 6 Sot. 16 Sot. - - .102- .162 .165 1/16 165 SEL-6 10 Sot. 6 Sot. 16 Sot. - - .102- .162 .165 /I6 /8 165 S-4 8 Sot. 4 Sot. 16 Sot. 3 No. 12 8A .128- .204 .215 1/2 11/16 165 SEL-4 8 Sot. 4 Sot. 16 Sot. 3 No. 12 8A .128- .204 .215 1/2 11/16 165 S-3 6 Sot. 2 Sot. 12 Sol. 3 No. 9 5A .162- .258 .328 /o 13/16 275 S-2 6 Sot. 2 Sir. 14 Sir. 3 No. 7 3A .162- .292 .328 I8 13/16 275 SEL-2 6 Sot. 2 Sir. 14 Sir. 3 No. 7 3A .162- .292 .328 5/ 1II6 275 S-I/O 4 Sot. 1/0 Sir. 14 Sot. 3 No.6 2A .204- .375 .377 11/18 '/a 385 S-210 2Sot. 2/0 Sir. 14 Sir. 3 No. 5 .258- .418 .420 3/4 1 385 S-310 2 Sot. 3/0 Sir. 12 Sot. 7 No. 7 - .258- .470 .470 7/ 11/8 500 S-4/0-250 1/0 Sot. 250 MCM 10 Sot. 7 No. 5 - .325- .575 .580 1 1 /18 650 S-350 4/0 Sir. 350 MCM 8 Sot. 19 No. 7 - .528- .682 .746 1'/2 1/8 650 S•500 250 MCM 500 MCM 8 Sot. 19 No.6 - .575- .815 .834 1/a 1"/,6 825 8-750 350 MCM 750 MCM 8 Sot. 19 No. 5 - .682- .999 1.028 1'/,6 2/18 1000 I S-bOO 500 MCM 1000 MCM 8 Sot. - - .815-1.153 1.222 21/4 21/2 1100 tFor conversion to metric range, see Inside front cover. Not CSA Listed. 16 INSULATEDGROUND BUSHINGS CU/AL CAT NO SIZE RANGE UNIT STD PER 100 GB-50 1/2 14-4 25 100 84.00 GB-75 3/4 14-4 25 1 100 91.00 - GB-100 1 14-4 25 100 105.50 GB-125 1-1/4 14-4 25 100 132.40 GB-150 1-1/2 14-2 25 1 100 144.00 - GB-200 2 14-2 10 50 190.00 GB-250 2-1/2 14-1/0 10 30 380.00 GB-300 3 14-1/0 10 20 444.00 GB-350 3-1/2 14-2/0 5 10 574.00 GB-400 4 14-2/0 5 - 10 646.00 INSULATED GROUND BUSHINGScLLWith AYINLUGS GBL-50 1/2 14-4 J_25 100 91.90 GBL-75 3/4 14-4 -j 25 100 108.60 GBL-100 1 14-4 25_ 100 117.30 GBL-125 1-1/4 14-4 25 100 145.20 GBL-150 1-1/2 14-2 25 100 170.00 GBL-200 2 14-2 1 10 50 219.65 GBL-250 2-1/2 14-2/0 1_10 _30 465.40 GBL-300 3 14-2/0 10 20 r 488.00 GBL-350 3-1/2 14-2/0 5 10 I 590.00 GBL-400 4 14-2/0 5 1 10 j 678.30 ! GROUND RODS COPPER BONDED 11 CATNO OLDNO SIZE [_PER BDL RR EA GR-1208 LHD-28 1 /2x8' 10 6.55 .L_GR'1210 j LHD-210 1/2x10' 10 7.28 GR-5808 LHD88 5/8x8 10 7.13 LHD-810 5/8x10' 10 8.82 t GR-5810 GR-3408 LHD-48 5 11.57 GR3410 LHD410 3/400' _5 14.29 FA -41 MAXF. TELEDYNE PENN UNION CATALOG NUMBER WATER PIPE RANGE CONDUCTOR RANGE OF TAP WIRE DIAMETER RANGE* In In KP-1 ½-I 10 Sol.-2 Sir. .102-.292 KP-2 1¼-2 10 Sol.-2 SIr. .102-292 KP-4 2'/z-4 10 SoI.-1/0 Sol .102-.325 TYPE KW For bonding bare armored or unarmored ground wire, also used with cables or cord. Clamp provides positive grip on armor or outer cable. TYPE KP TYPE KW 68 I II :j TELEDYNE PUJNIOI 229 Waterford Street otW Edinboro, PA 16412-2398 (814) 734-1631 FAX: (814) 734-4946 BRONZE GROUND CLAMPS Z. 1990 is FOR BONDING GROUND WIRES TO WATER PIPE Cast from high strength electrical bronze. Furnished with high strength plated steel hardware. TYPE KP For bonding bare copper wire to water pipe orfor use as water meter shunt. CATALOG NUMBER WATER PIPE RANGE ___________________ CONDUCTOR RANGE OF TAP WIRE DIAMETER RANGE1 In In KW-1 ½-I 10 Sol.-6 Sol. .102-162 KW-2 1¼-2 10 Sol.-6 Sol. .102-.162 KW-4 21/2-4 10 Sol.-I/O Sol. .102-325 TYPE KH For use with rigid conduit. Washer provides complete protection for wire. CATALOG I NUMBER IIII CONDUIT HUB SIZE WATER PIPE RANGE CONDUCTOR RANGE OFTAP WIRE DIAMETER RANGE$ ___________ In _______________ In In ICH 1 ½ ½-i 10SoI.-4S1r. .102-.232 ½ I¼2 lOSol -4Str. .102-232 ICH-4 ½ 2½-4 10 Sol.-1/0 Sol. .102-325 TYPE KL For use with rigid conduit. Clamp provides a positive grip on wire. Ground fittings should be attached to water pipe ahead of water meter. CATALOG NUMBER CONDUIT HUB SIZE WATER PIPE RANGE . CONDUCTOR RANGE OF TAP WIRE DIAMETER RANGES In In In KL-i V4 ½-i 10SoI.-2/0Str. - .i02-.419 KL-2 V4 1V-2 10SoI.-2/0Str. .102-.419 KL-4 3/4 214-4 10SoI.-2/0Str. .102-.419 KL-1A I 1/-1 10SoI.-2i0Str. .102-.419 KL-2A I 11/4 2 10SoI.-2/0Str. .102-.419 ICL-4A 1 2½-4 10SoI.-2/0SIr. .102-419 *For conversion to metric range, see inside Front Cover. 22 Scotch TM Heavy-duty Vinyl Electrical Tape 22 is a lO-mil (.25 mm) tape, offering abrasion resistance and electrical and mechanical protection. Applications include bus bar insulation and cable jacket repair. Other widths and lengths available upon request. Meets requirements 124 I© ofUL5l0,ASTMD-2301 Type II and CSA C22.2. Use 3M tape to do your job. For over 30 years, we've been the world's leading supplier of electrical tapes. Our broad line includes vinyl plastic tapes of many kinds, from our stretchier and stickier, all-weather tape, ScotchTM Super 33+, to our heavy-duty ScotchTM 22 and cold weather Scotch TM Super 88 tapes. 3M has glass cloth, linerless, rubber, semi-conducting and varnished cambric tapes for insulating and splicing. Fire-proofing tapes, anti-corrosion tapes and ScotchTM 35 color-coding tapes are also available. Durable 3M tapes have excellent resistance to abrasion, moisture. UV rays and many caustic substances. They are - compatible with solid dielectric cable insulation. And because they're designed with the electrician in mind, they're easy to apply properly in a wide range of temperatures, indoors and out. Vinyl Electrical Super 33+ Scotch TM Vinyl Electrical Tape Stickier, stretchier and highly conformable. Super 33+ is a premium-grade, 7-mil (.18 mm) tape that applies well at —1 8°C/0°F and has an operating range up to 105°0220°F. Flame retardant, hot- and cold-weather resistant, Super 33+ resists UV rays, abrasion, moisture, alkalies, acids and corrosion. Use 125 , Super 33+ as a primary ' insulation for wire cable splices up to 600 V and for fixture and wire splices up to 1000 V. Meets requirements of ASTM D-3005 Type I, UL 510, HHI-595C, and CSA 22.2. Other widths and lengths available upon request. Rolls! Rolls! Product UPC Size/Type of Package Carton Case 3/4" x 66' /can Super33+ 06132 (19mmx20.1m) 10 100 3/4" x 44' /can Super 33+ 10075 (19mmx13.4m) 10 100 3/4" x 207cello pack Super 33+ 06130 (19mmx6.1m) 10 100 3/4" x 66' /disp Super 33+D 10216 (19mmx20.1m) 10 100 = 9 Rolls/ Rolls! Product UPC Size/Type of Package Carton Case 22 /0034 3/4" x 36 yd/box 12 48 (19 mm x 32.9 m) MAN F. UPC Prefix 054007- . • • Tapes • • 99 - - L ScotchlokTM Connector Sealing Packs . Sealing packs are moisture ; resistant electrical spring - connectors. Each UnipakTM .. sealing pack contains - Scotchcast' 400 epoxy resin and will accommodate one ScotchlokTM Y, R, G. B, HyflexT" 212, or RangerTM / 312 512 electrical spring .. I .. connector. 152 I Product UPC I Packs/Box I Packs/Case 3570 /1984 10 100 -Compression Style Wire 'Joints Insulation temperature rating is 105°C. Voltage rating is 600 V maximum for building wire and 1000 V maximum for signs, fixtures, and luminaires. All these products are UL listed and CSA certified. The UL file no. is E23438. The CSA file no. is LR324 11. ScotchlokTM Uninsulated Electrical Crimp Sleeve Connectors Lj These connectors are non-insulated. Use the crimping tools TH-440, TH-450, and TH-484 for proper crimping. See "Terminals and Tools," pages 79 and 80, for more 154 . information. 1 011 Common AWG 2 0a B CutoCu Wire Combinations Product UPC Solid or Stranded* r3COO 60 S-60 16726 2#16.2#10 100/box 1000 Boxed S-60 16727 1000/bag 10,000 Bulk tFor information on additional combinations, refer to package insert or consult 3M Technical Service. ScotchlokTM Insulated Electrical Crimp Sleeve Connectors ScotchlokTM insulated electrical crimp sleeve connectors are nylon insulated. To properly crimp these connectors, use the TH-440, TH-450, and TH-484 crimping tools. See s-it S-31 "Terminals and Tools," (11 © pages 79 and 80, for more 153 information. Common AWG 2 B CutoCu ri Wire Combinations CC Product UPC Solid or Stranded* 5 5 S-11 16732 2#22,2#18. 100/box 1000 Boxed 2 #16 stranded S-il - /6733 1000/bag 10.000 Bulk S-31 16734 2#I8,3#14 50/box 500 Boxed S-31 16735 500/bag 5,000 Bulk *For information on additional combinations, refer to package insert or consult 3M Technical Service. MAN F. = 3M C Prefix 054007--,-:;7-" - - - 1 i •.-.- S14 a'z - eoiz P'todwzLi, ffnc. MANUFACTURERS OF PRECAST CONCRETE MANHOLES REDI-MIX CONCRETE 1615 LA MIRADA DRIVE SAN MARCOS, CALIFORNIA 92069 Phone (619) 744-3355 SBF 1325 (3 Pc) SET WEIGHT Frame 3301-bs Outer cover 320 Lbs Innercover155Lbs Total 805 Lbs APPROVED By: Title: Agency: Date: COMMENTS L :1 I E, j General Information All materials used in MFG. shall conform to ASTM 48-30. Frame & cover bearing surfaces machined to assure close, quiet fit. ' Castings shall be dipped in black bituminous paint. Frame and cover exceeds H-20 wheel loading. W' I.D. REINFORCED PRECAST CONCRETE MANHOLE with 5" wall EETS SAN DIEGO COUNTY REQUIREMENTS. Mar-Con 5" wall, reinforced precast concrete manholes are designed specifically to meet and exceed the requirementsof agencies and contractors where there is.a need for dependable manhole products. . . Serving all of Southern California from one convenient ,manufaàturing location, Mar-Con provides complete services including engineering, immediate delivery and installation. . GENERAL SPECIFICATIONS . . ..' . Designed and manufactured to meet or exceed 't'TONGUf !'", ASTM C-478 specifications where applicable. E EI Joints of all manhole section's shall generally follow specifications outlined in typical joint detail, unless otherwise specified. . . 3 Reinforcement is placed on 4 centers in ac -- cordance with applicable standards. . 4. Concrete shall be compacted by vibration in TYPICAL JOINT DETAIL molds at time of manufacture to assure maximum density. . CONCRETE 72 sthcks.of Portland Type II cement per cubic .' yard shallbe used to meet 4000 psi require- ments. Curing of precast concrete sections shall be incorporated to meet or exceed minimum strength requirements. SAFETY STEPS . Manhole sections may be supplied with or with- out safety steps Where steps are required, Steel reinforced polypropylene plastic steps shall be TYPICAL STEP DETAIL used. Steps shall be placed on 15" centers. DESCRIPTION Vertical Height Wall . Thickness inside Dia. Number . ofSteps Unit Weight GRADE RING " 3" . 5" •. 24"36" 0 ' 122 lbs. GRADE RING S. 5" ' 24"36" 0 245 lbs. 'GRADE RING . 12" 5" 24" . 0 490 lbs. GRADE RING 15". 5" 24" 36" 0 610 lbs. CONE (Eccentric) 36"' 5" 48" 36" ' 2 2,400 lbs. CONE (Eccentric) 36" 5" . 48"24" 2 2,100 lbs. CONE (Concentric) 36" ' 5" . 48"24" . 2 ' 2,100 lbs. SHAFT (Center Section) . 15" ' 5" . 48" 1 ' 1,050 lbs. SHAFT (Center Section) 30" 5" 48" 2 2,100 lbs. SHAFT(CenterSection) 45" 5" 48" 3 3,150 lbs. SHAFT (Bottom Section) 12" ' 5" . 48" 2 840 lbs. SHAFT (Bottom Section) 18" 5" • 48" 2 1,260 lbs. SHAFT (Bottom Section) 24": 5" 48". ' 2 1,680 lbs. SHAFT (Bottom Section) 36" 5" 48" 2 2,520 lbs. 36", 60" AND 72" I D. REINFORCED CONCRETE MANHOLES CONCRETE SHALL BE COMPACTED BY VIBRATION IN MOLDS AT TIME OF MANUFACTURE TO ASSURE-MAX IM UM DENSITY. REINFORCED 60" I.D. MANHOLE WITH ECCENTRIC CONE NOTES: 1; Mar-Con Products Precast Concrete Manhole is manufactured to meet or exceed ASTM C-478 specifications. 60" Precast Concrete Manhole Shafts are available with or withoul'sfeps. Where steps are required, steel reinforced, polypro- pylene plastic steps shall be used. Steps shall be placed on 15 centers. Reinforcement is olaced on 4" centers in accordance with applicable standards. Vertical Wall Inside Number - Unit DESCRIPTION . Height Thickness , Dia. of Steps Weight REINFORCED 60" I.D. MANHOLE WITH 72" O.D. FLAT TOP NOTES: . Mar-Con Products Precast Concrete Flat Tops are reinforced to support H20 bridge loading. 60" Precast concrete Manhole Shafts are available with or without steps. Where steps are required, steel reinforced, polypro- pylene plastic steps shall be used. Steps shall be placed on 15" centers. - Reinforcement is placed on 4" centers in accordance with applicable standards. Vertical .-Wall Inside Number - Unit DESCRIPTION Height Thickness Dia. of Steps Weight REINFORCED 72" I.D. MANHOLE WITH 86" O.D. FLAT TOP NOTES: . Mar-Con Products Precast Concrete Flat Tops are reinforced to support H20 bridge loading. 60" Precast concrete Manhole Shafts are available with or without steps. Where steps are reqUired, steel reinforced, polypro- pylene plastic steps shall be used. Steps shall be placed on 15" centers. - Reinforcement is placed on 4" centers in accordance with applicable standards. Vertical Wall Inside Number Unit DESCRIPTION Height Thickness Di. . of Steps Weight GRADE RING 3" 5"' 24" FLAT TOP (24"Opening) 12" -. 7224" '0 5,800lbs.• FLAT TOP (38" Opening) 12" - 72 36' 0. 5.200 lbs. SHAFT (Center Section) 15 7'" 72" 1 2.300 lbs. - SHAFT (Center Section). 30" 7" 72" . 2 4.600, lbs. SHAFT (Bottom Section) 24" 7" 72" " 1 3.600 lbs. SHAFT (Bottom Section) . 12" 7" 72" 0 1,800 lbs. REINFORCED 36" MANHOLE WITH ECCENTRIC CONE .1.0. m ; NOTES: . Mar-Con Products Precast Concrete Manhole Shafts are available with or without steps. Where steps are required, steel reinfOrd, polypropylene plastic steps shall be used. Steps shall be cast in place on 15" centers. Installation of steps will be by -. casting in place to assure firm anchorage in manhole walls. 4 - Steel hoops of No. 4 wire are cast in each concrete shaft and cone for safety in handling. - - - Reinforcement is placed on 4" centers in accordance with applicable standards. - Vertical Wall Inside Number Unit DESCRIPTION Height Thickness Die, of Steps Weight Building a solid foundation is the key to success in any industry. At Mar-Con Products, success starts from the ground (and often below the ground) up. Mar-Con's experienced crews have the knowledge and craftsmanship to supply its clients with a complete manhole installation service, starting with the critical base pour. This service is available upon request and usually requires just a previous day's notice. Put Mar-Con's experience in this field to work for your building team. Remove the headaches of ordering the concrete, supervising the pour and the elevations, and the hassle of after-the-fact inspections. Leave it to Mar-Con's past performance record, established over the years, to assure you of a solid foundation, every time. You can depend on Mar-Con for precise above, on grade, or subgrade manhole installation work. I. . - "-• '!.' ... ..-... . . '__.•./. 1 - ..,. ,. .:• . it 4 lie - . .,,, '4i -; . . - . ...- LIZ ¶V. .' • SOUTHERN CALIFORNIA BOIL. AND TESTING, INC. 6260 RIvEPOALE STREET. P 0 BOX 2062 SAN DIEGO, CALIFORNIA 92120 (sisseo-j 165 WEST ORA1GETiORPE. PLACENTIA, CALIFORNIA 92670 (714) sa-•iaa "AM-831 VELIE WAY. PALM DESERT, CALIFORNIA 92260 (S18) 344-O7S 679 ENTERPRISE STREET. ESCONOIDO. CALIFORNIA 92025 (SIB) 74O-4C FILE NO. 8812004. DATE June 6, 1988 Mar-Con MIX DESIGN NO.: 88-091 Various OWNER: 1-'/3,250/PLACE ARCHITECT: ENGINEER: `.CONTRACTOR: Mar-Con Products' MINIMUM DESIGN STRENGTH: 3,250 PSI AT 28 DAYS AGGREGATE SOURCE Coarse:Chandler MAXIMUM WATER CEMENT RATIO: 6.88 *Ls./sAcK Fine: J & W CEMENT FACTOR: 5.96 SACKS/CU- YO. CEMENT: Type II MAXIMUM SLUMP: 4 INCHES ADMIXTURE None GRADATION: COMB'NEO SIEVE SIZE ROCK ROCK w. C SAND GRACING 100 100 ___________ 99 99 83 _____ 91 43 20 100 58 - ______ 2 95 46 85 40 .9 ___________ ___________ ____________ 66 31 16 __________ ___________ -38 38 18 16 8 950 6 3 _____ _3•4 200 _____ ______ ______ 2.70 .65 - SPECIFIC GRAVITY __________ 6.95 2.94 5.05 Pm. ___________ NOTE: ALL. AGGREGATE WEIGHTS ARE SATURATED SuRFACE DRY WEIGI'ITS ANO ANY FREE IvGISTLJRE PViJST BE NSiOEREO AS PART OF TOTAL. WATER. MIX PROPORTIONS: 8*7CM wEGMt I.M. ABSCL' 'T, VOLUME. Cu T _560 2.85 CEMENT 41.0 -342 5.48 WATER(TOTAL) 53 1653 9.81 ROCK _______ _.ROCK WC.SANO 47 1466 8.86 148.9 LBS./b.L Ft 4921 - - LBS . 27.00 CU. FT PLASTIC UNIT WEIGMT T OIS1IBUTION (3) Mar-Con Products .• SOUTHERN CALIFORNIA SOIL. AND TESTING, INC. David J. Akers, R. C. E. #26815 s. .r.-.-.Srfl •- 11-30--1995 4:25PM FROM JL DAVIDSON 8621866 Wr A -COMPANY, INC. LIC. 280142 CERTIFICATE OF COMPLIANCE November 30, 1995 RE: La Costa Downs Attention: RD Construction Fax 445-1700 All reinforcing bars except column spirals;, shall be deformed as defined i n A S T M specifications. All reinforcing bars, unless noted on the structural drawings, thai! be Grade 6 0 a s d e f i n e d in the American Society for testing and materials - specifications for steel bars for concrete reinforcement (A6 15 A616, A617 or A706). Spiral reinforcing steel shall be fabricated frOm told drawn wire (ASTM A82 ) o r h o t rolled plain or deformed bars conforming to ASTM A15, Grade 60 or ASTM A706. A copy of mill test in each heat of reinforcing steel delivered showing. p h y s i c a l a n d chemical analysis shall be provided, upon request , at time of shipment. Metal reinforcement at the time concrete is placed shall be free of mud, oil , or other nonmetallic coatings that adversely affect bonding capacity. Metal reinforcem e n t , e x c e p t prestressing steel, with rust, mill scale, or a combination of both shall be incl u d i n g h e i g h t of deformations and weight of a hand wire brushed test specimen, are not less t h a n t h e applicable ASTM specification requirements. Very truly yours J.L. Davidson Co., Inc. P. 1 SUPERIOR READY MIX CONCRETE L.P. 1508 MISSION ROAD ESCONDIDO, CA 02029 619-745-0558 CONCRETE Mix DESIGN 5598 [ I 3250 PSI 11/30/95 CONTRACTOR P. • Be CONSTRUCT ION PROJECT : LA COSTA DOWNS SOURCE OF CONCRETE $ SUPERIOR READY MIX CONCRETE, L.P. CONSTRUCTION TYPE ! VARIOUS PUBLIC WORKS CONSTRUCTION PLACEMENT $ TRUCK PLACE WEIGHTS PER CUBIC YARD MITSUBISHI TYPE II CEMENT, LB SUPERIOR EL. CONCa SAND, LB SUPERIOR 1" ROCK, LB WATER, LB (GAL—Us) AIR ENTRAINMENT, % WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCP (SATURATED, SURFACE—DRY) YIELD, CU FT 360 2,83 1379 8a40 1679 10.27 325 ( 38.9) 521 1.0 +1- 1.0 0.27 TOTAL 27.00 058 4.00 ±46.0 COMBINED AGGREGATE GRADING CONFORMS TO GRADING "C" STANDARD SPECIFICATIONS FOR PUBLIC WORKS. 560—C-3250 PREPARED BY : MIX #5506 MIX ANALYSIS MIX VOLUME, CU FT zliOb COARSENESS (Q / (Q + I)) 674 WORKABILITY 37,9 W ADJUST 37.8 PERCENT MORTAR 57o1 TOTAL FINENESS MODULUS 5.23 45 20 I I I I I I I I a i $ I 1 I I I I I I I I I I I I I I I I I I I I I -----------------------------I ---------I ---------- TOTAL MIX 1 o - AGGREGATES *—ROTH I---------I-------------------I-------- 100 80 80 40 20 0 COARSENESS (q/(q+I)] MATERIALS CHARACTERISTICS STONE SAND DENSITY, SP 0 2.82 2.83 % PASSING 3/8 " SIEVE 244 100 c PASSING # 8 SIEVE 110 83.0 FINENESS MODULUS Tii 293 PERCENT OF AGGREGATE 55.0 45.0 NO SEVERE EXPOSURE W 0 R K A B I L I T 'p 40 35 30 25 SAND PASTE 100.0 98.0 83.0 83,0 e0 18.0 60 2,9 100.0 94'9 65.9 AGOR - - - - - a 100.0 98.9 79.1 582 45,2 37.9 28.4 17.8 8.1 2.7 1.3 TOTAL 100.0 99.2 85.5 14.9 71.1 62.1 57.1 50.4 43i0 36.4 327 31.7 29.3 MIX #5596 FULL GRADATION ANALYSIS SIEVE STONE 1-1/2 " 100.0 1 " 08.0 3/4 " 62.0 1/2 " 34.0 3/8 " 24.0 # 4 2.0 # 8 1.0 8 16 - U 30 - 0 50 - #100 - #200 - 0 325. - Liquid - GRADATION CHART 100 ----- I II I I I •I I. I I 90 ---l-I---i----- n I I I I $ I I I I I I I I I ' I P I I I I I I I E 80 I---1-0---I-i---1-----I-----I-----I---t------------ a lii xiI C 70 i---.l-I----x---I-----I-----. i-----I---i ------1----- 8 III oil 1 1 1 1 III N 80 ---1 -I---I-o---x-----1-----I-----IH------I-----Il-1 T f II 11 1 x I I 1 I! 50 ------ .......j(---- -. t---t----':I ----- P I Ito I x III A40 I---t-t---I----t-----o-----i-----t---I S 11 II I I.•• I C:• I . I I S 30 •1----1-N--l ----- I Il IF II 1. 1 $t N 20 $ I II I I I I I I 'I I I I II I I I I I I 10 I---.I----1-I---I-----I----- I It I I I I S i j I S I II IS I I I 5 0 p 0 I---I----I-I---t-----------t-----t---I------I-----0-------0 1 13 ia # 0 0 1 ;t. 2 3L SIEVE .. / /1 4 8 1 3 5.' 0. 0 2 1 6 4 28 . 8 0 0 0 0 5 q - ALL COMPONENTS o - AGGREGATES * - BOTH BUD 'S TRUCKING !D :6195-611,6916 NOV 29'95 2 1:51 N0.008 P.02 SCS&T 941201 August 1994 Pate 4 TABLE C: LABORATORY TESTING OF FILL SAND 30 -. CALMAT CARROLL CA(1'ON, 7.13.94 SIEVS ANALYSIS (ASTM C136 and C1 11)t percent ping SIM U IM -2 100 lIz's 96 100 3/8" 92 99 .14 U 91 $2 86 #16 fl 82 #30 71 fl *30 37 32 #100 20 11 #200 14.4 3.9 Saud Equivalent, (CALTEST 7.17) 28 Expansion Indi, (USC 22'9) .. L 1 Plasticity Index, (ASTM 1)43 18) NP NP Liquid Limit (ASTM b43 8) 22.29 NA Plastic Limit, (ASTM D4318) NA NA NA - Not Apphcabic NP - Not Plastic 9L8 09 59 ON XV S31YS NQlil OS ON Tt )d lI: 1..i S6-1-A UIib IkUCKIINU iL' uv zli JD ii IAu.UUO r'.u) NOV-3015 THU 9;38 FAX NO. 6187292010 P. 02 5IVE AS(N ,MN W8T sj" I 100% All 100% 16% __ FASO 1*0% 80% 4% • . 100% 100% O% 12% 2% imp 100% WD% 21% 2% —n QI% % 7% 4% 4%. _____ 66% 2% 2% 4% 5% 2% IL_ 51% 47% 2% 2% 3% 1% 832 81% 2% 1% 2% 2% 1% 36%• 24% 2% 1% 2% 2% 1% 11% 1% 0% 1% 0% 1% 1% 0% LL OPEQIFIC IRAVIT 260 54 To Be 59 so 51 evaw 28 274 2.71 2.69 2.69 2.75 V I Rob 0.73% 0.73% 059% 0.DS% 0.71% I,, • • • I. - & •. I S SUPERIOR READY MIX CONCRETE, L.P. 1508 MISSION ROAD ESCONDIDO, CA 92029 619-745-0556 CONCRETE MIX DESIGN 5553 f 1 250 PSI j ,CccEPfPc3LE 11/30/95 CONTRACTOR BASILE CONSTRUCTION PROJECT : LA COSTA DOWNS WATER/SEWER/UTILITY IMPR. SOURCE OF CONCRETE : SUPERIOR READY MIX CONCRETE, L.P. CONSTRUCTION TYPE : VARIOUS PUBLIC WORKS PLACEMENT : TRUCK PLACE WEIGHTS PER CUBIC YARD MITSUBISHI TYPE II CEMENT, LB SUPERIOR DL, CONC. SAND, LB SUPERIOR 1" ROCK, LB SUPERIOR 3/8" ROCK,. LB WATER, LB (GAL-US) AIR ENTRAINMENT, WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGRT, PCP (SATURATED,. SURFACE-DRY) YIELD, CU FT 520 2.65 1374 8.37 1522 9.31 1.51 0.92 325 ( 39.9) 5.21 2.0 +/- 1.0 0.54 TOTAL 27.00 0.63 4.00 144.2 COMBINED AGGREGATE GRADING CONFORMS TO GRADING "C" STANDARD SPECIFICATIONS FOR PUBLIC WORKS. 520-C-2500 PREPARED BY 'ERIOR READY MIX CONCRETE, L.P. w 0 R K A B I L I T Y MIX 05553 MIX ANALYSIS MIX VOLUME, Cu FT 21.00 COARSENESS (Q / (Q + I)) 617 WORKABILITY 37.9 W - ADJUST 36.7 PERCENT MORTAR 57.2 TOTAL FINENESS MODULUS 5.17 A t •• .1 ----------I I --------- I - I a I I a I I I I I S I S I I I S I a p a a I a I I p $ I I I I I I I I 40 , ---------1 S S S I S I 35 a i I I I I I I I a I S I I I I•••' I S I I I I --------- I ---------I I ---------I S S I I I I I I I I ,..........a I S I I I I ........... I a I 30 ---------- :—...:e-------------- ---------- l SIllellasmI I S I 5 9 S....._ i --------- a - a ------ a 5I •I• I S I x - TOTAL MIX o - AGGREGATES I * - BOTH 20 I---------I ---------I----" 100 .80 60 40 20 0 C 0 A B. S E N E S S f Q / (Q + I) ] MATERIALS CHARACTERISTICS STONE 1 STONE 2 DENSITY, SP G 2.62 2.62 % PASSING 3/8 " SIEVE 24.0 95.0 % PASSING # 8 SIEVE 1.0 1.0 FINENESS MODULUS 7.11 5.94 PERCENT OF AGGREGATE 50.0 4.9 NO SEVERE EXPOSURE SAND 2 —.;;- 100.0 83.0 2 .93 45.0 • . MIX #553 FULL GRADATION ANALYSIS SIEVE STONE 1 STONE 2 SAND PASTE TOTAL AGGR 1-1/2 It 100.0 100.0 100.0 1 " 98.0 99.3 99.0 3/4 62.0 88.9 81.0 1/2 34.0 100.0 77.2 67.0 3/8 " 24.0 950 100.0 73.6 61.7 # 4 2.0 20.0 98.0 62.9 46.1 # 8 1.0 1.0 83.0 57.2 37.9 # 16 - - 63.0 50.6 28.4 # 30 - - 39.0 43.2 17.6 * 50 - 18.0 3,7 8.1 * 100 - - 6.0 32.9 2.7 * 200 - - 2.9 100.0 32.0 1.3 * 325 - - - 95,3 29,8 - Liquid - - - 68.5 21.3 - GRADATION CHART 100 *..._*_:_...__:__...,: ----- ----- :-----:--- - * 6 6 6 t t I $ 0 6 6 I I * I I I I I I I I I I I I I h I S I I I I 1 I 6 I ------ 80 uu I ---------I I - I -----I -----------I__ S .•' I I I O 6 II S I I I. I I I I S I X II $ I I I I I I I I I I I I 6 I I I I I I sO -i., -----I -----I I ------------ I I I S I I I I I I S 6 I I I A A 'in ,_.._._.___S_I_ I I I I _* ------ .60 I ----- I 6 6 I S 6 1 6 $ . $ I I I £ I I I 6 I I 6 I I I I J.._..I_I I.. I_ S I 1 I ._$ -----I_._I__..I I I I I" I I I I I I I. I I I 6 6 I I 6 5 S I I S n I___u_I __I_I I S I I ------ V I I I S I 6 A I I S I I I I I I I I I I I I I I 40 ---- ___I_i___!-----------I-----I --------I----- S 6 6 I I I I I I S I 30 10 SIEVE 1 R C E N T P A S S I N 0 x - ALL COMPONENTS a AGGREGATES * BOTH SUPERIOR READY MIX CONCRETE, L.P. 1508 MISSION ROAD ESCONDIDO, CA 92029 619-745-0556 CONCRETE MIX DESIGN 5596 1 1 3250 PSI 11/30/95 CONTRACTOR BASILE CONSTRUCTION PROJECT : LA COSTA DOWNS WATER/SEWER/UTILITY IMPR. SOURCE OF CONCRETE : SUPERIOR READ? MIX CONCRETE, L.P. CONSTRUCTION TYPE VARIOUS PUBLIC WORKS CONSTRUCTION PLACEMENT ! TRUCK PLACE WEIGHTS PER CUBIC YARD MITSUBISHI TYPE II CEMENT, LB SUPERIOR BL. CONC, SAND, LB SUPERIOR 1" ROCK, LB WATER, LB (GAL-Us) AIR ENTRAINMENT, % WATER/CEMENT RATIO, LflS/TI SLUMP, IN. CONCRETE UNIT WEIGHT, PCF (SATURATED, SURFACE-DRY) YIELD, CU FT 560 2.85 1379 8.40 1679 10.21 325 ( 38.9) 5.21 1.0 +1- 1.0 0.27 TOTAL 27.00 0.58 4.00 146.0 COMBINED AGGREGATE GRADING CONFORMS TO GRADING "C" STANDARD SPECIFICATIONS FOR PUBLIC WORKS. 560-C-3250 PREPARED BY 'ERIOR READY MIX CONCRETE; L.P. w 0 R K A B I L I T 40 35 30 41 20 MIX #559i3 MIX ANALYSTS MIX VOLUME, Cu F?, 27,00 COARSENESS (ci / (ci + I)) 67.3 WORKABILITY 37.9 W ADJUST 31.8 PERCENT MORTAR 57.1 TOTAL FINENESS MODULUS 5.23 I I I I I I I I I I I I I I I I I I I I p I I I -------------------,____ __I___ ------I S I I I I p I I I I I I I i •ass....p I I I I I I I I S I ....,.....• I I iai I - -___I_ .....•.,...__ _I_ --------p ---------I .1 I ... I I I I I I I I InaslIlsasI.,... I I I I S I I I S S I ---------I ----------I ............. TOTAL MIX o — AGGREGATES BOTH I -------------------I ---------I ......... 100 100 80 60 40 20 0 C O.A R S EN E S S (, Q / (Q + I) ] MATERIALS CHARACTERISTICS STONE SAND DENSITY, SP G 2.62 2.63 PASSING 3/8 " STEVE' 24.0 100.0 % PASSING # B SIEVE 1.0 83.0 FINENESS MODULUS 7.11 2.93 PERCENT OF AGGREGATE 55.0 45.0 NO SEVERE EXPOSURE 45 MIX $5598 FULL GRADATION ANALYSIS SIEVE STONE SAND PASTE TOTAL AGGR 1-1/2 " 100.0 - 10.0.0 100.0 1 " 98.0 99.2 98.9 3/4 " 82.0 85.5 79.1 1/2 " 34.0 74.9 63.7 3/8 " 24.0 100.0 71.1 58.2 # 4 2.0 99.0 82.1 45.2 # 8 1.0 83.0 57.1 37.9 # 18 . - 63.0 50.4 28.4 30 - 39.0 43.0 17.6 # 50 - 18.0. 36.4 8,1 # 100 - 6.0 32.7 2.7 200 - 2.9 100.0 31.7 1.3- # 325 - - 84.9 29.3 - Liquid - - 65.8 20.3 - GRADATION CHART ,nt * $-S S S I S I I I I I ------ I_I___l -----. -----------us --------- s s I I I I I I I S I S I I I I I I I I I 5 I I I S I I I ne S I I S $ I S I I I I I I I I I I I I I S I I I S I S IX. $ i s a I 80 ' • _. •_ ___• ----------I_$___I - ------ I I I S S S I S $ S S 1 6 S S I I S I I I S I I S S I I 'TA I 1 -1 I 5 I I... _.I___I ------------- IV IX I $ I S I S S I I I I bA I $ 5 I I _$ -----I___S ------I ----- .u', I I I U X i , i • i a I OS * I I 0 S S I I I I I II 5 X I I I 6 6 P A$ S I_S I -----I -----------$...,,I ------S ------ J" ISS I IS i X i S I I I I I I I S I P I 6 6 5 I I II It ) I I X I I I I AnI_II__._S_S_..I -----------I -----.I.__I------- WW I S I I 0 i 6 I S I $ I S I 6 I S I I I S I I I 5 I I S 5 I .1 I A A S I I A 5 5 I I I 5 5 I A S _5 ----- I $ , A 5 I I g p S $ S I I I S I I I S I I I I I I I I I On I_ I_I___S_$ __I -----I -----I S P J 'I'. $ 5 I I S I I S - I I 6 I I I I I 6 5 5 5 I I I S $ I I I I I I S I I I S I IA 6 $ 5 I S I - _I -----I S ---------- All - I 5 5 0 , p $ S S 5 I S I I I I I I S I I I I I 5 I S I S I I I tI •___I I___I_I___P -----I -- I I __t ------ S ----- S S I $ I I I S I I 0 0 0 1 13 13 # x U # # 1 2 3 L SIEVE . / /1 4 8 1 3 5 0 .0 2 i 5 4 28 6 0 0 0 0 5 q x - ALL COMPONENTS o - AGGREGATES 0 - BOTH 16 R C E N T P A S S I N G