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SS9301-SP 930503 (6) This check ~ o~ty for r * ~qrr~t~Ons ~ c~e~ m ?~gs d~lrin~ this ~ .... ade ~ the sh The contractor ie res~nsi~e f~ ~nfirmi~l JN° Exce~ti°"s Tak. ~ M~e cor~i, s Ne ~ej~ted t~ ~ R~fse & Metro Valve and Pipe.~ Inc. F'.O. Box 59915 Daltas~ Texas 75229 "..r' A :(3 ! .... E O F:' C (3 N 'f' E 1'4 T S Kenko Incorporate(.1 Grapevin.re C':: ree k Branc::h ~fl and C:i. tv c::,f Cc::,ppe]. 1 ~, Texas .-v ..... Sew,:?:-:,r F:'il::~e .....SDF;,' 35 Vulcan Fu,!..ul.,...r¥ ...... ~t.d hll'.-I and 'Tvc~e S MH ,2-62 #3 AN~ f;,i='TE~MINED TO BE IN O~ ~'TH T~-;E CONTCi/tCT DOOJM~ INCt. UOII~'~ Bf' A[],.t'~NDA, CHANGE ORO~J~ AND ~ ORDERS. Ultra ' -Rib 8"-30" The Product Introduction Ultra Rib PVC Gravity Sewer and Storr'n Drain Pipe manulacturod by Extrusion Technologies, Inc is a unique combination el PVC pipe Iochnology and innovative engineering design Ultra Rib brings to marketplace a cost o/foelive, high quality sewer and drain pipe system. Ultra Rib criers the user a having a seamless uniform cross sectional wall, radial ribs which are perpendicular to the axis of the p~pe and a smooth in~erior for excellent flow characteristics Ultra-Rib's design enables it to resist earth loads and impact loads normally associated wi~h sewer and drain pipe installation. The outstanding chemical and corrosion resistance o/Ultra Rib, along with an ~ntegral bell and rubber gasket joint make it an excellent choice lor sanitary sower systems and other drainage applications. ETI Ultra Rib is available in sizes 8". 10", 12". 15'', 18", 21", 24", 27" and 30". Proven in worldwide applications. Ultra Rib is the optimized profile PVC pipe design, offering strength with economy and excellent flow rates. Standards ET[ Ultra Rib PVC sewer and storm drain pipe is manufactured to meet or exceed the requirements of the following: ASTM F794 Standard Specification Ior Polyvinyl Chloride (PVC) Ribbed C~ravify Sewer Pipe and Fittings Based on Controlled Inside Diameter Uni BellUNI B-9 Recommended Standard Performance Specification for Polyvinyl Chloride (PVC) Large Diameter Gravity Sewer Pipe and Fittings Based on Controlled Inside Diameter AASHTO M304M 911 Interim Specification for Poly (Vinyl Chloride) PVC Profile Wall Drain Pipe & Fittings Based On Controlled Inside Diameter 12"- 30" Ultra-Rib meets or exceeds section properties in AASHTO Standard Specification for Highway Bridges, Section 18, Soil Thermoplastic Pipe interaction System Plumbing Codes ETI Ultra Rib conforms with tho Southern Building Code Congress Interna~ional's Standard Plurnbing Code and the CABO One and Two Family Dwelling Code according ~o SBCCI Colnpliar'co Ropor~ No 9209 Copies of this report may be obtained fro~' your ETI representatives Mechanical Properties 8" 18" Ultra Rib has a m~nimurr~ uniform p~pe stiffness (F/ y) of 60 psi giving it 30% 9roarer stiffness than standard SDR 35 sewer pipe This ex~ra stillness provides ar-, added edge on deflection control. Ultra- Rib, in diameters from 21" through 30", provides a r'n~n~mum pipe stiffness of 46 psil the sar-~e as SDR 35 Its tough, durable rib design is capable of withstanding a minimum ~mpact loading of 210 lblbs for 8" and 220 ft lbs for 12" thru 30" when tested ~n accordance wilh ASTMD2444. Hydraulics The smooth interior wail of Ultra-Rib provides excollon~ flow rates and resists the build up of solids The long lenglh of Ultra Rib pipe {13 feet) and the reduced number of required joints yield a Manning flow coefficient of n - .CO9 under full Ilow conditions the lowest resistance of any sanitary drain p~pe. Chemical & Abrasion Resistance The cher-qical resistance of PVC pipe is legendary. Acids. alkalies, and normally diluted and buffered hydrocarbons have no effect on ~ho pipe and 9askers Aggressive soil conditions duo to sulphates, carbonates or sea water are tolerated easily by Ultra Rib, as are industrial oflluenfs and acid rain PVC pipe has been subjected to abrasion tests by several independent laboratories. These tests prove that PVC pipe will resist abrasion be~tor than concrete and steel pipe Where abrasive flows are encountered, PVC pipe offers exceptional resistance to wear PVCs durability ensures that Ultra-Rib will have a long life roqu~ring little maintenance YourETI representative will bo glad to give specific recommendations concerning Ultra Rib's chemical and abrasion resistance. // / // '/ //// Joint Performance An infiltration rate of less than 50 U.S. gal./inch dia./mile/day can be assured using the Ultra-Rib patented joint design. Catch basin cave-ins are eliminated because the Ultra Rib joint will not permit infiltration of fine bedding materials. The manhole adapters supplied with Ultra-Rib are equally tight. Field Cutting and Joining Because the ribs are perpendicular to the axis of the pipe, the pipe can be cut between any rib. The rubber gasket can then be placed between the second and third ribs and the pipe joined together to form a water- tight seal. Gasket material shall meet the requirements of ASTM F477 "Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe." Before assembly, clean and lubricate bell I.D. to third rib Dimensions The standard fay length is 13 feet Approximate Pipe Avg. Avg. O.D. Nominal Wt./Ft. Approximate size I.D. Barrel Thickness (t) (Lbs/fi) Bell O.D. 8 7.89 8.80 .105 2.48 9.76 10 9.86 11.00 .105 3.50 12.22 12 11.74 13.10 .105 5.05 14.60 15 14.37 16.07 .118 7.85 17.84 18 17.65 19.76 .150 11.50 21.95 21 20.75 22.99 .177 14.50 25.50 24 23.50 25.97 .197 21.19 28.50 27 26.50 29.45 .217 28.00* 32.50 30 29.50 32,70 .244 35.50 36. O0 ///t ///I lt il Fittings In-Line Fittings A cornplete line of fittings is available with Ultra-Rib sealingdimonsions no ada()ters are required, lfthe customer chooses to use tine standard in-line fittings used with ASTM D3034 SDR35 PVC sewer pipe. adapters to Ultra Rib are available. Uso ASTM D3034 SDR35 PVC Sower Pipe in 4" or 6" sizes for serwce laterals Repair Couplings Sleeve couplings are available for repairs. The sleeve coupling is manulactured to fit the Ultra Rib outside dimensions and is constructed as a straight sleeve with no stop shoulder. This style coupling will facilitate most repair clrcui'nslances Socket Couplings In Ihe event two spigots need to be joined, socket couplings are available These couplings are very similar to the sleeve couplings except that they employ a stop shoulder at the center of the coupling. Fo~,~,'/er fnsert~ Tee Tapping Saddles While ir~ line fittinus for !ateral connections are available. [uluro corrnoctions may also be made using the same tee or wye tapping saddle as currer'tly used with SDR35 Tho ribs ~acl as a locking guide for the stainless steel strap which prevents slippirg of saddle. A saddle gasket, available from ETI. is all that is required lo make your SDR35 saddle work wilh Ultra Rib Another alternative to the tapping saddle ~s the Inserta tee Thisproduotn~aybosoeciflodfor flew construction or xkJture ~ypic:~l SDR35 t~ppm, g s~dd/e Fowl©r lnserta Tee c'omuectcd to U/Ifa Rrb Manhole Connections Where manholes are manu~ factured with A-LOKs, use an Ultra-Rib Bell by SDR35 (D3034) spigot adapter (A-LOK to be sized for SDR35, D3034, or F679) Manhole wall ,/ The Ultra-Rib Bel7 by SDR35 Spigot fT~y ~lso be used for For cast-in place concrete bottoms, precasl bottoms with "mouse bolo" or similar pipe-to manhole ontry that does not incorporate a flexible connection, use an Ultra Rib gasket, positioned on the pipe in the center of the manhole wall (or concrete headwall or other structures for storm drain) rout or seal the cot tion as required. I / ,, il/t //// Installation Preparation Ultra Rib is a flexible conduit The ombedmont should be designed to limit deflection to 75% Tho long lerm deflection chart on the adjacent page may be used to easily determine acceptable burial conditions Additional design information may be obtained from the Uni Bell Handbook of PVC Pipe Design and Construction. Ultra Rib should be installed using the same good construclion practices as those currently used for SDR35. Additional installation information may be obtained from Uni-B 5, "Recommended Practice for the Installation of PVC Sewer Pipe", or ASTM D2321, "Recommended Practice Ior Underground Installation of Flexible Thermoplastic Sewer Pipe." Foundation Foundation preparation is only required when the trench bottom is unstable. Any loundalion that will support a rigid pipe without causing loss of grade or flexural breaking of pipe will be more than adequate for Ultra-Rib. Bedding The bedding directly underneath tho pipe is required only to bring the trench bottom up to grade and provide uniform longitudinal support for the pipe It should not be so thick or soft that the pipe will settle and lose grade. A layer of material from 4" to 6' thick ~s typically placed to establish line. grade and support. Bell holes should be excavated to insure uniform bearing. Haunching Tine haunching area is the most important in terms of limiting the deflection of a llexible pipe This is the area that should be compacted to the proctor densities shown in the long term deflection chart on the adjacent page. Material which may be adequately placed and compacted to required levels for the specific applica tion is suitable. It is important that no voids exist in this area. Good placement and compactior~ of the haunching is the key to deflection control. Initial Backfill The initial backfill protects the pipe from tine final backfill placement and compaction. It begins at apprc spnng lin~ (the top of Backfill T ( Pipe Width ) Cover '4/ ]7 ]2 ]] ' Backfill Trench Cross Section Showing Terminology Final Backfill The materials used and densities required ir-' this area should be based on tho structure which lies aoove the pipe. This area provides no acdi~ional support to tho pipe. Where tine line runs through a backyard or open field, native material dumped or lightly compacted may be sufficient Under a road surface a material which can be highly compacted is requireo and the initial backfill should be compacted as well Compactive Effort The compactive effort will be reduced if moisture content is controlled to optimum levels Never contact the p~pe with compactors. At all points in the pipe zone adequate compaction of approved materials can be aclnioved us~r-~g portable vibrators. For appJications where m~nimum cover conditions ex~st (a r'nln~mum cover of one foot can be recommended for loads up to and including H20) Olass I materials are needed to reduce compactive effort required over the p~po to achieve a high level of compaction (typically 95% Std. Proctor under a road surface). Heavier equipment, such as Hydro Hammers, should be used only when needed to achieve required densities, and not less than 3 above the pipe. / ? , i/' // / , // // : :? l Long Term Deflection of PVC The chart below was developed to show acceptable burial conditions for Ultra Rib pipe. The areas shaded green will result in long term deflections of less lhan 7.5%. Because Ultra-Rib will not fail at deflections less than 30%. an allowable deflection limit el 75% provides a salety factor of 4 and can be conservatively recommended. The chart eliminates the need lo calculate defleclions and gives the design engineer a ready reference. For example, an application which calls for depths of cover of 14 feet or less, with native Class IV materials can be designed by checking the chart For 14 feel of cover we note that the square across from Class IV material compacted to 65% ~s gray and lherofore riel recommended However, for Class IV material connpacted to 75% or better the square is green under the 14 foot cover column. Therefore, the native soil may be used for haunching as long as it is compacted to 75% or greater. Tho chart does not take into account live loads. When live loads are not a factor, the chart can be used directly to determine whether long term deflection of the Ultra Rib is below 7.5%. When live loads must be considered, determine first, the combined total external load on the pipe. Next, determine the equivalent pnsm load (without live load) for the particular p~pe size involved Determine 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, to determine the burial conditions which are acceptable. In working with these charts, it becomes apparent that: I Soil density in the p~pe zone plays a greater role than soil type in the control of deflection in buried flexible conduits 2. The amount of dofleclion ~s independent of pipe size. Note pipe size does riel appear in lhe chart for maximum long term delloctions. For minimum depths of cover as shallow as 1 foot, additional information should be oblained lrom you~r ETI representative Ultra-RibTM Maximum Long-Term Deflection Chart Minimum F/ y = 46 psi ASTM Bedding Classification Densi~ (Proctor) AASHTO ~99 Gravel Class I Class II 90% 80% Sand Class III 9O% 85% 75% 65% Clay Class IV 85% 75% 65% Peat Class V Height of cover (feet) This soil class not recommended. Note: Deflection values shown do not ~nclude effect of ive load or longitudinal bending 1. No length of p~pe insta led under condit ons specif ed wi l del ect more than is indicated if tr~e spec fled density s obta ned 2. Externa load ng based upon so~l we ght et -20 lbs .ser cue c foot Deflections predicted are based upon p~pe which was nitially circular pnor 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 4. Bedding classifications are as ndicated in ASTM D2321. 5 Deflections listed in table are maximum long-term values 6. Initial deflection is deflection taken within the 1st 24 hours after trench ~s backfilled Hydraulics Flow chart for p,pe flowing full n - 0.009 42 39 36 33 3O 27 24 21 18 .01 .1 .2 · 3 .4 .5 .6 .7 .8 .91.O 2.0 3.O 4.O 5.0 6.0 7.08.0 15 12 10 8 .01 SLOPE IN FEET PER 1000 FEET Conversion chart Table 1 Slope values Slope values derived from ttnis chart are for coefficienl ()f flow n - 0.009. They may be converted to slopes for olhor coefficients o1 flow by moans of the folk)wing multiplying factors 079 for n-0.008 177 for n-()012 1 00 for n-0 009 2.08fi for n-0 013 1 23 fern-0.010 24~ fern-0014 1.494 for'n-0011 2778 for n-0.015 OF LENGTH Conversion chart Table 2 Diameters Diameters derived from this chart are for' coefficient of flow rs - 0.0(i)9 lhese may be converted to diameters tot olhor coefficients of flow by means of the following multiplying taclors 0956 lorn 0008 1.114 forn-O.012 1.000 fern-0.009 1 147 fern 0.013 1040 fern-0.010 1 180 lorn-0014 1078 forn~O.011 1.211 forn-O.015 Conversion factors CFS, MGD, GPM To convert cubic feel per second (cts) to million gallons per day (mgd). multiply cfs by 0.646. To convert cubic feet per second (cfs) to gallons per minute, multiply cfs by 448.83. One cubic fool of water - 7.48 gallons .1 .2 Example Assume: Flow coefficient n - 0 (309 Length '2800 ft Pipe size - 8 inches Elevations Upstream - 715'0" Downstream - 2'13'0" Required: 1) Flow rate when flowing full 2) Velocity Difference in elevation divided by length of pipe line equals slope in ft/ft Multiplying by 1000 = slope 0.7 ft./1000 ft. Enter graph at 0.~ slope and also at 8 inch diameter pipe. At intersection. lines for velocity and flow rate also intersect. These give flow rate of 0.5 cu. ft. per second and velocity of 1 3 feet per second. · 3 .4 .5 .6 .7 .8 .9 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 Flow Comparison To get flow equal to Ultra-Rib, what size competitive pipe is required? Based on Manning Equation, flow co-efficients as noted, a slope of 0.5% or 5.0 feet per 1,000 feet.) Ultra-Rib Reinforced Concrete (n = .009) (n = .013) Corrugated Metal (n = .021) Avg. Diameter Closest Pipe Diameter Dia. I.D. Flow Needed for Size Needed for (In.) (In.) (CFS) Same Flow (In.) Available (In.) Same Flow (tn.) Closest Pipe Size Available (In.) 18 17.65 5.09 20.26 21 24.25 21 20.75 7.84 23.81 24 28.51 24 23.50 10,92 26.97 27 32.30 27 26.50 15,05 30,42 33 36.41 30 29,50 20,03 33.86 36 40.53 27 30 33 42 42 (Above chad based on pipe flowing half full) Quality Control and Testing Procedures Pipe Stiffness (ASTM D2412) Test roqu~rorr~ents call Jot r-r/easuror~qei~ts of min~mum pipe sfiflnoss at 5% The mininqum pipe stif/r~oss (F/ y) at 5% delloo/ion sinai1 bo G0 psi for 8" 18' and 46 psi for sizes 21" 30" wlsen tested accordance with ASTM D2412 "External l oadipg Characloristics el Plastic Pipe by Parallel Pla/o Loactmg ' Flattening (ASTM D794) Fhatters pip(s. ur~til ID is roduiced by 6()SS of original dirrx}nsions No owden(x) o[ spiql,n.(]. cracKuxj or breakir~.9 shall be Impact Resistance (ASTM D2444) A sar'npllrx.~j el pipe specil'qor~s are periodically taken from the produclion line and are tested for irnpac~ resistance by ASTM Test Method D2444. A 'Lwen~y pound woigh[ is dropped Extrusion Quality (ASTM D2152) Tosl distin!jLnshos betwe(x~ Lit/fussed ar(t prooerly /used PV(}. Ultra-Rib Joint Performance (ASTM D3212) The integrity of Lhe 9ask(;1 and racevvay du'neqs tested Hr/tier alq internal vacuum of 22 inches rnoroury. equivalent to 25 leo~, of water head pressure, for over 10 r/qirqUtC, S to assure thai inliltrabo ] will riel OCCUr a water Lable Short Form Specification Ultra-Rib PVC Gravity Sewer Pipe Sizes 8" - 30" The following guide specification may be used to spocily LJl~ra Rib PVC pipe for gravity sanitary sewer and storm drain applications: Guide Specification for Ribbed PVC pipe meet the requirements el ASTM F79~! and Uni-Boll Uni B 9 Pipe shall have a smooth interior with a solid cross sectional rib exterior. Exterior ribs shall be perpendicular to tho axis of the pipe to allow placement of the sealing gasket without additional cutting or machining The pipe stiffness shall be a iT'inimunn of 46 psi when tested at 5% deflection in accordance with D2412 Pipe shall be green in color. By placing the above paragraph in your standard specification, you specify Ultra Rib and all el its superior features and benefits. It is made of the finest PVC materials, meeting a cell classification of 12454B, 12454C or 13364B as defined in ASTM D1~84. Applicable ASTM Specifications D618 Practice for Conductir~g Plastics and Electrical Insulating Materials for Jesting D85S Definitien of Terms Relating to Plastics D1784 Specification for Rigid Poly (Vinyl Chloride.) (PVC) Compounds and Chlorinated Poly (Vinyl Chlonde) (CPVC) compounds D2122 Mothod of Determining D~mensior~sof Thermoplastic Pipe and Fittings D2152 Test Mothod for Degroe of Fusion of Extrudod Poly (Vinyl Chloride) (PVC) Pipe and Molded Fittings by Acetone k'nmorsion D2321 Practice lor Underground lnstallation of Thermoplastic P~pe for Sowers and ©thor Gravity Flow Applications D2412 Test Melhod for External Loading Characteristics of Plastic Pipe by Parallel Plate Loading D2444 [est Method for Impact Resistance of Thermoplastic Pipe and Fittings by Moans of a Tup (Falling Weight) Practice for Making Solvent Cemented Joints with Poly (Vinyl Chloride (PVC) Pipe and Fittings Specification for Joints for Drain anti Sewer Plastic Pipes Using Flexible Elastomeric Seals Praclice for Safe Handling of Solvent Oer'nents and Primers Used for Joining Thorr'noplastic Pipe and Fittings Definitions of Terms Relating to Plastic Pipe Systems Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe Standard Specification for Poly(Vinyl Chloride) (PVC) Profile Gravity Sewer Pipe and Fittings Based on Controlled Inside Diameter D2855 D3212 F402 F412 F477 F794 / / / / / / / // Ultra-Rib Warranty All products sold are subject to tho following warranty: Extrusion Technologies, Inc. (ETI) warrants for a period of one year lrom date of delivery ~o (ho onginal purchaser that the Product is lree Irons defects ~n materials and workmanship ETI makes no o~her warranty of any kind, express or ~mplied, in fact or in law, including without limitation, Ihe warranty ol merchantability or the warranty of fitness lor a particular purposo, othe~ than the limited warranty set for?~ above Every claim undor ~his warranty shall bo deemed waived unloss in wnting and receivod by ETI within thirly (30) days o~ the dato the defect to which each claim relates is discovered or should have been discovored. Limitation of Liability It Is expressly undorstood and agroed that the limit ETI's liability shall be at ETI's sole option, repair or resupply of a like quantity of nondolective Product and tha~ BTI shall have no such liability excep~ where the damage results solely ~rom breach also agrqed that ETI shall not be liable lot any incidental, consequential, or other damagos for any aliegod negligence, breach o~ warranty, strict liability, or any other theory, other than the limitod liability set lorth above, The physical (or chemical) propertios ol ETI's p~pe products ropresent typical avorage values ob~ainod in accordance with accopted test methods and are subject to normal manufacturing vanations. They arc supplied as a tochn~cal sorvice and are subjoct to changes without notice Corporate Offices: ~ 600 Stout Street Suite 1710 Denver, CO 80202 (303) 893 1101 Telefax 303 893 4140 Customer Service Centers: West Virginia 1 800-624-3111 Telefax - 304 472 0742 Missouri 1 800 341 0053 Telefax 314 474 1760 Plant Locations PO. Box 709 Buckhanrhon. WV 26201 6500 N. Brown Station Rd. Columbia, MO 65202 105 East Avenue M Oonroe. TX 77301 ponor / / ' //// //// / SDR 35 Extrusion Technologies, Inc. Telefax Plant/ Customer Service Center Telefax Buckhannon. W.V. 26201 1-800-624-3111 1-304-472-0742 6500 N. Brown Station Rd ColumbiA, MO 65202 1-800-341-0053 1-314-474-1760 Plant/ 105 East Avenue M Conroe, TX 77301 409-760-2888 PVC Sewer Pipe Short Form Specification Scope This specification designates the requirements for Poly- vinyl Chloride (PVC) plastic sewer pipe with integrally belled and spigot joints similar and equal to ETI's PVC sewer pipe. Materials All plastic sewer pipe and fittings shall meet the require- ments of ASTM D 3034 and UNI BELL UNI-B-4. The standard dimension ratio (SDR) of all pipe and fittings shall not exceed 35 unless otherwise specified. Pipe All pipe shall be suitable for use as a gravity sewer. Sizes and dimensions shall be as designated in ASTM D 3034 and/or UNI BELL UNI-B-4. Standard lengths shall lay 13 ft. +1 inch. At manufacturer's option, random lengths may be shipped not to exceed 10°,6 of total footage. Joints All joints shall be of the bell and spigot type and conform to ASTM D 3212 and/or UNI BELL UNI-B-1. Gaskets shall be in accordance with ASTM F 477. All bells shall be formed integrally with the pipe and shall contain a factory installed elastomeric gasket which is positively retained. No solvent cement joints will be permitted in field construction except as specifically authorized by the engineer. Fittings All fittings shall be furnished by the pipe supplier or approved equal. All fittings shell have a push-on joint which is compatible with the pipe and conform to ASTM D 3034. Physical Requirements Physical and chemical tests shall be performed in ac- cordance with the referenced ASTM Specifications and shall be conducted at 73°F 4- 3OF. Pipe Stiffness. Minimum "Pipe Stiffness" (F//~ y) at 5% deflection shall be 46 psi for all sizes when tested in accordance with ASTM D2412. Impact Resistance. Impact tests shall be conducted in accordance with ^STM D2444 and shall comply with the requirements given in ASTM D3034. Installation and Testing. While only the engineer may specify and approve installation and testing procedures, ETI recommends adherence to Uni-Bell Specification UN I-B-5,"Recommended Practice for the Installation of PVC Sewer Pipe." Infiltration Tests Infiltration shall not exceed 50 gallons/inch/mile/day. Standard air, infiltration, exfiltration tests as per UNI BELL UNI-B-6 and/or TV scan are recommended. Deflection Tests Generally deflection tests for SDR 35 pipe are not re- quired. When specified, tests for pipe deflection shall be conducted on a random basis with the engineer deter- mining the number and location depending on the project size and soil conditions encountered. Deflection shall be measured by pulling a mandrel or other device through the pipe. Assembly Instruction 1. Clean. Before starting assembly, make certain that the factow-installed gasket, bell recess and beveled spigot end are free of all dirt. 2. Lubricate. Apply lubricant to the exposed surface of the gasket; then also to the surface of the spigot up to the stop mark, including the tapered end of the spigot. (Note: DO NOT TOUCH lubricated spigot on trench wall or bottom to avoid dirt,or other material from sticking.) 3. Assemble. Align the spigot to the bell and insert. Push spigot into the bell as far as the stop mark either bY hand or with a bar and block. 4. Details. For further details please refer to the UNI BELL Handbook of PVC PiPe. MEMBER PLASTIC PIPE ASSOCIATION PVC Sewer Pipe F D ASTM D3034 SDR35 - DimensiOns and Weights Nominal Dimensions In Inches Approximate Weight Pipe Pounds Per Foot Size Inches SDR A B C D E F 13 Foot 20 Foot Length Length 4 35 4.215 .125 3.97 5.05 3 3/4 4.00 1.08 1.07 6 35 6.275 .180 5.91 7.32 41/4 4.50 2.30 2.28 8 35 8.400 .240 7.92 9.66 5 5.00 4.12 4.08 ~1~0 35 10.500 .300 9.90 12.03 51/4 5.75 6.43 6.36 12 35 12.500 .360 11.78 14.24 51/2 6.25 9.19 9.10 15 35 15.300 .437 14.43 17.37 6~/2 7.00 13.77 13.58 I ~ ExZrusk~ Technologies, Inc. 1600 Stout Street · Suite 1710 · Denver, COlorado 80202 · (303)893-1101 · Te!efax (303) 893-4 140 ~pOnOr A Uponor Group Core,pony Rev. · GENERAL. All castings manufactured, sold, or dis- ~ted, shall be cast with the manufacturers name and ~ . number. Upon written request from the purchaser, Vul- can Foundry, Inc. shall furnish Icad rating certificates for all castings to be installed in areas subject to heavy traffic. MATERIAL. Cast iron material shall conform to ASTM A48-83 Class 30, as a minimum. ASTM A 48-83 Class 35 is available on request. When specified at time of order, foundry will furnish a certified tensile test report for cast- ings produced. The tensile test certificate, by an inde- pendent testing laboratory, confirms the minimum of 30.000 or 35,000 P.S.I. tensile strength, and lists the quart- titles and part numbers certified by that test. All castings certified under that test are identified by the corresponding date or heat number cast on the product. Ductile iron material shall conform to ASTM A536-80 grade 65-45-12. A certified chemical analysis, by an inde- pendent testing laboratory, is furnished on request. APPEARANCE. All castings shall be furnished free from blowholes, shrinkages, or other surface imperfec- tions. PROPER FIT, All castings shall be manufactured true to manufacturer's submittal drawing. All round manhole rings and covers or grates shb. II be furnished with machined horizontal bearing surfaces unless otherwise stated. All ~J:Ler castings will be furnished with ground seating sur- s. Prior to shipping, manufacturer will fit all com- punents and guarantee that all castings furnished are of proper fit, and all castings having machined bearing sur- faces are free from rattle. TOLERANCES. Actual dimensions of all castings shall have a tolerance of + 1/16 inch'i ~.nd an additional tolerance of + 1/16 inch per foot of dimension. All frames, covers, and grates of the same part number shall be interchangeable. WEIGHTS. Casting weights are approximate and shall be within + 5% of catalog weight. Manufacturer will furnish a minimum weight certificate of compliance when minimum weight standards are set forth in local specifications· PAINT.' All castings are submerged and thoroughly coated with a quick-dry liquid asphalt paint, unless other- wise specified. This prevents the handling of a corroded metal surface during installation and maintenance proce- dures. LHEAVY DUTY. Castings designated as heavy duty are designed for 25,000 pound roof-load as outlined under federal ecification RR-F-621D paragraph 4.5.1. =-DIUM DUTY. Castings designated as · .,edium duty are designed for 12,000 pound wheel load. NON-TRAFFIC. Castings designated as non- traffic are suitable for areas where load does not exceed 1000 lbs. · Page 2 TABLE OF CONTENTS (Alphabetically indexed by product) CATCH BASIN FRAMES & GRATES Round: Built,up type ........................... 14 Pipe, to fit vertical stand of ................... 11 Radial slot type ......................... 14 Reversible type ....................... 11, 15 Slab type .......................... 11, 15 Square and rectangular: Built-up type ......................... 24, 25 Reversible type ......................... 25 Slab type .......................... 23, 25 Trench type ....................... 28 thru 31 CURB AND GUTTER INLETS ............... 16 thru 22 Behind the curb ....................... 20, 21 Drive-over type ......................... 22 Street. in the ..................... 16 thru 19, 22 Vane type .......................... 16, 1 @ GUTTER INLETS 22 HANDLING OPTIONS MANHOLE RINGS AND COVERS Round: Built-up type ....................... 8.9, 10, 27 Electrical standards ................. 11, 12, 27, 31 Excessive load, for ' 31 Pipe, to fit vertical stands of ................... 11 Reversible type ......................... 11 Slab-type ........................ 11, 12, 31 Surfaces, classic cover ................... 3 thru 6 Surfaces, standard cover .................... 6, 7 Watertight .......................... 12, 13 Square, Rectangular: Built-up type ........................... 26 Electrical Standards ....................... 26 Reversible type ......................... 26 Slab-type ............................ 26 Watertight ............................ 26 MEDIAN INLETS ...................... 23 thru 25 SPECIFICATIONS, GENERAL .................... 2 TREE GRATES, ARCHITECTURAL ................ 32 TRENCH FRAME AND GRATING ............. 28 thru 31 WARRANTY, PRODUCT ....................... 2 LIMITED WARRANTY Vulcan Foundry, Inc. products are warranted to be free from defect for a period of two (2) years from the date of delivery to the original purchaser when properly installed and used. Claims must be submitted to Vulcan Foundry, Inc. in writing by the original pur- chaser within thirty days of the date of loss. Vulcan Foundry, Inc. may replace the product or refund the purchase price as the sole remedy under this limited warranty. Consequential damages are not covered by this limited warranty. Vulcan Foundry, Inc. disclaims any responsibility for the proper selection of a product and for its instal- lation and subsequent use. Vulcan Foundry, Inc. P.O. Box 905 Denham Springs, LA 70727 This national products catalog contains our more popular products as well as our latest product releases. Please call or write for a regional Vul- can product catalog for your area. We would appreciate your comments. Phone: 1-800-MAN-HOLE (outside LA) FAX: Vulcan Foundry, Inc.; 504-665-4306 P.O. Box 905-C LOCAL: Denham Springs, LA 70727-0905 504-665-6151 © 1988, Vulcan Foundry, Inc. c rF- ILLUSTRATING V-1 1 1 5A WITH CLASSIC COVER, VENTED LID, AND CUSTOM LETTERING OPTIONS. ALL DIMENSIONS ARE IN INCHES PICK POUNDS PART FACE HOLE COVER TOTAL NUMBER A B C D E F TYPE TYPE WEIGHT WEIGHT V-1143.1 22~, 2 20% 20~, 30 3 44 2 150 258 V-1143-2 22~, 2 20% 20% 30 3 61 2 168 276 V.1144.1 22~,; 2 20% 20'/;, 32'/, 4 44 2 138 328 V.1144-2 22", 2 20% 20',~ 32~,~ 4 61 2 168 358 V.1105 23'~; 1 22 22 29'/, 4'~ 1 2 115 235 V.1134 23'/, 2 22 22 30% 4 -- 1 100 220 V-1136-4 23~/, 1'/, 22% 22 30'/, 2'~, 55 2 212 306 V-1137.2 23% 1% 22% 22'/, 30 ' 6 36 2 140 315 ¥.113'/.3 23% 1% 22% 22'/, 30 6 38 2 160 335 V-11374 23% 1% 22% 22'/, 30 6 55 1 212 387 V-1138-2 23% 1% 22% 22 38% 2'~ 37 2 140 234 ,~38-3 23% 1'~ 22% 22 30'/, 2'/~ 38 2 160 254 '.68 23% 2 22% - 22 32 5 68 1 166 356 ,.1141-1 23% 2 22% 22'/~ 30 5 36 1 120 285 V-1141-2 23',~ 2 22',~ 22'~ 30 5 38 1 155 320 V-11~ 24 2 22 21% 31'/~ 3 -- 1 120 245 V-1167 24 2 Y 22~ 22'/, 32 5 68 6 120 340 V-11T/-2 24 2',~ 22%: 22'.~ 32 5 17 3 134 306 V-11Z! . 24 2'/z .' 22% ~ 22% 31 6 21 4 165 380 V-1115 .:. 26',{ 1',~ . 25- 25 35% 7 1 2 150 420 V-1160 33% l'f, - 32 .' 31'~ 40% 4 -- 2 262 484' V-1152-1 39% 1'.4 · 38. ~ 37% 52 8 21 4 406 1182 HEAVY DUTY Refer to pages 6 & 7 for-standard cover surfaces listed in table. Photographs shown below illustrate classic cover and custom,cast cover surfaces pro- duced for various customers. See Classic Cover Selections and ordering instructions on pages 3 through 6. ILLUSTRATING V-1121 WITH CUSTOM LOGO SURFACE. ILLUSTRATING V-1160 WITH CUSTOM LOGO SURFACE. M . DD E ^ FB HEAVY DUTY Refer to pages 6 & 7 for standard cover surfaces listed in table. All manhole covers listed here are available with Classic Cover and Custom-Cast Cover surfaces. See Classic Cover Selections and order- ing instructions on pages 3 through 6. aA;;r,,n. '.: ALL DIMENSIONS ARE IN INCHES FACE 'PICK POUNDS NUMBER A B '-~"- C ~-' DO E F M TYPE HOLE COVER TOTAL · TYPE WEIGHT WEIGHT .V-1201.1 22%. 2 - 20~ 23',~ 38'/~ 2'& 1 44 2 150 385 · .,~1261.2 ' 22~/, 2 ' ~ 23'~ ~% 2'~ 1 61 2 1~ 403 ~- 23% 1 ' 21% 22~& ~ 6 1 1 2 115 ~5 ~.1~5 23'~ 1~ 21% ' 23~ ~ 5 1 1 2 110 2~ V-12~1 ~ 23% 2 ' ~ 23% ~ 7~ 2% ~ 1 120 320 V.12~,2 23~ 2 ~ 23% ~ 7% 2% 36 1 1~ 355 V-1215 26'~ 1 25 26% 35% 7 1 1 1 1~ 4~ ILLUSTRATING V-1285 WITH VENTED LID OPTION. Page 8 Call' 1-800-MANHOLE IN LA 1-800-722-2427 ILLUSTRATING V-2357 WITH CUSTOM LETTERING OPTION. ILLUSTRATING V-2328 ILLUSTRATING V-2600-4 HEAVY DUTY " · . Watertight designs for nominal 24" manholes. Specify anchor bolt holes in flange when re- quired. Specify lettering. E *~'~' ALL DIMENSIONS ARE IN INCHES PICK POUNDS .'PART , FACE HOLE COVER TOTAL NUMBER A B ~C :~:, 0 E F. TYPE TYPE WEIGHT WEIGHT V-2~58-1 22% 1% 19%" 24~A ' 36 9 57 2 160 555 V.2358-2 22% 1% 19% 24% 36 9 57 2 160 500 V-2"JT0 23 1% ' 20 24% 40'/` 9 57 2 155 505 V-235~-1 · 23% 1 ~: 20~ ~: 24'/, 31% 6% 50 2 130 325 V-23,,q)-2 23'/, 1 '20~' ,~' 24% 31'/, 7% 50 2 130 348 V.2384 ~: 23% 1 :~;20~ ¥;~ 24% 33'/, 7'/, 84 2 135 335 :¥-2384.1 ? 23% 1 ~20~ ~:~';' 25 32 7v. 84 2 135 325 : V-23M,.2; 23% I i ~:L~O~ 24% 32 6'/, 84 2 t35 300 'V.2384-3 23'/, 1 ~=!20~ ~ 24'/` 31 4 48 2 135 260 ¥.232~ ~!'~ 23% 1'/` ~20tI ~, 24'~, 32/,, 5 17 2 120 285 ¥-2326-1 r! 23% lt~ .~0% ':!~ 25'/, 33~'/, 8 17 2 150 425 V~232~2 23% 1% "20~ ~'~ 25'/, 33'/` 8 37 2 195 470 V.2327-1 ~ 23% 1% ~ 20% ,: 24,/` 32~/` 6 17 2 150 380 V.232'/.2; 23% 1'/, 20~ ,: 24% 32'/` 6 17 2 195 425 V.238a ~. 24 i 1~ ~19% 24 31 <,6~ 21 3 160 370 V.2342 .,:, 24 2 ~ :*;? 24'/, 31% 5 17 3 135 335 V.2335 : 25"/, 1% ~22% ~? 25% 32% 6 36 ~:~ 2 175 350 V.2358 25% 1 22,/~ 26'/` 34 8 58 3 135 430 V-2312 25% 1'/` 22'/` 27% 35'/, 8 35 2 135 415 V-2~5 26 1'/` 22~ 28% 41 7 57 2 165 485 V-2~57 26'/, 1~/` ~ 23~ 27 36 6 57 2 162 408 HEAVY DUTY Reversible watertight design for Popular clear openings. Popular clear openings are reduced to dimensions shown to allow for horizontal seating of gasket and bolt detail. Specify lettering when required. PART NUMBER ALL DIMENSIONS ARE IN INCHES NUMBER PICK POUNDS FLANGE FLANGE OF HOLE COVER TOTAL DOWN UP A B C D E F BOLTS TYPE WEIGHT WEIGHT V-2600-1 V-2600.1 19% 1'/, 17 . 19% 24 4 4 2 67 160 V-2~2 V.2600.2' 23'/, 1% .21 *,~?i 23% 28% 4 4 2 110 230 V.2600.3 V.2600.3 25% 1% "23 'i 25% 32 4 4 2 120 240 V.2000-4 , 'V.28(X}-4. 31% 1% 29 32'/, 38 4 6 3 310 470 V-2600-5 J V.2800-5 38 2 ~4% 38'/` 46 6 6 3 370 720 V-20~ ' V.26~ 50% 2 48% 50'/~ 57 6 8 3 660 1300 Call. 1-800-MANHOLE IN LA 1-800-722~2427 Page 13