Concrete Pipe 2012 Southern Alberta Product Guide
About Lafarge World leader in building materials, Lafarge extracts resources from the heart of the earth to make materials to bring to the heart of life. Present in 79 countries, the Group responds to the world s demand for housing and infrastructure. Lafarge is driven by the needs of its customers, shareholders, local communities, engineers and architects. The Group creates high value-added solutions which encourage creativity while leaving a lighter trace on the world. Lafarge Pipe Contacts Tina Larson, P.Eng. General Manager 403-292-9503 tina.larson@lafarge-na.com Chris McQuarrie Sales Manager 403-292-9504 Pipe & Field Inquiries chris.mcquarrie@lafarge-na.com Jac (Jake) Kofoed, E.I.T. Sales Engineer 403-292-9236 Manhole Inquiries jac.kofoed@lafarge-na.com Jeana Arkes Sales Coordinator 403-292-9519 Manhole Inquiries jeana.arkes@lafarge-na.com Jennifer Tallent Shipping Coordinator 403-292-9500 Shipping jennifer.tallent@lafarge-na.com Shane Mulligan, P.Eng Design and Marketing Engineer 403-292-9502 Stormceptor and Technical Inquiries shane.mulligan@lafarge-na.com Andre Geurts, C.E.T. Operations Manager 403-292-9506 andre.geurts@lafarge-na.com Gary Twomey, E.I.T. Quality Control Engineer 403-292-9543 gary.twomey@lafarge-na.com Dixie Goodman Administrative Assistant 403-292-9516 Billing Inquiries dixie.goodman@lafarge-na.com Brenda Issa Purchasing 403-292-9515 brenda.issa@lafarge-na.com Shelly Harwood Office Coordinator 403-292-9500 shelly.harwood@lafarge-na.com Other Lafarge Contacts Product Line Contact Phone E-mail Aggregates Eldon Martin 403-292-1575 eldon.martin@lafarge-na.com Asphalt Allen Gervais 403-292-9518 allen.gervais@lafarge-na.com Concrete Block Fred Woodlock 403-292-9419 fred.woodlock@lafarge-na.com Concrete Precast (Architectural & Structural) Isabel Suarez 403-292-9234 isabel.suarez@lafarge-na.com Concrete Ready-Mix John Pistak 403-292-1654 john.pistak@lafarge-na.com Construction & Paving Brent Hrycenko 403-292-1590 brent.hrycenko@lafarge-na.com Foothills Ready-Mix Tom Prince 403-724-2005 tom.prince@lafarge-na.com Pro-Con Roadworks Craig Meadus 403-248-5200 craig.meadus@lafarge-na.com
INDEX Terms and Conditions.... 2 Plugs, Caps and Transition Slabs.... 3 Concrete Pipe.... 4 Pipe... 5 Standard Installation Beddings.... 7 SIDD Pipe.... 8 Bends/ Flared Ends... 9 Box Sections.... 11 Catch Basins... 14 Manholes... 16 Estimating Guide for 1200 Diameter Manholes... 18 Type 5A Manhole Order Form... 19 Type 1-S Manhole Order Form.... 20 Type 1-S Manholes / Lift Stations.... 21 Large Manholes... 23 Tee Riser Manholes... 25 Check Valve Manholes... 26 Stormceptor... 27 Miscellaneous Material.... 34 Material Handling... 35 Notes: 1. All concrete products in this catalogue are manufactured using sulphate resistant cement - CSA A3000 Type HS or HSb. 2. Restocking charges will be 10% for returned undamaged stock items. Cancelled orders are subject to 100% restocking charge with the following exceptions: 30% for stock items with minor repairable damage and 30% for up to 5 prebenched bases or Type 1-S manholes per project. 3. Prices effective January 1, 2012, subject to change. 1 PIPE 2012
TERMS AND CONDITIONS 1. Acceptance of terms: The purchaser agrees that the prices levied by Lafarge North America for product/services take into consideration and are predicted on the purchaser assuming and releasing Lafarge North America of certain liabilities and responsibilities by requesting product/services of Lafarge North America, the purchaser voluntarily elects to enter into this agreement and to be bound by all terms and conditions hereof rather than negotiate a different agreement which would execute the exculpatory indemnification, hold harmless and other provisions herein and wherein, such negotiated agreement would among other things involve substantially higher prices and/or require provisions of adequate insurance by and for the expense of the purchaser to protect Lafarge North America against the liabilities and responsibilities assumed by the purchaser herein. 2. Lafarge North America shall not be responsible for any direct or indirect damages whatsoever caused to the purchaser or otherwise by delays in deliveries, whether arising from fires, strikes, labour difficulties, material procurement difficulties, damage to plant or equipment, governmental regulations, accidents, transportation delays, or from any other cause whatsoever. 3. Orders will be accepted for reasonable color uniformity and finish of material. However, Lafarge North America does not accept responsibility for exact shade duplication or finish. 4. Any production and delivery commitments made by Lafarge North America are subject to the receipt by Lafarge North America of all necessary information, details, and final approved drawings within the time specified. 5. Material will be delivered in full truck-load quantities as close to the job site as trucks of Lafarge North America can reasonably proceed under their own power. Unloading time in excess of 30 minutes will be charged by Lafarge North America to the purchaser at prevailing rates. 6. Pallets left at the job site will be charged to the purchaser, but full credit will be given when they are returned in good condition, freight prepaid, to Lafarge North America. 7. Restocking charges will be 10% for undamaged stock items. Stock items with minor repairable damage and custom built items (prebenched manholes, type 1-S manholes and other non-stock items) that are returned or ordered and not shipped will be subject to a 30% restocking fee. No credit will be given for returned unrepairable products. 8. The purchaser shall inspect all material at the time of delivery and mark any damage or shortage on the delivery ticket. The use or installation of material or the failure to notify Lafarge North America of any defect within seven days after delivery will be deemed unconditional acceptance of the material and all obligations of Lafarge North America with respect to such material shall thereupon terminate the obligation of Lafarge North America under this warranty is expressly limited to repairing or replacing defective material and the purchaser shall not have any claim for labour, other material or anything other than for such repair or replacement. This warranty is in lieu of all other warranties, expressed or implied, with respect to the material covered hereunder. 9. Lafarge North America will not assume liability for any charge for defective materials or for alterations of defective materials, or for any work, except in cases where the prior written authorization of Lafarge North America has been given. 10. The purchaser shall assume responsibility for any dirt left on the street by Lafarge North America s trucks as a result of conditions at the place of deliver. 11. Terms of payment: Terms of payment rendered by Lafarge North America are net cash within thirty (30) days from the date of invoice issuance, in Canadian and in accordance with any payment instructions written on the invoice. If any invoice is not paid by the end of the said thirty (30) days, interest at the rate of two percent (2%) per month (26.8% per annum) shall be charged on all outstanding amounts. For unpaid amounts collected through legal proceedings or by a collection agency, the purchaser shall pay attorney and agency fees and reasonable costs thereof incurred by Lafarge North America in addition to the amount of the invoice and any accrued interest. PIPE 2012 2
PLUGS, CAPS AND TRANSITION SLABS Nominal Inside Diameter Dimensions (mm) End Type Wall Designation mm in Plug ID Bell OD Plug Weight Cap Weight 300 12 Bell C 305 508 190 170 375 15 Bell C 381 610 270 245 450 18 Bell B 457 711 370 335 525 21 Bell C 533 806 475 425 600 24 Bell C 610 902 600 530 675 27 750 30 900 36 1050 42 Bell Straight Bell Straight Bell Straight Bell Straight C C 762 C 914 C 1067 686 1006 750 655 890 625 475 1099 895 780 1085 880 755 1302 1260 1095 1188 1095 865 1461 1605 1360 1442 1575 1315 1200 48 Straight C 1219 1511 1750 1385 1350 54 Straight B 1372 1651 2100 1685 1500 60 Straight C 1524 1867 2700 2140 1650 66 Straight 1800 72 Straight B 1676 2007 3115 2480 C 1676 2044 3400 2580 B 1829 2184 3685 2940 C 1829 2184 3885 2990 1950 78 Straight C 1981 2400 4440 3565 2100 84 Straight B 2134 2540 5000 3965 2400 96 Straight C 2438 2934 6630 5330 2700 108 Straight C 2743 3289 8385 6640 3000 120 Straight B 3048 3607 10090 7985 Notes: 1. The weight of any transition slab will vary depending on opening size, but will not exceed the values denoted above. 2. For the price of a transition slab, use the price of the larger cap/plug that is required. 3. All plugs and caps are 300 mm thick plus the length of the pipe spigot or bell connection Decrease Flow Create Storage Increase Flow DIRECTION OF FLOW Pipe Cap Pipe Plug 3 PIPE 2012
Nominal Inside Diameter CONCRETE PIPE - DIMENSIONS Dimensions (mm) Lifting Wall End Type Pin Designation Wall mm in Pipe ID Pipe OD Bell OD Thickness Note:. Bell Thickness Bell Length 300 12 Bell C 305 445 508 70 50 127 92 375 15 Bell C 381 533 610 76 63 127 92 450 18 Bell B 457 593 711 68 69 127 92 525 21 Bell C 533 711 806 89 77 152 98 600 24 2 Ton Bell C 610 800 902 95 76 165 98 675 27 2 Ton 750 30 2 Ton 900 36 4 Ton 1050 42 4 Ton Spiggot Length Bell 889 1006 102 82 165 102 C 686 Straight 890 890 102 24-102 Bell 978 1099 108 89 178 102 C 762 Straight 1085 1085 162 82-102 Bell 1156 1302 121 106 191 102 C 914 Straight 1188 1188 137 49-102 Bell 1334 1461 133 101 203 102 C 1067 Straight 1442 1442 187 92-102 1200 48 4 Ton Straight B 1219 1473 1473 127 75-102 1350 54 4 Ton Straight C 1372 1511 1511 146 94-127 1500 60 4 Ton Straight C 1524 1867 1867 171 81-127 1650 66 4 Ton Straight 1800 72 4 Ton Straight B 1676 2007 2007 165 90-127 C 1676 2044 2044 184 110-127 B 1829 2184 2184 178 100-127 C 1829 2221 2221 196 121-127 1950 78 8 Ton Straight C 1981 2400 2400 210 115-140 2100 84 8 Ton Straight B 2134 2540 2540 205 110-159 2400 96 8 Ton Straight C 2438 2934 2934 248 143-127 2700 108 20 Ton Straight C 2743 3289 3289 273 140-127 3000 120 20 Ton Straight B 3048 3607 3607 279 152-152 1. Dimensions subject to change. If precise measurements are needed, please contact us. 2. Other wall designations for select pipe sizes are available. Please contact our office if additional information is required. PIPE 2012 4
ASTM C76 CLASS II TO V, CSA A257.2 STRENGTH IN BRACKETS, ASTM C361 Pipe Nominal Inside Diameter Weight mm in kg/m kg/piece Bell End Type 300 12 210 515 Bell 375 15 280 685 Bell 450 18 305 740 Bell 525 21 450 1100 Bell 600 24 545 1330 Bell 675 27 750 30 900 36 1050 42 655 1595 Bell 605 1480 Straight 605 1480 Jacking 765 1865 Bell 1125 2745 Straight 1125 2745 Jacking 1025 2500 Bell 1085 2650 Straight 1085 2650 Jacking 1285 3140 Bell 1775 4330 Straight 1775 4330 Jacking 1200 48 1290 3150 1350 54 1590 3880 1500 60 1930 4705 1650 66 2300 5610 1800 72 2685 6555 1950 78 3460 8445 2100 84 3610 8810 2400 96 5030 12275 2700 108 6210 15150 3000 120 7015 14730 Straight Jacking Straight Jacking Straight Jacking Straight Jacking Straight Jacking Straight Jacking Straight Jacking Straight Jacking Straight Jacking Straight Jacking Notes 1. Each pipe 2.44m in length, with exception of 3000mm diameter (2.10m). 2. Beveled pipe available (maximum 12mm (1/2 ) bevel) at 25% extra. See page 9 or contact us for limitations. 3. Jacking pipe is straight wall pipe with a 200mm wide metal band around the bell and additional reinforcing. 4. For jacking pipe 12mm chipboard cushion to be supplied and installed by contractor. 5. Microtunnel pipe available in 450-600mm diameter, produced at our Edmonton Plant. Please call for details. 6. ASTM C1417 (Direct Design) pipe available in all sizes shown above. See page 8 for additional information. 5 PIPE 2012
PIPE CLASS ESTIMATION TABLE Pipe Diameter (mm) 300 375 450 525 600 675 750 900 1050 1200 Installation Maximum Depth to Invert for: Pipe Diameter Installation Maximum Depth to Invert for: Type: Class II Class III Class IV Class V (mm) Type: Class II Class III Class IV Class V 1 14.9 1 6.4 8.1 12.0 16.4 2 10.5 2 4.7 5.9 8.7 11.9 1350 3 8.2 3 3.7 4.8 7.1 9.6 4 5.4 4-3.5 5.3 7.2 1 15.4 1 6.5 8.2 12.1 16.5 2 10.8 2 4.8 6.0 8.8 12.0 1500 3 8.5 3 3.8 4.9 7.1 9.6 4 5.7 4-3.6 5.5 7.3 1 15.7 1 6.6 8.3 12.1 16.5 2 11.0 2 4.9 6.1 8.9 12.1 1650 3 8.7 3 3.8 5.0 7.3 9.7 4 5.9 4-3.7 5.6 7.5 1 15.9 1 6.6 8.3 12.2 16.6 2 11.1 2 4.9 6.2 9.0 12.2 1800 3 8.9 3 3.9 5.0 7.3 9.8 4 6.1 4-3.7 5.7 7.6 1 11.6 16.0 1 6.7 8.4 12.3 16.7 2 8.1 11.2 2 5.1 6.4 9.2 12.3 1950 3 6.5 9.0 3 4.0 5.2 7.5 10.0 4 4.5 6.2 4-3.9 5.8 7.8 1 11.6 16.1 1 6.8 8.5 12.4 16.8 2 8.2 11.3 2 5.2 6.5 9.3 12.4 2100 3 6.6 9.1 3 4.0 5.3 7.6 10.1 4 4.6 6.4 4 - - 6.0 7.9 1 11.7 16.1 1 7.0 8.7 12.5 16.9 2 8.2 11.3 2 5.4 6.7 9.5 12.7 2400 3 6.6 9.1 3-5.5 7.8 10.3 4 4.7 6.5 4 - - 6.2 8.1 1 7.8 11.7 16.1 1 7.2 8.9 12.7 17.0 2 5.5 8.3 11.4 2 5.6 6.9 9.8 13.0 2700 3 4.4 6.7 9.2 3-5.7 8.1 10.6 4 3.1 4.9 6.7 4 - - 6.4 8.4 1 6.2 7.9 11.8 16.3 1 7.4 9.1 12.9 17.2 2 4.4 5.7 8.5 11.6 2 5.8 7.2 10.0 13.2 3000 3 3.5 4.5 6.8 9.3 3-5.9 8.3 10.8 4-3.2 5.0 6.9 4 - - 6.7 8.6 1 6.3 8.0 11.9 16.3 2 4.6 5.8 8.6 11.8 3 3.6 4.7 7.0 9.5 4-3.4 5.2 7.0 Notes: 1. Table based on recommended loadings and calculations from Standard Practice for the Design and Installation of Rigid Gravity Sewer Pipe in the City of Calgary, January 2008. This table is provided for convenience, but is not intended to replace proper engineering design. 2. Minimum cover over crown: Type 1 Installation: 0.6m Type 2 Installation: 0.8m Type 3 Installation: 1.2m Type 4 Installation: 1.3m 3. For installation depths not shown in the table, or for other conditions not matching above, please contact us for design assistance. We will design the pipe for the required depth, using standard installation beddings. 4. Type 1 installations require prior approval from the City of Calgary for Calgary based projects. 5. Type 1 installations require greater soil stiffness from the surrounding soils than Type 2, 3, and 4 installations. Proper field verification of soil properties and compaction levels must be performed to ensure compliance with the design requirements. PIPE 2012 6
STANDARD INSTALLATION BEDDINGS Soil and Compaction (% Standard Proctor Density) Requirements Installation Haunch and Lower Side Type Outer Bedding (Trench Wall) Description Soil Classifications USCS Soil Types 1 95% Category I 90% Category I, or 95% Category II, or 100% Category III Category I Gravelly Sand SW, SP GW, GP 2 90% Category I or 95% Category II 85% Category I, or 90% Category II, or 95% Category III Category II Sandy Silt GM, SM, ML Also GC, SC with less than 20% passing #200 3 85% Category I, or 90% Category II, or 95% Category III 85% Category I, or 90% Category II, or 95% Category III Category III Silty Clay CL, MH GC, SC, CH 4 85% Category III, or No Compaction required for Category I or II 85% Category III, or No Compaction required for Category I or II Notes: 1. The Pipe Class Estimation Table on the following page is based on the Standard Practice for the Design and Installation of Rigid Gravity Sewer Pipe in the City of Calgary, using the following parameters: Backfill soil density: 2165 kg/m 3 CL-800 Highway Live Loading Bedding types as defined in ASTM C1479 (details above) Full fluid load in pipe Embankment installation (most conservative) 2. The Pipe Class Estimation Table is provided for covenience, but is not intended to replace proper engineering design. 7 PIPE 2012
SIDD CONCRETE PIPE ASTM C1417 SIDD concrete pipe, which refers to a more robust engineering design versus that offered by ASTM C76, is now required for all pipe 1050 mm diameter and larger by the City of Calgary s standard specification for sewer construction. Beneficial characteristics of SIDD design: Conservative Analyses are based on the worst case (embankment) loadings, voids in the haunch zone, the greatest predicted loads, and measurable requirements that more accurately assess long-term performance of the system. Versatile The designer can choose between installation types to suit specific site conditions and budgetary constraints. The four standard installations can be used to optimize the total installed cost by evaluation of the relative pipe cost and backfill material supply and compaction cost. Quantifiable Definite and measurable levels of acceptance are prescribed, which provides better direction for the designer and contractor. Nominal Inside Diameter Weight End Type: mm in kg/m kg/piece 1050 42 1285 3140 Bell 1050 42 1775 4330 Straight 1200 48 1290 3150 Straight 1350 54 1590 3880 Straight 1500 60 1930 4705 Straight 1650 66 2300 5610 Straight 1800 72 2685 6555 Straight Nominal Inside Diameter Weight mm in kg/m kg/piece 1950 78 3460 8445 2100 84 3610 8810 2400 96 5030 12275 Nominal Inside Diameter Weight mm in kg/m kg/piece 2700 108 6210 15150 3000 120 7015 17110 Notes: 1. Cover range is to the TOP OF PIPE and is based on achieving a Type 2 Standard Installation as per ASTM C1479 - see page 7 for details. 2. Pipe designed in accordance with ASCE 15-98 Standard Practice for Direct Design of Buried Precast Concrete Pipe Using Standard Installations (SIDD) using the loading assumptions on page 7. Shop drawings available upon request. 3. See page 4 for pipe dimensions and lift anchor sizes. All Taxes & Freight Charges Extra PIPE 2012 8
CURVED ALIGNMENT / PIPE BENDS ASTM C76, CSA A257.2 Nominal Diameter (mm) 12.5mm Joint Opening Minimum Radius (m) Deflection Angle per Joint (Degrees) 12.5mm Joint Opening and 12.5mm Bevel Minimum Radius (m) Deflection Angle per Joint (Degrees) Weight kg/piece 300 81 1.61 - - 200 375 98 1.34 - - 275 450 116 1.21 - - 455 525 139 1.01 - - 680 600 156 0.90 - - 820 675 174 0.81 87 1.61 1180 750 191 0.73 96 1.46 1380 900 226 0.62 113 1.24 2500 1050 261 0.54 130 1.07 3140 1200 288 0.49 144 0.97 3150 1350 323 0.43 162 0.87 3880 1500 357 0.39 179 0.78 4705 1650 392 0.36 196 0.71 5610 1800 427 0.33 214 0.66 6555 1950 469 0.30 234 0.60 8445 2100 496 0.28 249 0.56 8810 2400 566 0.24 284 0.49 11210 2700 643 0.22 321 0.44 15150 3000 705 0.20 353 0.40 17110 Bends/Flared Ends Notes: 1. If your specified radius is smaller than shown, you will require bends and/or manholes to meet the required radius. 2. All bends custom manufactured to required angle. 3. Bevelled pipe not available in sizes 300-600mm. 4. Above radii and angles based on standard pipe wall shown on page 4. 5. All bends are manufactured to a lay length of 2.44m, with the exception of 3000mm nominal diameter (2.10m). 9 PIPE 2012
Nominal Dia (mm) Notes: Weight kg/ pc Price Each 1. Spigot end required for inlet, bell for outlet. 2. No volume discount on bar screens. FLARED ENDS Dimensions (mm) A B C L W 300 240 $785 186 610 1245 1855 610 450 450 $1,025 300 670 655 1225 935 525 1120 $1,245 152 890 965 1855 1067 600 695 $1,465 225 1055 725 1780 1200 750 1080 $1,935 300 1025 525 1850 1500 900 1865 $2,750 375 570 850 2430 1800 1050 2760 $3,225 535 1650 890 2540 1980 1200 2975 $3,725 650 1775 875 2450 2100 1350 3665 $4,855 685 1650 895 2545 2545 1500 3980 $5,380 760 1525 820 2450 2740 PIPE 2012 10
STANDARD CONCRETE BOX SECTIONS Thinking Inside the Box Precast concrete box sections are designed to meet job specific requirements and are manufactured under factory controlled conditions employing the latest in dry cast manufacturing technology. Precast box sections are the logical solution to problems of restricted head room, minimum cover, limited trench width or excessive over fills, and can be designed for jacking under roads without traffic interruption. Concrete box sections can be used in a variety of applications to meet the needs of your project beyond the conveyance of storm water, industrial waste and sanitary sewage. Innovative product solutions include: Highway bridge culverts Stormwater retention tanks Rural bridge applications Vertical vaults Rip-rap lined culverts for fish crossing Utility corridors or pedestrian tunnel crossings Box Sections DIMENSIONS (mm) Box Size Span x Rise Standard Length Side Wall Thickness Top Wall Thickness Bottom Wall Thickness Haunch Plug/Top/Base Slab Thickness Approximate Storage Volume (m3) 1200 x 600 2000 125 190 150 125 300 1.35 1200 x 900 2000 125 190 150 125 300 2.05 1800 x 1200 2000 175 200 175 175 300 4.15 2400 x 1200 2000 200 200 200 200 300 5.60 2400 x 1800 2000 200 200 200 250 300 8.35 2440 x 2440 2440 200 200 200 200 300 14.30 3000 x 2400 2000 250 250 250 250 300 14.15 Notes: 1. Shorter standard lengths are available for all box sizes with the exception of those highlighted in italics in the table above. 2. For adjustable box sizes up to 4.0m in rise and span refer to page 23 for details. 11 PIPE 2012
STANDARD CONCRETE BOX SECTIONS Underground Stormwater Storage Alternatives Concrete box sections offer a high quality, structurally superior alternative for underground stormwater storage for every day or low impact development projects. With an estimated life span of over 100 years, concrete box sections are the dependable choice for converying and storing stormwater. Box section plugs or caps as required (monolithic alternatives available). Steel plate drilled epoxied on site to limit movement (by contractor). Flow channels May be sawcut in the field by contractor(recommended), though precast or scarring options are available. Swift lift pins (typical). Box sections placed in close proximity to limit gaps. Manhole or alternative access opening as required. Pipe entries as required. Notes: 1. Manufacture of box sections includes supply of concrete product only. Rub-R-Nek is available upon request, but does not constitute a water tight seal. Sealing is not the responsibility of Lafarge, including recommendation of sealing product, sealing contractor, or sealing procedure. It is recommended, however, that the groundwater conditions at the subject site be taken into consideration, as hydraulic gradients may impact sealant performance. 2. Design can be achieved using any box sizes offered in our catalogue. 3. Design solutions can be achieved using any combinations of boxes, wide and long. 4. Contact Lafarge for design inquiries. PIPE 2012 12
1200 X 600 2.0m Long 1200 X 900 2.0m Long 1800 X 1200 2.0m Long 2400 X 1200 2.0m Long 2400 X 1800 2.0m Long 2440 X 2440 2.44m Long 3000 x 2400 2.0m Long CONCRETE BOX SECTIONS - PRICES ASTM C1433 Span x Rise x Length Weight Per Piece Lift Clutches Required Culvert, Price Per Metre 3240 Plug / Cap, Each 985 Bend, Each 3240 Sloped Inlet/Outlet, Each 2430 Culvert, Price Per Metre 3600 Plug / Cap, Each 1295 Bend, Each 3600 Sloped Inlet/Outlet, Each 2700 Culvert, Price Per Metre 6180 Plug / Cap, Each 2440 Bend, Each 6180 Sloped Inlet/Outlet, Each 4635 Culvert, Price Per Metre 8065 Plug / Cap, Each 3230 Bend, Each 8065 Sloped Inlet/Outlet, Each 6050 Culvert, Price Per Metre 9220 Plug / Cap, Each 4435 Bend, Each 9220 Sloped Inlet/Outlet, Each 6915 Culvert, Price Per Metre 12840 Plug / Cap, Each 5810 Bend, Each 12840 Sloped Inlet/Outlet, Each 9630 Culvert, Price Per Metre 14760 Plug / Cap, Each 7310 Bend, Each 14760 Sloped Inlet/Outlet, Each 11070 4 Ton 4 Ton 8 Ton 8 Ton 8 Ton 8 Ton 8 Ton Notes: 1. Prices are based on standard applications designed to ASCE 26-97 and produced to ASTM C1433. Please contact us for specific project quotes or CHBDC designs. 2. See page 24 for pricing of vertically installed boxes. 3. Kent Seal gasket (see page 34 for pricing) is available for box joints but may not provide a water tight seal. Additional measures by contractor may be needed if a water tight joint is required. 4. 2400x1800 and 3000x2400 box sections now available with a gasketed joint. 5. Please call for pricing on our new large boxes up to 4m span. 6. Refer to your local municipality s installation requirements for information on joint connections. 13 PIPE 2012
CATCH BASIN COMPONENTS PIPE 2012 14
914MM DIAMETER CATCH BASIN MATERIAL ASTM C478, CSA A257.4 Frame & Covers Tops & Collars Barrels Bases Item Description Weight kg/pc Monolithic CB Benched Base (See note 3) Upstream Monolithic Monolithic CB Flat Bottom Shallow Monolithic CB Base 914 ID x 1080 High (36 x42 ) Complete with gasket for SDR 35 or rough opening. (up to 450mm pipe) 914 ID x 1000 High (36 x39.5 ) Complete with higher benching and gasketed pipe opening 914 ID x 1220 High (36 x48 ) Complete with gasket for SDR 35 or rough opening. (up to 450mm pipe) 914 ID x 406 High (36 x16 ) Complete with gasket for SDR 35 or rough opening. (up to 300mm pipe) Flat CB Base 1100 Dia. x 152 Deep Base 360 42" CB Barell with Weeper Holes 914 ID x 1067 High (36"x42") With Weeper Holes 865 36" CB Barrel 914 ID x 914 High (36"x36") 740 30" CB Barrel 914 ID x 762 High (36" x 30") 615 24" CB Barrel 914 ID x 610 High (36" x 24") 495 18" CB Barrel 914 ID x 457 High (36" x 18") 370 12" CB Barrel 914 ID x 305 High (36" x 12") 250 6" CB Barrel 914 ID x 152 High (36" x 6") 125 Collar 67mm High Collar for K3 Top Slab/Grate 30 'C' Top - Square Curb Also fits K1 Frame & Grate 1320 x 1100 with openings for square curb grates 345 'K2' Top - Rolled Curb 1270 x 1120 with opening for rolled curb grate 260 'K3' Top - Rectangular Area Drain 1100 Dia. with opening for rectangular grate 270 'M' Top - Circular Area Drain 1100 Dia. With opening for round grate or solid frame and cover 285 'E' Top - Square Area Drain 1100 Dia. with opening for square grate 285 'C' Frame and Grate Rectangular Area Drain and Storm Back 150 'K2' Frame and Grate To Fit Rolled Curb 210 'K3' Frame and Grate Rectangular Area Drain 85 'E' Frame and Grate Square Area Drain 70 Round Frame and Grate City of Calgary Frame and Slotted Cover 150 Flat Inlet Control Device ICD for Monolithic CB - Curved Inlet Control Device ICD curved to fit CB Barrels - 1190 1420 1555 715 Catchbasins Notes: All Taxes & Freight Charges Extra 1. Concrete catch basin products manufactured to ASTM C478 / CSA A257.4 2. Type E Frame and Grate not approved for use in City of Calgary Storm Drainage System. 3. Benching is for dead ends only. Monolithic bases available as new style dry cast with flat joint or old style wet cast with 25mm lip. 4. Barrels, Flat CB Base, and Type K3, E, and M top slabs have 25mm lip. Type C and K2 top slabs have flat joint. 15 PIPE 2012
TYPE 5A MANHOLES PREBENCHED BASE All newly built prebenched bases incorporate an engineered pipe to manhole connector. The boot-style gasket clamps onto the pipe, reducing infiltration and exfiltration. For profile pipe (i.e. ultra-rib, X2), a straight wall adaptor is recommended to maintain the integrity of the seal. PIPE 2012 16
1200MM DIAMETER TYPE 5A MANHOLE MATERIAL For Pipe up to 600mm Diameter ASTM C478 / CSA A257.4 Bases Barrels & Adapters Top Slab & Collars Accessories Item Description Weight kg/pc 150 mm Pre-Bench 813 High Prebenched Base with Maximum Pipe size of 150 (6") 1900 200 mm Pre-Bench 813 High Prebenched Base with Maximum Pipe size of 200 (8") 1900 250 mm Pre-Bench 813 High Prebenched Base with Maximum Pipe size of 250 (10") 1900 300 mm Pre-Bench 813 High Prebenched Base with Maximum Pipe size of 300 (12") 1900 375 mm Pre-Bench 813 High Prebenched Base with Maximum Pipe size of 375 (15") 1900 450 mm Pre-Bench 813 High Prebenched Base with Maximum Pipe size of 450 (18") 1900 525 mm Pre-Bench 813 High Prebenched Base with Maximum Pipe size of 525 (21") 1900 600 mm Pre-Bench 914 High Prebenched Base with Maximum Pipe size of 600 (24") See note 3 1900 Cul-De-Sac Pre-Bench 813 High Cul-De-Sac Prebenched Base with 4 or more openings See Note 5 1900 Flat Mono Base 813 High Monolithic Flat Base 1900 Flat Base 1600 Square x 254 Deep Base 1300 96" MH Barrel 1220 ID x 2440 High Barrel c/w 6 Steps 3690 48" MH Barrel 1220 ID x 1220 High Barrel c/w 3 Steps 1575 32" MH Barrel 1220 ID x 813 High Barrel c/w 2 Steps 1050 16" MH Barrel 1220 ID x 406 High Barrel c/w 1 Step 525 12" MH Barrel 1220 ID x 305 High Barrel c/w 1 Step 395 Perforated MH Barrel 1220 ID x 914 High, Perforated Barrel 705 MH Spiggot to Spiggot Adaptor 1220 ID x 305 High Spigot-Spigot Adapter c/w 1 Step 525 MH Bell to Bell Adaptor 1220 ID x 508 High Bell-Bell Adapter c/w 1 Step 530 STD Top Slab 1220 ID x 178 Deep with 710 Dia. Offset Opening 630 "C" Top Slab 1220 ID x 178 Deep with Opening for 'C' Frame and Grate 630 Red Deer Top Slab 1220 ID x 178 Deep with 640 Dia. Offset Opening for Red Deer Sanitary Manholes 630 8" MH Collar 710 ID x 203 High c/w MH Step Recesses for Step-G 205 6" MH Collar 710 ID x 152 High c/w MH Step Recesses for Step-G 155 4" MH Collar 710 ID x 101 High c/w MH Step Recesses for Step-G 105 3" MH Collar 710 ID x 76 High c/w MH Step Recesses for Step-G 75 2" MH Collar 710 ID x 50 High c/w MH Step Recesses for Step-G 50 STD City of Calgary F&G City of Calgary Frame and Cover - 600 Dia.x 150 High 150 Frame & Cover City of Calgary Frame and Cover - 600 Dia.x 250 High 170 Frame & Cover Town and Country Style Frame and Cover - 570 Dia.x 150 High 190 Aluminum Step 300mm Wide Ladder Rung - Install in Barrels with 25mm Dia. Drilled Hole Aluminum Poly Step 300mm Wide Poly Coated Ladder Rung - Install in Barrels with 25mm Dia. Drilled Hole Galvanized Step 300mm Wide Ladder Rung - Install in Collars in Step Recess Gasket Manhole Circular Gasket - no lube style ICD Inlet Control Device to fit Prebenched Manhole - custom order Manholes 1. Prebenched bases are made to order - please contact us for a schedule. Approved drawings or manhole order forms are required for manufacture. 2. 813mm from invert to barrel shoulder except for 600mm concrete pipe - 1110mm height. 3. Minimum 90 degrees between 600mm diameter pipes. 4. Any prebenched manhole with four or more openings will be charged as a cul-de-sac manhole. 5. All other prebenched manholes available with pipe openings in 45 degree increments only. Other angles accommodated through flexibility in connection of pipe with manhole or an oversized hole. 6. Prebenched manhole bases come complete with circular cast-in rubber gasket for SDR 35 pipe. 7. In areas with high groundwater, manhole gaskets and 2440mm high barrels are recommended. 8. An order sheet is required for all prebenched manholes. See page 19. 9. All manhole material is designed to meet City of Calgary specifications. Please advise if other requirements are necessary. PIPE 2012 17
Depth to Lowest Invert (m) ESTIMATING GUIDE FOR 1200mm DIAMETER TYPE 5A MANHOLES Prebenched Base Manhole Barrels Top Slab Collars 813 1220 813 406 305 178 203 152 101 2.00 1 1 1 1 1 1 2.10 1 1 1 1 1 2.20 1 1 1 1 1 1 2.30 1 1 1 1 1 1 2.40 1 1 1 1 1 1 2.50 1 1 1 1 1 1 2.60 1 1 1 1 1 1 1 2.70 1 1 1 1 2 1 2.80 1 1 1 1 1 1 2.90 1 1 1 1 1 1 3.00 1 1 1 1 1 1 3.10 1 1 2 1 1 1 3.20 1 1 1 1 1 1 1 3.30 1 1 1 1 1 1 3.40 1 1 1 1 1 1 3.50 1 1 1 1 2 1 3.60 1 1 1 1 1 1 1 3.70 1 1 1 1 1 1 1 3.80 1 1 1 1 1 1 1 3.90 1 1 1 1 1 2 1 4.00 1 2 1 1 1 1 4.10 1 2 1 1 1 1 4.20 1 2 1 1 1 1 4.30 1 2 2 1 1 1 4.40 1 2 1 1 1 1 1 4.50 1 2 1 1 1 1 4.60 1 2 1 1 1 1 4.70 1 2 1 1 2 1 4.80 1 2 1 1 1 1 1 4.90 1 2 1 1 1 1 1 5.00 1 2 1 1 1 1 1 5.10 1 2 1 1 1 2 1 5.20 1 3 1 1 1 1 5.30 1 3 1 1 1 1 5.40 1 3 1 1 1 1 5.50 1 3 2 1 1 1 5.60 1 3 2 1 1 1 5.70 1 3 1 1 1 1 1 5.80 1 3 1 1 1 1 5.90 1 3 1 1 1 1 1 6.00 1 3 1 1 1 1 1 Frame & Cover Notes: 1. Estimating guide based on prebenched manholes - 250mm pipe size used for prices. 2. 50mm and 75mm Collars are not used in the above but are available for grade adjustment. 3. 2440mm High barrels are not show above, but may be used in place of 2-1220mm high barrels. PIPE 2012 18
MANHOLE ORDER FORM FAX TO: 403 255 2677 Contractor: Job Name: Date Required: 5A 5A 5A (outlet) (outlet) (outlet) Manhole Number: Rim Elevation: Side Pipe Size Material Invert A B C D E F G H Comments: Manhole Number: Rim Elevation: Side Pipe Size Material Invert A B C D E F G H Comments: Manhole Number: Rim Elevation: Side Pipe Size Material Invert A B C D E F G H Comments: 19 PIPE 2012
MANHOLE ORDER FORM FAX TO: 403 255 2677 Contractor: Job Name: Date Required: 1S Avoid using large pipes on side A (Interferes with steps) Manhole Number: Rim Elevation: Side Pipe Size Material Invert A B C D Size (if specified): 1.2 2.4 (check one) 1.5 2.8 1.9 Skimming Comments: 1S Avoid using large pipes on side A (Interferes with steps) Manhole Number: Rim Elevation: Side Pipe Size Material Invert A B C D Size (if specified): 1.2 2.4 (check one) 1.5 2.8 1.9 Skimming Comments: 1S Avoid using large pipes on side A (Interferes with steps) Manhole Number: Rim Elevation: Side Pipe Size Material Invert A B C D Size (if specified): 1.2 2.4 (check one) 1.5 2.8 1.9 Skimming Comments: PIPE 2012 20
TYPE 1-S MANHOLES / LIFT STATIONS 1.2 1S 1.5 1S 1.9 1S 2.4 1S 2.8 1S Description For Pipe Sizes up to Approx. Weight (kg) each piece/ each half Dimension A B&C D E F G Top & Bottom Half 2020 High 900 2650 175 1010 200 150 1200 1500 1000 High Intermediate - 2040-1000 - 150 1200 1500 Top Half 1010 High 675 2650 175 1010 200 150 1200 1500 Flat Base Slab - 1620 - - 250 - - 1500 Skimming Manhole (Top & Bottom Half) - 2950 175 1160 200 150 1200 1500 Top & Bottom Half 2020 High 1050 3550 175 1010 200 150 1500 1800 1000 High Intermediate - 2400-1000 - 150 1500 1800 Top Half 1010 High 675 2650 175 1010 200 150 1500 1800 Flat Base Slab - 2330 - - 250 - - 1800 Skimming Manhole (Top & Bottom Half) - 3950 175 1160 200 150 1500 1800 Top & Bottom Half 2000 High 1500 5650 200 1000 200 150 1930 2230 1000 High Intermediate - 3100-1000 - 150 1930 2230 Top Half 1000 High 675 5650 200 1010 200 150 1930 2230 Flat Base Slab - 3580 - - 250 - - 2230 Skimming Manhole (Top & Bottom Half) - 6100 200 1160 200 150 1930 2230 Top & Bottom Half 2400 High 1800 11680 250 1200 250 230 2400 2860 1000 High Intermediate - 5700-1000 - 230 2400 2860 1750 High Intermediate 10000-1750 - 230 2400 2860 Top Half 1200 High 900 11680 250 1200 250 230 2400 2860 Flat Base Slab - 5890 - - 250 - - 2860 Skimming Manhole (Top & Bottom Half) - 12650 250 1350 250 230 2400 2860 Top & Bottom Half 2800 High 2100 18140 250 1400 250 230 2800 3260 1000 High Intermediate - 18140 250 1400 250 230 2800 3260 1750 High Intermediate - 11500-1400 - 230 2800 3260 Top Half 1400 High 1050 18140 250 1400 250 230 2800 3260 Flat Base Slab - 7650 - - 250 - - 3260 Skimming Manhole (Top & Bottom Half) - 19250 250 1550 250 230 2800 3260 Notes: 1. 1-S Manholes & Liftstations are NOT prebenched. 2. Standard depth of cover 5 meters (10 meters available upon request). 3. Use intermediate sections between top and bottom sections of 1-S manhole to meet drop manhole invert requirements. 4. Where design invert rim to invert is less than the minimum shown, the City of Calgary requires a complete top and bottom be used, in which case it must be lowered and field benched to invert. Elsewhere, a top half 1-S (half of price shown) plus a base slab may be used, subject to approval by project engineer. 5. Kent Seal gasket (see page 34) is available for Type 1S manhole joints but is very dependent on field installation. Additional measures by contractor may be needed if a watertight joint is required. 6. Top and bottom half walls taper from the thickest point at the top/base slab to the centre (dimension E ). This may affect mounting of equipment, gates, etc. 21 PIPE 2012
TYPE 1-S MANHOLES / LIFT STATIONS Notes: Pipe Size (mm) Maximum Angle off of Face for Type 1S Manhole Size: 1200mm 1500mm 1930mm 2400mm 2800mm 300 45 45 45 45 45 375 45 45 45 45 45 450 45 45 45 45 45 525 40 45 45 45 45 600 35 45 45 45 45 675 30 45 45 45 45 750 25 40 45 45 45 900 0 30 45 45 45 1050-15 40 45 45 1200 - - 30 45 45 1350 - - 20 40 45 1500 - - 10 30 40 1650 - - - 25 35 1800 - - - 10 30 1950 - - - - 20 2100 - - - - 15 1. If pipe angle is greater than shown, use larger manhole. PIPE 2012 22
BIG BOX MANHOLES Our biggest box manholes are available for use as Type 1-S manholes or lift stations. These sections are able to handle up to 3000mm diameter pipe. BIG BOX SIZING GUIDELINE Box Size Weight of Top & Bottom Slab (kg) 300mm Wall Thickness Weight of Section (kg) Lifting Clutches Required Weight of Top & Bottom Slab (kg) 350mm Wall Thickness Weight of Section (kg) Lifting Clutches Required Haunch Dimension 3.0m Span x 2.5m Rise 8035 23040 20 Ton 9945 27120 20 Ton 300 3.0m Span x 3.0m Rise 9335 24840 20 Ton 11500 29220 20 Ton 300 3.0m Span x 3.5m Rise 10630 26640 20 Ton 13055 31320 20 Ton 300 3.0m Span x 4.0m Rise 11925 28440 20 Ton 14610 33420 20 Ton 300 3.5m Span x 3.5m Rise 12105 28440 20 Ton 14820 33420 20 Ton 300 3.5m Span x 4.0m Rise 13580 30240 20 Ton 16585 35520 20 Ton 300 4.0m Span x 4.0m Rise 15235 32040 20 Ton 18555 37620 20 Ton 300 Large Manholes Notes: 1. All weights approximate and based on 2.5m section lengths. For shorter lengths, please scale appropriately or call. 2. For sizes not shown, consider using standard box sections on page 11 or call for additional information. 3. Call for pricing and construction schedules. 23 PIPE 2012
LARGE MANHOLE / LIFT STATION MATERIAL ASTM C478 / CSA A257.4, ASTM C1433 Item Description (Nominal I.D.) Lifting Clutches Required Weight (kg/piece) 1500 Dia. 2440 High Barrel Top Slab / Base Slab 4 Ton 4705 1900 Large Diameter Manholes 1800 Dia. 1950 Dia. 2100 Dia 2400 Dia 2700 Dia 2440 High Barrel Top Slab / Base Slab 2440 High Barrel Top Slab / Base Slab 2440 High Barrel Top Slab / Base Slab 2440 High Barrel Top Slab / Base Slab 2440 High Barrel Top Slab / Base Slab 4 Ton 8 Ton 8 Ton 8 Ton 8 Ton 6555 2700 8445 3300 8810 3700 12275 4740 15150 6100 3000 Dia 2100 High Barrel Top Slab / Base Slab 20 Ton 14730 7350 1200x600 2000 High Box Top Slab / Base Slab 4 Ton 3240 985 1200x900 2000 High Box Top Slab / Base Slab 4 Ton 3600 1295 Concrete Boxes 1800x1200 2400x1200 2400x1800 2000 High Box Top Slab / Base Slab 2000 High Box Top Slab / Base Slab 2000 High Box Top Slab / Base Slab 8 Ton 8 Ton 8 Ton 6180 2440 8065 3230 9220 4435 2440x2440 2440 High Box Top Slab / Base Slab 8 Ton 12840 5810 3000x2400 2000 High Box Top Slab / Base Slab 8 Ton 14760 7310 Notes: 1. Base slabs can also be made oversized to resist flotation in high ground water conditions. Call for pricing. 2. Price includes rubber gaskets and lube for large diameter round manholes only. Kent Seal gasket (see page 34) is available for box manhole joints, but is very dependent on field installation. Additional measures by contractor may be needed if a watertight joint is required. 3. See page 16 for manhole barrel dimensions and page 11 for box dimensions 4. Top slabs & base slabs are typically 300mm thick. 5. For shorter sections, please call. PIPE 2012 24
TEE RISER MANHOLES Dimensions (mm) Weight Diameter Length Height (kg/piece) 1050 2440 1370 3700 1200 2440 1745 3700 1350 2440 1910 4425 1500 2440 2075 5250 1650 2440 2240 6155 1800 2440 2405 7100 1950 2440 2590 9000 2100 2440 2735 9360 2400 2440 3065 11800 2700 2440 3415 15700 3000 2440 4290 17675 25 PIPE 2012
CHECK VALVE MANHOLES Nominal Pipe Size (mm) Manhole Type Notes: 1. Check valve manholes come complete with cast-in neoprene gaskets for C900 PVC pipe. Weight (kg/piece) 150 1200 dia. Monolithic base 1900 200 1200 dia. Monolithic base 1900 250 1.5m Type 1-S 7100 300 1.5m Type 1-S 7100 400 1.9m Type 1-S 11300 Item SAMPLING CHAMBER BASE / TOP SLABS Weight (kg/piece) 840mm square base for 600mm Sampling Chamber 160 1124mm Round base for 900mm Sampling Chamber 375 1473mm Top Slab for 900mm Sampling Chamber 650 PIPE 2012 26
The calm during the storm Surface access for ease of maintenance Weir directs water to quiet chamber below Durable precast concrete Patented technology prevents captured pollutants from scouring Impervious liner provides double wall containment for hydrocarbons Captures and stores a wide range of particle sizes, from 20 to 2,000 microns, for later removal Treated water exits the unit Sediment lies dormant for later removal Free oils are trapped for later removal Quiet chamber creates ideal conditions for free oils to rise and sediment to settle Easy to install Small footprint saves time and money with limited disruption to your site. Seamless Minimal drop between inlet and outlet pipes makes Stormceptor ideal for retrofits and new development projects. Flexible Multiple inlets can connect to a single unit. Can be used as a bend structure. Stormceptor 27 PIPE 2012
Removing more pollutants Stormceptor removes more pollutants from stormwater than any other separator Maintains continuous positive treatment of total suspended solids (TSS) regardless of flow rate Designed to remove a wide range of particle sizes (from 20 to 2,000 microns), as well as free oils, heavy metals, and nutrients that attach to fine sediment Can be designed to remove a specific particle size distribution (PSD) A calm treatment environment Stormceptor slows incoming stormwater to create a non-turbulent treatment environment, allowing free oils and debris to rise, and sediment to settle Patented scour prevention technology ensures pollutants are captured and contained during all rainfall events, even extreme storms PCSWMM for Stormceptor - Leading the Industry The most accurate, easy to use design tool available. This continuous simulation modeling software combines up-to-date local rainfall data from hundreds of stations across North America with a selection of particle sizes to design the best system for your site Developed with Computational Hydraulics International (CHI), internationally acclaimed expert Dr. Bill James, and Imbrium Systems Proven Performance Recent tests conducted for the New Jersey Department of Environmental Protection (NJDEP) found Stormceptor has the highest TSS removal rate of seven stormwater treatment technologies tested During NJDEP s rigorous testing, Stormceptor did not scour with the unit loaded to design capacity Stormceptor s performance is backed by Canada s stringent Environmental Technology Verification (ETV) Program With over 20,000 units operating worldwide, Stormceptor performs and protects every day, in every storm. Model Notes: 1. All models (except STC-300) include 1-300mm manhole barrel and 1-100mm collar. Extra material to suit final grade available at extra cost - see page 17. 2. Call for sizing assistance. We will need to know the drainage area, imperviousness (or runoff coefficient), flow control, and required treatment level. 3. Please call for pricing. Total Weight (kg) Heaviest Piece (kg) Typical Depth from Bottom to Outlet Invert (mm) STC-300 4090 1900 1443 STC-750 12445 6800 1870 STC-1000 14210 6800 2160 STC-1500 16680 6935 3050 STC-2000 22070 8440 2764 STC-3000 28545 8440 3678 STC-4000 39605 9250 3375 STC-5000 43855 9250 3985 STC-6000 48105 9250 4595 STC-9000 81000 9250 3375 STC-10000 88000 9250 3985 STC-14000 92000 9250 4595 PIPE 2012 28
STC-300 Can be used as a catchbasin (inlet) or a manhole (inline), or both. 29 PIPE 2012
STC 750 through 1500 STANDARD DIMENSIONS (mm) Model A B C D Weight of Heaviest Piece (kg) STC 750 0 1565 875 1870 6615 STC 1000 635 1220 1220 2160 6615 STC 1500 1525 1220 1220 3050 6835 Notes: 1. For shallow installation requirements, please call for assistance with alternate material configurations. PIPE 2012 30
STC-2000 through 6000 SECTION VIEW For plan view, see STC750-1500, previous page STANDARD DIMENSIONS (mm) Model Treatment Chamber Diameter Orifice Diameter A B C D Weight of Heaviest Piece (kg) STC 2000 2440 200 1829 0 0 2764 8440 STC 3000 2440 200 1829 914 0 3678 8440 STC 4000 3048 250 1220 1220 0 3375 9250 STC 5000 3048 250 1200 1220 610 3985 9250 STC 6000 3048 300 1220 1220 1220 4595 9250 Notes: 1. For shallow installation requirements, please call for assistance with alternate material configurations. 31 PIPE 2012
STC-9000 through 14000 PIPE 2012 32
NEW STORMWATER TREATMENT TECHNOLOGIES Extended Oil Storage (EOS) hydrocarbon spill protection in dry and wet weather The EOS model features increased storage for safe containment compared to standard Stormceptor models Creates a non-turbulent treatment environment, allowing oil to rise and sediment to settle Patented scour prevention technology ensures captured oil and sediment remain in unit for secure storage and easy removal Renowned Stormceptor protection from pollutants carried in stormwater runoff One system for your large stormwater capacity needs The StormceptorMAX responds to the needs of large-scale industrial and residential areas which may require a single stormwater management device. It provides stormwater quality treatment for large drainage areas and industrial spill volume capture of 15,000+ gallons. It is modular and expandable depending on the site size and water quality objectives. For more information on these new Stormceptor technologies, call us, or visit www.stormceptor.com 33 PIPE 2012
MISCELLANEOUS MATERIAL Concrete, Cement Products & Gaskets & Lube Lifting Clutches Other Description Concrete Hydrant Pad Type HS (formerly Type 50) Cement 40kg bag Patching Cement Compound 40kg bag 1200 Dia. Manhole Barrel Gaskets Kent Seal 25mm Thick Mastic Coil Gasket Gasket Lubricant 3.5kg pail Subaqueous Gasket Lubricant (underwater use) 3.5kg pail 2 Ton 3-5 Ton 8-10 Ton 20 Ton Safety Platforms for manholes Hatches Keep your sediment sedentary. Stormceptor prevents scour during extreme rainfall events. zz z z zzzzz To learn more about Stormceptor, the importance of particle size distribution, and the role of oil/grit separators in your stormwater management projects, visit www.lafargenorthamerica.com/pipe. PIPE 2012 34
CONCRETE PIPE HANDLING & INSTALLATION PROCEDURES Although each shipment of pipe is blocked and tied down by the hauler, inspect each pipe shipment upon arrival before unloading. Set aside damaged pipe and notify the pipe plant so that repair or replacement can be arranged. Damaged ends, chips or cracks that do not pass through the wall can usually be repaired. Provide padding between the pipe and lifting device to avoid damage during offloading. Stockpile pipe with all the bells arranged at the same end. If stacking pipe, each row should be arranged in the opposite direction with the spigot end protruding to keep the bells from resting on them. Ensure that the bottom row of stockpiled pipe is securely blocked at each end. All flexible gasket materials, including joint lubricating compounds, should be stored in a cool dry place. Rubber gaskets and preformed bulk mastics should be kept clean, away from oil, grease, excessive heat and out of the sun. Gaskets are made so that a precise volume of rubber is used from each joint, to provide a long lasting, tight and flexible joint. O-ring gaskets for ASTM C76 & C361 pipe require a lubricant for proper installation. See Gasket Installation on the following page for gasket and lubrication procedures. Do NOT transport pipe over uneven ground using lift anchors this dynamic loading may cause damage to the lift anchor and concrete. Care must be taken not to tamper with lift pins. Tampering would include heating, hammering, welding, or side loading the pins or anything else that could damage the pin or concrete. Keep the trench clean and dewatered with a firm bottom free of mud, taking care to prevent foreign material from entering the joint or pipe. Before the pipe is installed a bell hole must be dug in the bedding to accommodate the bell. Failure to do this can cause beam breaks or cracks in the barrel of the pipe. During insertion of the spigot into the bell, before the pipe is homed, the pipe should be partially supported to minimize lateral pressure on the gasket and to maintain concentricity until the gasket is properly positioned. Once the bell and spigot have been carefully aligned, the pipe must be homed with a direct thrust and not moved from side to side as it enters the bell. Proper homing can be achieved as shown or with blocks and lever bars, or mechanical come-alongs suitably braced to ensure even entry into the bell. Back hoes and tractors are NOT recommended for this purpose. If the bell and spigot are not carefully aligned, the gasket will be displaced causing a leak or splitting of the bell. Length of Chain (mm) A 1440 B 400 C 1040 D 1940 Pipe Laying Sling 35 PIPE 2012 Material Handling
INSTALLATION PROCEDURES Transporting, Lowering and Placing Pipe in Trench Pipe is laid into position using the Pipe Laying Sling in its symmetrical mode. They are lowered into the trench close to the previous pipe laid. The pipe may be prevented from rolling laterally by partial backfilling. Joining Pipe The long leg of the Pipe Laying Sling is attached to the farthest anchor on the previously laid pipe. The free leg is attached - out of the way on the clevis link provided. Locate the center of lift over the closest anchor of the previously laid pipe. This will properly align the direction of pull. The pipe is pulled into position by slowly raising the boom on the crane or backhoe without moving the boom forward or backward. Releasing the Load When the pipe has been pulled into position, the load is released and the Pipe Laying System is moved to the next pipe, and the process is repeated. Warning: Anchors can become overloaded and fail if the crane or backhoe continues to apply load after the connection has been completed. When handling precast concrete elements, extreme care should be taken to ensure that impact or dynamic loads are kept to a minimum. Impact or dynamic loads can greatly increase the applied load to the anchors. Failure to observe the above warnings may lead to property damage, personnel injury and death. PIPE 2012 36
Self-Lube Gasket 450-1200mm Pipe 1950mm Pipe GASKET INSTALLATION - PIPE Gasket Installation Wedge Gasket 2100-3000mm Pipe O-Ring Gasket 300-375mm Pipe C361 Pipe Spigot Gasket Spigot Gasket Gasket Spigot Carefully clean all dirt and foreign substances from the jointing surface of the bell or groove end of pipe. Carefully clean all dirt and foreign substances from the jointing surface of the bell or groove end of pipe. Lubricate bell jointing surface liberally. Use a brush, cloth, sponge or gloves to cover entire inside surface. Only approved lubricant should be used. Carefully clean spigot or tongue end of pipe, including the gasket recess. Carefully clean spigot or tongue end of pipe, including the gasket recess. Lubricate the spigot or tongue end of pipe, especially the gasket recess. Lubricate the gasket thoroughly before it is placed on the spigot or tongue. Fit the gasket carefully. Equalize the rubber gasket stretch by running a smooth, round object, inserted between gasket and spigot, around the entire circumference several times. Align bell and spigot of pipes to be jointed. Before homing the joint, check that the gasket is in contact with the entry taper around the entire circumference. Make sure pipe is aligned. Align bell and spigot of pipes to be jointed. Before homing the joint, check that the gasket is in contact with the entry taper around the entire circumference. Make sure pipe is aligned. 37 PIPE 2012
BOX CULVERT HANDLING How to Handle and Set Concrete Box Sections As with lifting any concrete element, special care should be taken by the driver of the placement vehicle to ensure that the impact or dynamic loads are reduced to a minimum. Impact of dynamic loads can greatly overload the anchors and cause failure. Load must be applied to all anchors simultaneously. Direction of Lift Vertical Spreader Bar Direction This Box Section Does Not Move This Box Section Does Not Move of Box Section Movement Correct Method for Pulling Box Sections Together To pull the box section into position, the long leg of the lift sling is coupled to the previously placed box section. The free short leg is hung into the hook provided for this purpose. Ensure that the top guide pulley of the crane is over the outer lifting anchor of the previously placed box section so that the direction of pull is slightly inclined towards the placed box section. Warning: The anchors can be overloaded and fail if the crane continues to pull on the sling after the connection is complete. Direction of Lift Vertical Spreader Bar PIPE 2012 38
CATCHBASIN AND MANHOLE HANDLING Lifting Eye Installation Extended Lip Direction of Lift Note: Direction of extended lip should be in the direction of the lift. How to Use the Universal Lifting Eye Side View Spreader Bar Side View Side View A = Minimum Edge Distance Two typical each side Top View Top View Lift Anchors Note: Load must be applied simultaneous to all Swift Lift Anchors in order to safely lift product. 39 PIPE 2012
CATCHBASIN AND MANHOLE HANDLING Typical Applications Base/Extension Strip Lift Set Base/Slab/Lid/ Roof Strip Handle Set Base/Extension/ Roof Strip Handle Set PIPE 2012 40