Concrete Pipe Southern Alberta Product Guide

Transcription

1 Concrete Pipe 2012 Southern Alberta Product Guide

2 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 [email protected] Chris McQuarrie Sales Manager Pipe & Field Inquiries [email protected] Jac (Jake) Kofoed, E.I.T. Sales Engineer Manhole Inquiries [email protected] Jeana Arkes Sales Coordinator Manhole Inquiries [email protected] Jennifer Tallent Shipping Coordinator Shipping [email protected] Shane Mulligan, P.Eng Design and Marketing Engineer Stormceptor and Technical Inquiries [email protected] Andre Geurts, C.E.T. Operations Manager [email protected] Gary Twomey, E.I.T. Quality Control Engineer [email protected] Dixie Goodman Administrative Assistant Billing Inquiries [email protected] Brenda Issa Purchasing [email protected] Shelly Harwood Office Coordinator [email protected] Other Lafarge Contacts Product Line Contact Phone Aggregates Eldon Martin [email protected] Asphalt Allen Gervais [email protected] Concrete Block Fred Woodlock [email protected] Concrete Precast (Architectural & Structural) Isabel Suarez [email protected] Concrete Ready-Mix John Pistak [email protected] Construction & Paving Brent Hrycenko [email protected] Foothills Ready-Mix Tom Prince [email protected] Pro-Con Roadworks Craig Meadus [email protected]

3 INDEX Terms and Conditions Plugs, Caps and Transition Slabs Concrete Pipe Pipe... 5 Standard Installation Beddings SIDD Pipe Bends/ Flared Ends... 9 Box Sections Catch Basins Manholes Estimating Guide for 1200 Diameter Manholes Type 5A Manhole Order Form Type 1-S Manhole Order Form Type 1-S Manholes / Lift Stations Large Manholes Tee Riser Manholes Check Valve Manholes Stormceptor Miscellaneous Material Material Handling 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

4 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

5 PLUGS, CAPS AND TRANSITION SLABS Nominal Inside Diameter Dimensions (mm) End Type Wall Designation mm in Plug ID Bell OD Plug Weight Cap Weight Bell C Bell C Bell B Bell C Bell C Bell Straight Bell Straight Bell Straight Bell Straight C C 762 C 914 C Straight C Straight B Straight C Straight Straight B C B C Straight C Straight B Straight C Straight C Straight B 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

6 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 Bell C Bell C Bell B Bell C Ton Bell C Ton Ton Ton Ton Spiggot Length Bell C 686 Straight Bell C 762 Straight Bell C 914 Straight Bell C 1067 Straight Ton Straight B Ton Straight C Ton Straight C Ton Straight Ton Straight B C B C Ton Straight C Ton Straight B Ton Straight C Ton Straight C Ton Straight B 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

7 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 Bell Bell Bell Bell Bell Bell Straight Jacking Bell Straight Jacking Bell Straight Jacking Bell Straight Jacking 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 mm 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

8 PIPE CLASS ESTIMATION TABLE Pipe Diameter (mm) 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 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 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

9 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 # % 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

10 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 Bell Straight Straight Straight Straight Straight Straight Nominal Inside Diameter Weight mm in kg/m kg/piece Nominal Inside Diameter Weight mm in kg/m kg/piece Notes: 1. Cover range is to the TOP OF PIPE and is based on achieving a Type 2 Standard Installation as per ASTM C see page 7 for details. 2. Pipe designed in accordance with ASCE 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

11 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 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 mm. 4. Above radii and angles based on standard pipe wall shown on page All bends are manufactured to a lay length of 2.44m, with the exception of 3000mm nominal diameter (2.10m). 9 PIPE 2012

12 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 $ $1, $1, $1, $1, $2, $3, $3, $4, $5, PIPE

13 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 x x x x x x 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

14 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

15 1200 X m Long 1200 X m Long 1800 X m Long 2400 X m Long 2400 X m Long 2440 X m Long 3000 x m 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 Plug / Cap, Each 5810 Bend, Each Sloped Inlet/Outlet, Each 9630 Culvert, Price Per Metre Plug / Cap, Each 7310 Bend, Each Sloped Inlet/Outlet, Each Ton 4 Ton 8 Ton 8 Ton 8 Ton 8 Ton 8 Ton Notes: 1. Prices are based on standard applications designed to ASCE 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 x1800 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

16 CATCH BASIN COMPONENTS PIPE

17 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 " CB Barell with Weeper Holes 914 ID x 1067 High (36"x42") With Weeper Holes " CB Barrel 914 ID x 914 High (36"x36") " CB Barrel 914 ID x 762 High (36" x 30") " CB Barrel 914 ID x 610 High (36" x 24") " CB Barrel 914 ID x 457 High (36" x 18") " 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 Catchbasins Notes: All Taxes & Freight Charges Extra 1. Concrete catch basin products manufactured to ASTM C478 / CSA A 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

18 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

19 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") mm Pre-Bench 813 High Prebenched Base with Maximum Pipe size of 200 (8") mm Pre-Bench 813 High Prebenched Base with Maximum Pipe size of 250 (10") mm Pre-Bench 813 High Prebenched Base with Maximum Pipe size of 300 (12") mm Pre-Bench 813 High Prebenched Base with Maximum Pipe size of 375 (15") mm Pre-Bench 813 High Prebenched Base with Maximum Pipe size of 450 (18") mm Pre-Bench 813 High Prebenched Base with Maximum Pipe size of 525 (21") mm Pre-Bench 914 High Prebenched Base with Maximum Pipe size of 600 (24") See note Cul-De-Sac Pre-Bench 813 High Cul-De-Sac Prebenched Base with 4 or more openings See Note Flat Mono Base 813 High Monolithic Flat Base 1900 Flat Base 1600 Square x 254 Deep Base " MH Barrel 1220 ID x 2440 High Barrel c/w 6 Steps " MH Barrel 1220 ID x 1220 High Barrel c/w 3 Steps " MH Barrel 1220 ID x 813 High Barrel c/w 2 Steps " MH Barrel 1220 ID x 406 High Barrel c/w 1 Step " 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 Dia.x 150 High 150 Frame & Cover City of Calgary Frame and Cover Dia.x 250 High 170 Frame & Cover Town and Country Style Frame and Cover 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 mm from invert to barrel shoulder except for 600mm concrete pipe mm 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 All manhole material is designed to meet City of Calgary specifications. Please advise if other requirements are necessary. PIPE

20 Depth to Lowest Invert (m) ESTIMATING GUIDE FOR 1200mm DIAMETER TYPE 5A MANHOLES Prebenched Base Manhole Barrels Top Slab Collars Frame & Cover Notes: 1. Estimating guide based on prebenched manholes - 250mm pipe size used for prices mm and 75mm Collars are not used in the above but are available for grade adjustment mm High barrels are not show above, but may be used in place of mm high barrels. PIPE

21 MANHOLE ORDER FORM FAX TO: 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

22 MANHOLE ORDER FORM FAX TO: 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): (check one) 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): (check one) 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): (check one) Skimming Comments: PIPE

23 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 High Intermediate Top Half 1010 High Flat Base Slab Skimming Manhole (Top & Bottom Half) Top & Bottom Half 2020 High High Intermediate Top Half 1010 High Flat Base Slab Skimming Manhole (Top & Bottom Half) Top & Bottom Half 2000 High High Intermediate Top Half 1000 High Flat Base Slab Skimming Manhole (Top & Bottom Half) Top & Bottom Half 2400 High High Intermediate High Intermediate Top Half 1200 High Flat Base Slab Skimming Manhole (Top & Bottom Half) Top & Bottom Half 2800 High High Intermediate High Intermediate Top Half 1400 High Flat Base Slab Skimming Manhole (Top & Bottom Half) 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

24 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 If pipe angle is greater than shown, use larger manhole. PIPE

25 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 Ton Ton m Span x 3.0m Rise Ton Ton m Span x 3.5m Rise Ton Ton m Span x 4.0m Rise Ton Ton m Span x 3.5m Rise Ton Ton m Span x 4.0m Rise Ton Ton m Span x 4.0m Rise Ton 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

26 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 High Barrel Top Slab / Base Slab 4 Ton Large Diameter Manholes 1800 Dia Dia 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 Dia 2100 High Barrel Top Slab / Base Slab 20 Ton x High Box Top Slab / Base Slab 4 Ton x High Box Top Slab / Base Slab 4 Ton Concrete Boxes 1800x x x 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 x High Box Top Slab / Base Slab 8 Ton x High Box Top Slab / Base Slab 8 Ton 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

27 TEE RISER MANHOLES Dimensions (mm) Weight Diameter Length Height (kg/piece) PIPE 2012

28 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) dia. Monolithic base dia. Monolithic base m Type 1-S m Type 1-S m Type 1-S Item SAMPLING CHAMBER BASE / TOP SLABS Weight (kg/piece) 840mm square base for 600mm Sampling Chamber mm Round base for 900mm Sampling Chamber mm Top Slab for 900mm Sampling Chamber 650 PIPE

29 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

30 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 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 STC STC STC STC STC STC STC STC STC STC STC PIPE

31 STC-300 Can be used as a catchbasin (inlet) or a manhole (inline), or both. 29 PIPE 2012

32 STC 750 through 1500 STANDARD DIMENSIONS (mm) Model A B C D Weight of Heaviest Piece (kg) STC STC STC Notes: 1. For shallow installation requirements, please call for assistance with alternate material configurations. PIPE

33 STC-2000 through 6000 SECTION VIEW For plan view, see STC , previous page STANDARD DIMENSIONS (mm) Model Treatment Chamber Diameter Orifice Diameter A B C D Weight of Heaviest Piece (kg) STC STC STC STC STC Notes: 1. For shallow installation requirements, please call for assistance with alternate material configurations. 31 PIPE 2012

34 STC-9000 through PIPE

35 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 33 PIPE 2012

36 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 PIPE

37 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

38 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

39 Self-Lube Gasket mm Pipe 1950mm Pipe GASKET INSTALLATION - PIPE Gasket Installation Wedge Gasket mm Pipe O-Ring Gasket mm 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

40 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

41 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

42 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