SOUTHERN ALBERTA CONCRETE PIPE. & Precast Drainage Systems 2015. Building better cities

SOUTHERN ALBERTA CONCRETE PIPE & Precast Drainage Systems 05 Building better cities

CONCRETE PIPE & Precast Drainage Systems 05 Lafarge Pipe Contacts General Manager Tina Larson, P.Eng. 09950 tina.larson@lafarge.com Sales Manager Pipe/Culvert Sales Inquires Brent Matheson, P.Eng. 09950 brent.matheson@lafarge.com Sales Coordinator Manhole/ Sales Inq. Tanner Wilson 0996 tanner.wilson@lafarge.com Shipping Coordinator Shipping Inquiries Michelle Martin 09950 michelle.martin@lafarge.com Design & Marketing Engineer Engineering Inquiries Behzad (Ben) Bayat 0995 behzad.bayat@lafarge.com Operations Manager Field Inquiries Brian Ensign 099505 brian.ensign@lafarge.com Receptionist General Inquiries 099500 Lafarge Pipe designs manufactures a wide range of precast underground infrastructure components, including; Concrete Pipe, Box Culvert, Manhole, Catch Basin Stormwater treatment systems such as Jellyfish. Lafarge Pipe is based in Western Canada, with offices in Calgary, Edmonton Winnipeg. Lafarge pipe has two plants in Calgary. One plant is dedicated to drycast products including reinforced concrete pipe, box culvert manhole barrel. Plant is for wetcast products such as 5A manhole base, big box, slab other specialized products. PHONE: (0) 99500 FAX: (0) 55677

Index TERMS & CONDITIONS 05 Featured Products PIPE Advantages of Concrete Pipe Concrete Pipe Dimensions 6 Concrete Pipe Pricing 7 Concrete Pipe Class Estimation Table 8 Stard Installation Beddings 9 SIDD & Low Head Pressure Pipe 0 Jacking Microtunneling Pipe Curved Alignment/Pipe Bends Flared Ends/Plugs, Caps Transistion Slabs Tee Riser @Source_Energy Concrete Pipe 5 BOX CULVERT 6 LARGE MANOLE/LIFT STATION 5 CHECK VALVE MANHOLE/MISC. 6 BIG BOX MANHOLE 7 Big Box Manhole Dimensions 7 STORMCEPTOR/JELLYFISH 8 8 Jellyfish INDUSTRIAL SOLUTION HANDLING & INSTALLATION 5 Concrete Box Dimensions 6 Concrete Box Pricing 7 CATCH BASIN 8 Catch Basin Components 8 Catch Basin Materials & Pricing 9 5A & S MANHOLE 0 5A Manhole Components 0 5A Manhole Pricing S Manhole / Lift Station Dimension S Mahole Pipe Angle Entry Mahole Order Form PHONE: (0) 99500 FAX: (0) 55677

TERMS & CONDITIONS. All concrete products in this catalogue are manufactured using sulphate resistant cement CSA A000 Type HS.. Restocking/Cancelled order fee for undamaged stock material will be 5%.. Restocking/Cancelled order fee for damaged or unrepairable products may be up to 00%.. Restocking/Cancelled order fee for custom produced material may be up to 00%. 5. Prices effective January 05, subject to change. 6. Acceptance of terms: The purchaser agrees that the prices levied by Lafarge Canada Inc. for product/services take into consideration are predicted on the purchaser assuming releasing Lafarge Canada Inc. of certain liabilities responsibilities by requesting product/services of Lafarge Canada Inc., the purchaser voluntarily elects to enter into this agreement to be bound by all terms conditions hereof rather than negotiate a different agreement which would execute the exculpatory indemnification, hold harmless other provisions herein wherein, such negotiated agreement would among other things involve substantially higher prices /or require provisions of adequate insurance by for the expense of the purchaser to protect Lafarge Canada Inc. against the liabilities responsibilities assumed by the purchaser herein. 7. Lafarge Canada Inc. 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. 8. Orders will be accepted for reasonable color uniformity finish of material. However, Lafarge Canada Inc. does not accept responsibility for exact shade duplication or finish. 9. Any production delivery commitments made by Lafarge Canada Inc. are subject to the receipt by Lafarge Canada Inc. of all necessary information, details, final approved drawings within the time specified. 0. Material will be delivered in full truckload quantities as close to the job site as trucks of Lafarge Canada Inc. can reasonably proceed under their own power. Unloading time in excess of 0 minutes will be charged by Lafarge Canada Inc. to the purchaser at prevailing rates.. The purchaser shall inspect all material at the time of delivery mark any damage or shortage on the delivery ticket. The use or installation of material or the failure to notify Lafarge Canada Inc. of any defect within seven days after delivery will be deemed unconditional acceptance of the material all obligations of Lafarge Canada Inc. with respect to such material shall thereupon terminate the obligation of Lafarge Canada Inc. under this warranty is expressly limited to repairing or replacing defective material 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.. Lafarge Canada Inc. 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 Canada Inc. has been given.. All Clutches are considered as final sale not returnable.. The purchaser shall assume responsibility for any dirt left on the street by Lafarge Canada Inc. s trucks as a result of conditions at the place of delivery. 5. Terms of payment: Terms of payment rendered by Lafarge Canada Inc. are net cash within thirty (0) days from the date of invoice issuance, in Canadian dollars in accordance with any payment instructions written on the invoice. If any invoice is not paid by the end of the said thirty (0) days, interest at the rate of two percent (%) per month (6.8% per annum) shall be charged on all outsting amounts. For unpaid amounts collected through legal proceedings or by a collection agency, the purchaser shall pay attorney agency fees reasonable costs thereof incurred by Lafarge Canada Inc. in addition to the amount of the invoice any accrued interest. PHONE: (0) 99500 FAX: (0) 55677

STORMWATER STORAGE Detention Retention Tank 05 FEATURED PRODUCTS > STORMWATER STORAGE: Concrete box sections offer a high quality, structurally superior alternative for underground above ground stormwater storage for every day or Low Impact Development projects. With an estimated life span of over 00 years, concrete box sections are the dependable choice for conveying storing stormwater. > Connection design > Installation > Manhole access to surface > DETENTION AND RETENTION TANK: Detention tanks are designed to collect stormwater run off for a period of time slowly release the run off into the public stormwater system. Retention tanks retain the run off for onsite use, the overflow is directed to the public stormwater system. Contact us for design, available sizes pricing. Internal Drain Stormwater Detention Tank Flow Regulator SCHEMATIC DIAGRAM OF A DETENTION TANK Public Drain Notes:. Manufacture of box sections includes supply of concrete product only. RubRNek 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 site be taken into consideration, as hydraulic gradients may impact sealant performance.. Storage design can be achieved using any box sizes offered in our catalogue.. Contact Lafarge for design inquiries. PHONE: (0) 99500 FAX: (0) 55677

Advantages of Concrete Pipe ASTM CSA DESIGNED IN ACCORDANCE Compressive Strength of Concrete vs Age at Lafarge Pipe (0) Compressive Strength of Concrete (MPa) Certified through the Prequalification Plant Program (PPP) Compressive Strength (MPa) Compressive Strength of Concrete vs. Age at Lafarge Pipe (0) 80 70 60 50 0 0 0 0 0 80 70 50 0 0 0 0 PHONE: (0) 99500 FAX: (0) 55677 7 7 Age (Day) 8 8 (Day) Typically designed for Age compressive strength of 5MPa, however it normally achieves 5070 MPa at 8 days Engineered for variety of sizes & applications DESIGN STRENGTH 0 Perfectly connected to other concrete structures like manholes, vaults, boxes, etc. PROVIDED STRENGTH IN 0 60

ASCE TO STANDARDS AND GUIDELINES Overfill Soil Engineered Backfill Typical Concrete Pipe Installation Typical Flexible Pipe Installation Required Granular Backfill Required Granular Backfill Reduces the engineered fill amount construction work Successfully used for over 00 years. Soil RCP 00% 90% 80% 70% 60% 50% 0% 0% 0% HDPE Soil 0% 0% Concrete Pipe Pipe Strength Soil Strength Concrete Pipe 90% 0% HDPEPipe 5% 95% Provides 90% of overall strength, where flexible pipe typically provides 5% of overall strength mainly relies on back fill material compaction* Ref: American Concrete Pipe Association (ACPA)

CONCRETE PIPE DIMENSIONS CONCRETE PIPE DIMENSIONS!"#$%&' ()%*$+, 6$7.$% Nominal $&#,.,/ Inside ( 0,$;. $#,%*$"%* (>##@ 0 &''( $, ( 8'9.:;,* Lifting Diameter ( Weight Dimensions (mm),*$%&.$"% Wall.5', Pipe <,=9$/,+ Clutches 0 &''( E"$%. ( ## $% Designation Style Required AB$,:, AB# $, () $, (C D,'' (C >?"%@?;$:A%,** mm in (Ton) kg/piece kg/m Pipe ID Pipe OD Bell OD Wall 6,%.; Spigot Thickness Length!"" #$ % &'(( )$) $#)!") **) )"+," )"!,) 00 #) % C &'(( Bell,"" 55 $+, 5!+# 5 )!! 5 #" 508, 70! 9 *)" 75 #+ 5 & C &'(( Bell,)" 700!", 87 *), 8 ).! 5, 60 ## * 76. 9 )$) 50 $# 8 % B &'(( Bell ##$) 750 *# 07 )!! 57, 59 ## +" 7 +. 6,, 9 55 "" $* C % Bell &'(( $ 5 #!,) 6 )* 5 #" 7 +"" 806."$ 89.) 98, 600 C Bell 75 56 60 800 90 95 98 &'(( #)", ++. #"" #"$ +$,) $, % $ + Bell 650 676 889 006 0 675 7 C /050 #))"!) 686 +." +." #"$ 0 $* Straight 550 65 890 0 &'(( $ #.)",...,+ #".. #"+ +.,)"!" % Bell 750 0 C 950 799,$ /050 * $+,) ##,+ 978 099 08 Straight 76 #"+) #"+) #$ 0 +$ 875 78 085 6 &'(( $$) #", ##) #!"$ #$# #".""! % Bell * 65 076.#* 56 0 900 6 C /050 $,,) ##!, 9 ##++ ##++ #!, 0 *. Straight 775 7 88 7 &'((!$,) #!*$ #!!* #*# #!! #"# #")" *$ % Bell * 75 #", 6 050 C /050 *)$) #+)) 067 #**$ #**$ #+, 08.$ Straight 55 855 87 &!!"" #!)$ #*,! #*,! #$, #$"" *+ /050 * 00 8 B 00 5 #$#. 7 7 #"$ % C Straight!+$) #)+ 9 #) ## #) ## #* 0 85 568 5 6 #!)" )* & /050 * *")" #" #!,$ #)$ #)$ #*" #$, 50 #)"" 5 " B % Straight /050 * 050 )),) 660 $$+) 7 #)$* 65 #+ #+ 0 #,# 7 #$, 500 60 C Straight 5575 85 5 866 7 7 & )+)" $!.+ $"" $"" #) #)" 650 66 B /050 * 5850 98 #, 006 C Straight 676 65 #$, % ),) $.) $"** $"** #+* 6575 695 0 8 7 & +)" $+", $#+) $#+) #,+ #+"",$ 800 7 B /050 + 6850 807 #+$. 85 78 #$, % C Straight 8,$)!#$) 89 $$$! $$$! #., 7 765 5 97 #.)",+ % /050 + ++""!", #.+# $*"# $*"# $#" #*" 950 78 C Straight 8 8800 607 98 0 0 0 $#"" +* & /050 +.#""!,!" $#!* $)*" $)*" $"! #*! 00 8 B Straight 8 900 70 50 0 $*"". % /050 + #$,,) )$! $*!+ $.!* $.!* $*+ #$, 00 96 C Straight 8 775 56 8 9 8 7 $,"" #"+ % /050 $" #)+"" *,) $,*!!$+.!$+. $,! #$, 700 08 C Straight 0 5800 675 7 89 7 7!""" #$" & /050 $" #)!)" $.#!"*+!"!" $,. #)$ 000 0 B Straight 0 550 69 08 606 79 5 Notes: Notes:.. Dimensions subject to to changes. changes... Other wall designations for for select pipe pipe sizes sizes available. available. Please Please call for call additional for additional information. information. BELL LENGTH WALL THICKNESS WALL THICKNESS BELL O.D. BELL THICKNESS PIPE I.D. PIPE O.D. PIPE I.D. PIPE O.D. 0 SPIGOT LENGTH 0 SPIGOT LENGTH a) Bell Type Concrete Pipe b) Straight/Jacking Concrete Pipe PIPE I.D. Ranging 00mm diameter to 050 diameter 00 mm diameter larger ELEVATION VIEW OF CONCRETE PIPE 6 PHONE: (0) 99500 FAX: (0) 55677 PHONE: (0) 996 FAX: (0) 55677 All Taxes freight charges extra 6

CONCRETE PIPE PRICING ASTM C76, CSA A57. ASTM C6 PIPE Nominal Inside Diameter mm in Pipe Style Class II (50 D) Class III (65 D) Price per Metre Class IV (00D) Class V (0D) C6 D5 00 Bell $55 75 5 Bell $70 50 8 Bell $90 55 Bell $5 600 Bell $60 $69 675 7 Bell Straight Jacking $55 $5 $55 $8 750 0 Bell Straight Jacking $85 $5 $65 $0 $00 $655 $65 900 6 Bell Straight Jacking $55 $5 $80 $00 $85 $865 $70 $570 $95 $690 050 Bell Straight Jacking $555 $665 $575 $695 $,05 $650 $780 $,05 $770 $90 $,5 $970 00 8 Straight Jacking $680 $70 $,5 $860 $,55 $,00 $,60 $,80 50 5 Straight Jacking $90 $965 $,95 $,5 $,570 $,85 $,70 $,605 500 60 Straight Jacking $,00 $,5 $,550 $,50 $,785 $,575 $,05 $,980 650 66 Straight Jacking $,50 $,50 $,800 $,570 $,05 $,860 $,00 Call for Price 800 7 Straight Jacking $,0 $,65 $,095 $,870 $,5 $,55 $,60 Call for Price 950 78 Straight Jacking $,995 $,75 $,60 $,75 $,780 $,975 $,0 Call for Price 00 8 Straight Jacking $,70 $,65 $,90 $,555 $,90 $,5 $,80 Call for Price 00 96 Straight Jacking $,65 $,5 $,50 $,5 $,70 $,865 $,870 Call for Price 700 08 Straight Jacking $,690 $,955 $,90 $,70 $5,65 $,90 $5,765 Call for Price 000 0 Straight Jacking $,805 $5,80 $7,500 $6,75 $7,985 $6,670 $8,50 Call for Price Notes:. Prices include lube (as required) isoprene gaskets. Nitrile (fuel resistant) gaskets are available an additional cost.. Lay length for stard pipe is.m, with the exception of 000mm nominal diameter pipe (.0m). Beveled pipe available (maximum.5mm (/ ) bevel) at 5% extra. Contact us for addition information limitations.. Jacking pipe is straight wall pipe with a 00mm wide steel b around the bell for additional push force resistance. mm chipboard cushion, typical, to be supplied installed by contractor. 5. Microtunnelling pipe available. Please call for details. 6. Stard Installation Direct Design pipe (SIDD, ASTM C7) available in sizes shown above. See page 0 for additional information. PHONE: (0) 99500 FAX: (0) 55677 7

CONCRETE CONCRETE PIPE CLASS PIPE CLASS ESTIMATION ESTIMATION TABLE TABLE Pipe Diameter Pipe Installation Diameter Installation Maximum Depth Maximum to Invert Depth (m) to for: Invert (m) Pipe for: Diameter Pipe Installation Diameter (mm) (mm) Type Class TypeII Class III II Class IV III Class VIV Class (mm) V (mm) Type 00 00.9 0.5 8. 5..9 0.5 50 8. 5. 50 Installation Maximum Depth Maximum to Invert Depth (m) for: to Invert (m) for: Class Type II Class Class III II Class Class IV III Class Class V IV Class V 6..7.7 8.6. 5.9.7.8.7.5.0 8. 8.75.9 7..8 5..5 6.7.0.9 8.7 9.67. 7.5. 6.7.9 9.6 7. 75 75 5. 0.8 8.5 5.7 5. 0.8 500 8.5 5.7 500 6.5.8.8 8.6.5 6.0.8.9.8.6. 8. 8.86.0 7..9 5.5.6 6.5..0 8.8 9.67. 7.5.5 6.5.0 9.6 7. 50 50 5.7.0 8.7 5.9 5.7.0 650 8.7 5.9 650 6.6.9.8 8.6.6 6..9 5.0.8.7. 8. 8.96. 7.5.0 5.6.7 6.5.. 8.9 9.7. 7.5.6 6.5. 9.7 7.5 55 55 5.9. 8.9 6. 5.9. 800 8.9 6. 800 6.6.9.9 8.6.6 6..9 5.0.9.7. 8. 9.06. 7.5.0 5.7.7 6.6.. 9.0 9.87. 7.65.7 6.6. 9.8 7.6 600 600.6 8. 6.5.5 6.0.6. 8. 9.0 6.5 6..5 6.0. 950 9.0 6. 950 6.7 5..0 8.6.7 6.5. 5..0.9. 8. 9.6. 7.5. 5.8.9 6.7.. 9. 0.0 7.5 7.85.8 6.7. 0.0 7.8 675 675.6 8. 6.6.6 6..6. 8. 9. 6.6 6.5.6 6.. 00 9. 6.5 00 6.8 5..0 8.56.8 6.55. 5..0. 8.5 9.6.5 7.65. 6.0 6.8.. 9. 0. 7.6 7.96.0 6.8. 0. 7.9 750 750.6 8. 6.6.6 6..6. 8. 9. 6.6 6.5.6 6.. 00 9. 6.5 00 7.0 5. 8.77.0 6.75. 5.5.5 8.7 9.56.7 7.85.5 6. 6.9.5.7 9.5 0. 7.8 8.6. 6.9.7 0. 8. 900 900 7.8 5.5...7 7.8 8. 5.5 6.7..9. 6..7. 8. 9. 6.7 6.7.9 6.. 700 9. 6.7 700 7. 5.6 8.97. 6.95.6 5.7.7 8.9 9.86.9 8.5.7 6. 7.0.7.0 9.8 0.6 8. 8.6. 7.0.0 0.6 8. 050 050 6...5 7.9 6. 5.7..5.5..8 7.9 8.5 5.7 6.8.5 5.0. 6..8.6 8.5 9. 6.8 6.9 5.0 6..6 000 9. 6.9 000 7. 5.8 9.7. 7.5.8 5.9.9. 0.0 7. 8.5.9 6.7 7..9. 0.0 0.8. 8.6.7 7.. 0.8 8.6 00 00 6..6.6 8.0 6. 5.8.6.7.6..9 8.0 8.6 5.8 7.0.7 5.. 6..9.8 8.6 9.5 7.0 7.0 5. 6..8 9.5 7.0 Notes: Notes:. Above tables. are Above based tables on recommended are based on loadings recommended calculations loadings for calculations the Stard for Practice the Stard for the Practice Design for the Installation Design of Rigid Installation Gravity of Rigid Gravity Sewer Pipe in the Sewer City of Pipe Calgary. in the City This of table Calgary. is provided This table for convenience, is provided for but convenience, is not intended but to is replace not intended proper to engineering replace proper design. engineering design.. Minimum cover. Minimum over crown: cover Type over Installation: crown: Type 0.6m Installation: /Type Installation: 0.6m /Type 0.8m Installation: /Type Installation: 0.8m /Type.m Installation: /Type Installation:.m /Type.m Installation:.m. For installation. depths For installation not shown depths in the not table, shown or for in other table, conditions or for other not matching conditions above, not matching please contact above, your please local contact Lafarge your representative local Lafarge for representative for design assistance. design The pipe assistance. will be The designed pipe will for the be designed required depth, for the using required stard depth, installation using stard beddings. installation beddings.. Type installations. Type require installations prior approval require from prior the approval City of Calgary from the for City Calgary of Calgary based for projects. Calgary based projects. 5. Type installations 5. Type require installations greater soil require stiffness greater from soil the stiffness surrounding from the soils surrounding than Type, soils than Type installations., Proper installations. field verification Proper field of soil verification of soil properties compaction properties levels compaction must be performed levels must to be ensure performed compliance to ensure with compliance the design requirements. with the design requirements. 8 PHONE: (0) 99500 FAX: (0) 55677

STANDARD INSTALLATION BEDDINGS Pipe design in the City of Calgary most major municipalities are based on Stard Installation Beddings, which outline four stard installation types. Type installations represent the most compact soil material, while Type installations represent poor soil material. Type installations are generally considered the most common method. A generalized depiction of a stard installation for concrete pipe is presented below. Stard Trench Installation (Ref: ACPA) Soil Classifications Overfill or Backfill Category I, II, III Soil Description USCS Soil Types See Note D o H D o (Min.) Gravelly S (Category I) Sy Silt (Category II) Silty Clay (Category III) SW, SP, GW, GP GM, SM, ML Also GC, SC with less than 0% assing #00 Sieve CL, MH, GC, SC, CH Haunch D i Lower Side Bedding Outer bedding material compaction each side, same requirements as haunch D o / Foundation Middle Bedding loosely placed uncompacted bedding except for Type Note : Clearance between pipe trench wall shall be adequate to enable specific compaction, but not less than D o /6. Installation Type Bedding Thickness Haunch Outer Bedding Lower Side Type Type Type Type D 0 / minimum; not less than in. If rock foundation, use D 0 / minimum; not less than 6 in. D 0 / minimum; not less than In. If rock foundation, use D 0 / minimum; not less than 6 In. D 0 / minimum; not less than In. If rock foundation, use D 0 / minimum; not less than 6 In. No bedding required, except if rock foundation, use D 0 / minimum; not less than 6 in. 95% Category I Undisturbed natural soil with firmness equivalent to the following placed soils: 90% Category I, 95% Category II, or 00% Category III, or embankment to use the same materials 90% Category I or 95% Category II 85% Category I, 90% Category II, or 95% Category III No compaction required, except if Category III, use 85% Category III Undisturbed natural soil with firmness equivalent to the following placed soils: 85% Category I, 90% Category II, or 95% Category III, or embankment to the same requirements. Undisturbed natural soil with firmness equivalent to the following placed soils: 85% Category I, 90% Category II, or 95% Category III, or embankment to the same requirements. No compaction required, except if Category III, use 85% Category III PHONE: (0) 99500 FAX: (0) 55677 9

STANDARD INSTALLATION DIRECT DESIGN (SIDD) & LOW HEAD PRESSURE CONCRETE PIPE > SIDD PIPE: SIDD concrete pipe, considers soil pipe interaction system more robust engineering design versus that offered by ASTM C76. SIDD design is an alternative design option for all pipe 050mm nominal diameter larger by the City of Calgary s Stard 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, measurable requirements that more accurately assess longterm performance of the system. Versatile The designer can choose between installation types to suit specific site conditions budgetary constraints. The four stard installations can be used to optimize the total installed cost by evaluation of the relative pipe cost backfill material supply compaction cost. Quantifiable Definite measurable levels of acceptance are prescribed, which provides better direction for the designer contractor. ASCE 5_98 ASTM C 7 ASTM C 9 Nominal Inside Diameter mm in 050 (Bell) 050 00 8 50 5 500 60 650 66 Nominal Inside Diameter mm in 800 7 950 78 00 8 00 96 700 08 000 0 Item Stard Classified Pipe SIDD Pipe Design approach Indirect method Uses bedding factors Ignores the lateral soil support for trench conditions Direct method based on the FEM method Uses the Heger pressure distributions Considers lateral soil support for both trench embankment conditions Factor of safety Single factor of safety Partial factors of safety Installation Types Types,, Types,, Cost Conservative design Cost effective design effective use of reinforcement Notes:. Pipe designed in accordance with ASCE 598 Stard Practice for Direct Design of Buried Precast Concrete Pipe using Stard Installations (SIDD).. Shop drawings available upon request.. See page pipe dimensions table for lifting clutch requirements.. All the SIDD pipes are available in straight type except 050 mm dia pipe which is available for both bell straight type. > LOW HEAD PRESSURE PIPE Low Head Pressure Pipes are manufactured in accordance to ASTM C6 shall be for hydrostatic heads of 5, 50, 75, 00, 6 ft measured to the centerline of the pipe. Where the hydrostatic head, external loadings, installation conditions vary from those given in ASTM C6, detailed design calculations shall be made. Contact your local Lafarge representative for more information engineering design. 0 PHONE: (0) 99500 FAX: (0) 55677

JACKING AND MICROTUNNELING PIPE > JACKING PIPE WITH STEEL BELL BANDS > LEGEND. Steel B. Reinforcing to Spec.. Jacking Cushion (not provided by Lafarge). Single Offset Spigot 5. Lube or Grout Port Contact your local Lafarge representative for engineering details prices. PHONE: (0) 99500 FAX: (0) 55677

CURVED ALIGNMENT / PIPE BENDS Nominal Inside Diameter (mm) Wall Designation.5mm Joint Opening Minimum Radius (m) Deflection Angle per Joint (Degrees).5mm Joint Opening.5mm Bevel Minimum Radius (m) Deflection Angle per Joint (Degrees) Weight kg/piece Pipe Bends Lay Length Price per Piece 00 C 8.6 6. $870 75 C 98. 50. $,00 50 B 6. 75. $,95 55 C 9.0 56. $,60 600 C 56 0.90 688. $,685 675 C 7 0.8 87.6 650. $,55 750 C 9 0.7 96.6 950. $,505 900 C 6 0.6. 65. $,655 050 C 6 0.5 0.07 75. $,85 00 B C 88 95 0.9 0.8 8 0.97 0.96 00 85. $6,5 50 B 0. 6 0.87 050. $7,85 500 C 57 0.9 79 0.78 5575. $9,500 650 B C 9 00 0.6 0.5 96 00 0.7 0.70 5850 6575. $0,85 800 B C 7 0. 0. 7 0.66 0.6 6850 765. $,60 950 C 69 0.0 0.60 8800. $,75 00 B 96 0.8 9 0.56 900. $5,060 00 C 566 0. 8 0.9 775. $7,0 700 C 6 0. 0. 5800. $9,70 000 B 705 0.0 5 0.0 550.0 $,870 Notes:. If the specified radius is smaller than shown, bends /or manholes will be required to meet the required radius.. Bends are custom manufactured to meet required angle.. Beveled pipe are not available in pipe sizes 00600mm nominal diameter.. Above radii angles are based on stard pipe wall dimensions shown on the Concrete Pipe Demension table. : Deflection Angle per Joint N OD Pull PHONE: (0) 99500 FAX: (0) 55677

FLARED ENDS /#$%&'( OUTFALLS DIMENSIONS & PRICING )'*(+,./#%$$+!"#$%&',$./0) 56$) Nominal Weight. Price7&/ ($&)*##+ Dia. (mm) kg/pc (Each)!"" #$" $(" 0 $(" 50 ))#" ; %&),""% $870 )'* *)" %!"( *'( % #$" % #(( %!"( %!'" % % *("!"( 86 +*" #"*( $5,95 55*"" 760 )$*( Spigot )$(( *'( 60 ((" 65 ((" )!( (!" $$( '$( )")( )*+" +'" )++( )"(" '+( '( '+( '( A!#( '#" )#( #$+" #$(" #*(" #($( Bell#"+( =, L 9'' #"*( Spigot W *"" Bell 9&6):6%)56$Bar Screen Price (Each) %&*"(% FLARED ENDS/OUTFALLS '" 685 )!( 055 )*#( 95 Weight 65 )*+" kg/pc 670 )++( 0 775 )**(, 50 665 )(#( 0 *(550 '+( +#( 965 +#( )#!( 55 )#!( 075 )$ 065 %&+*(% 600 $60 )+*( )"*+ %&#"% 5 5 9 $800 )+'" )#"" %&),"("% 855 765 067 $960 )'$" )(!(780 %&),!)(% 780 00 $,095 Dimensions (mm) #*$" )'#" %&),*'"% 95 80 55 $,70 C L 70 60 80 $,750 #+#" )'" %&#,#"(% Spigot 70 Bell Spigot Bell 50 980 $,95 #*(" #)"" %&#,'"% 550 )'(( 875 )+'" (!" 75 $$( 75)#( '$( 50 )")( #$+" 5 Price +'" 85 )"("A 05 #$(" B Each '+( 780 '+( 050#*(" $85 60 55 075 9&6):6%)56$875 '( 86 875 65065#($(650 00 '( #($( #(*" %&$,#""% )"(( 890 $,090 05 685 550 895#!$( 55 '#" 895 #( #$#( $,0 890 965 %&*"(% 0 55 80. Spigot end required for inlet, bell end for outlet. 900 865%&),"("% $,95 +#(#. >%?<:@5%7AB:6%6%=C8%AB8556A. +#( )+'" )+'" )#"". No volume discount on bar screens.050 760 $,0 )*#( )(#( 980 #"+( *)" 600 695 $,555 (("!"#$%&((" )#!( )#!( )$ %&+*(% 55 Notes:). /0%567%859:857%;8%6<5,%=5<<%567%;8%:<5. 750 080 $,055 05 *( '+( )'(( )+*( )"*+ %&#"% )"(( )**( )$(( 500 '" (!( *'( )$*( B )'* 00 %&),!#"% 05 #$" 50 (#( $,5 *"" 5*( %&),(((% #(( 55 $,75 0 $%&'( )'*(+,./#%$$+ %&#,"((%!"( 600 +(" 695 )"'" $,60 55 %&#,)(%!'" 750 "" 080)'*( $,0 05 Nominal 900 )"(" 865#+*" $,05 %&!,$#"%Dia 80 (!( (mm) ($#%8$"%8)*##+ 050 )#"" 760#+( $,560 %&!,("% 55 *(" ) = 00 00 )!(" < 975 $,0 650!**( %&(,)("% *'( / ; 9 50 :$."0 9'' :$."0 9'' 50 )("" 665!'" $5,60 685 %&(,+"(% +*" % 9 A %&'!(% ($#%8$"%8)*##+ Dimensions (mm) < :$."0 C 9'' :$."0 95 055 5 75 550 560 #+$" 875 5 75 W Bar Screen 065 $,00 600 $605 5 55 %&$,+#(% 855 5 9 765 067 $90 780 780 00 $,050 70 $,70 $,95 $765 95 50 5 95 80 55 $,5 80 65 85 05 70 60 80 $,680 )'$" )(!( 55 670 780 050 50 70 980 $,05 #*$" 00 )'#" 975 %&),*'"%$,950 650 775 875 875 650 650 00 $,890 #+#" 50)'" 665%&#,#"(% $5,50 685 665 895 895 55 560 55 $,00 #*(" 500 #)"" 980%&#,'"% $5,705% 760 55 80 95 5 &' 5 70 $,75 %&),!)(% #(*" #($( %&$,#""% Notes: #$#(. Spigot #+$"end required %&$,+#(% for inlet, bell end for outlet. #!$(. No volume discount on bar screens. ('&*+#, PROFILE 8%6<5,%=5<<%567%;8%:<5. " $ 6%=C8%AB8556A. # (#!) OR W!"#$%&'()!%')*+',)*%.,./*'%")0% P%?C85Q%;%7;;5856%567%85C@56A%C85%C?C<C=<5%;8%B6B855%005%;%C<<%AR5A,%6B<:76%0<:A,%BC0A,% A &' W% OR PROFILE D5B85CA5%E<F &*+#, B$ G6B85CA5%E<F C" L# (#!) PLAN!"#$%&'()!%')*+',)*%.,./*'%")0% C B H85C5%/8C5 L PLAN PLUGS, CAPS AND TRANSITION SLABS DGIJHKGL>%LE%EMLN A variety of different end treatments are available for concrete pipe of all sizes, including plugs, caps, transitions slab )RU LQIRUPDWLRQ UHJDUGLQJ ÀH[LELOLW\ GHVLJQ GLPHQVLRQV RU SULFLQJ SOHDVH FRQWDFW \RXU ORFDO /DIDUJH UHSUHVHQWDWLYH %567%85C@56A%C85%C?C<C=<5%;8%B6B855%005%;%C<<%AR5A,%6B<:76%0<:A,%BC0A,%C67%8C6A6A%A<C=A.% A5%E<F > PLUGS, CAPS AND TRANSITION SLABS: A variety of different endo05%hc0 treatments are available for concrete pipe of all sizes, H85C5%/8C5 including plugs, caps, transitions G6B85CA5%E<F slabs. For information regarding!" design, dimensions, or flexibility, DGIJHKGL>%LE%EMLN pricing, please contact your local Lafarge representative. Create Storage Decrease Flow O05%O<: DIRECTION OF FLOW!"#$"%& '()(*'(#"+,!""#$%&'(#%)*#+,'./0#/%,.'(#'&0,% Pipe Cap C0 Increase Flow Pipe Plug O05%O<: 0 W,KE ΈϰϬϯΉ ϮϵϮͳϵϮϯϲ Taxes freight charges extra PHONE: (0)All99500 FAX: (0) 55677 & y ΈϰϬϯ

60 C 90 6000 $,570 66 TEE RISER TEE RISERS B 075 675 C 056 7000 Nominal Inside Diameter Weight Price BWall Designation Effective 7 Height 775 kg/piece Each 7 mm in Nominal Inside Diameter Wall Designation Effective Height Weight Price 050 C C 08 7 kg/piece 700 8050 (Each) $8,95 mm in 050 B C 68 7 700 75 $8,60 00 8 $8,80 C B 599 68 75 50 $9,85 00 8 C 599 50 50 5 B 770 75 $0,05 50 5 B 770 75 $0,65 500 500 60 60 C C 90 90 6000 6000 $,570 $,05 650 650 66 66 B B 075 075 675 675 $,85 $,770 C C 056 056 7000 7000 B 7 775 $,65 800 7 B 7 775 800 7 C 08 8050 $,080 950 78 C C 08 96 95 8050 $7,070 950 00 78 8 C B 96 6 955 95 $0,970 $6,0 00 00 8 96 B C 6 99 00 955 $,955 $0,60 00 700 96 08 C C 99 65 00 $,750 $,070 000 0 B 6 5775 $7,00 700 08 C 65 $,795 000 0 B 6 5775 $6,000 $,770 $,080 78 C 96 95 $6,0 8 B 6 955 $0,60 96 C 99 00 $,070 08 C 65 $,795 0 B 6 5775 $6,000 DIAMETER EFFECTIVE HEIGHT DIAMETER PROFILE PROFILE LENGTH PLAN LENGTH PLAN For more information on concrete pipe, please For more refer information to the Lafarge on manhole Pipe emanual at www. lafargena.com/pipe catchbasin material, please refer to the Lafarge Pipe emanual at www.lafargena.com/pipe For more information on manhole catchbasin material, please refer to the Lafarge Pipe emanual at www.lafargena.com/pipe All Taxes freight charges extra PHONE: (0) 99500 FAX: (0) 55677

@SOURCEENERGY Geothermal Energy Capture Concrete Pipe > INDUSTRY LEADING INNOVATION! Lafarge pipe has reached an agreement with Renewable Resource Recovery Corporation (RCorp) to offer @SourceEnergy Pipe in Western Canada. The @SourceEnergy pipe system represents a major innovation in the concrete pipe industry that is focused around the concept of geothermal energy capture. Geothermal Energy Recovery % solar energy ects > THE @SOURCEENERGY PIPE SYSTEM: An enormous amount of heat energy is stored in the ground where it lies dormant largely underutilized. The @SourceEnergy pipe system functions as stard concrete pipe, with the added service of extract ing heat energy from the effluent in the pipes from the adjacent ground. Manufacture of @SourceEnergy Pipe is similar to stard concrete pipe, except that a small diameter HDPE conduit, similar to a natural gas line, is wound throughout the core along with the steel reinforcement. This HDPE conduit is filled with a 0% ethanol/water blend that acts as a heat transfer fluid throughout the pipe system once installed. The right schematic outlines a typical Valve & Box Building Sewer Lead Building Heat Pump Circulator(s) PROPERTY LINE Field Piping @SourceEnergy installation. Here, a series of concrete pipe located along the sewer main service a home that controls the energy system using a heat pump. The advantage of using @SourceEnergy pipe is that as the storm sanitary pipe needs to be installed as part of development, the incremental cost of the @SourceEnergy component is relatively minimal. The mass of concreate, being a dense material, makes it an ideal casing for heat transfer to the ethanol/water conductive media. The result is an innovative, highly efficient system that uses 00% onsite renewable energy. Remaining solar energy ected by atmosphere. @SOURCEENERGY GEOTHERMAL ENERGY CAPTURE REINFORCED CONCRETE PIPE Pipe Penetrating Building HDPE Piping Geothermal Supply Return Headers > RCORP 7% of solar energy is absorbed by earth Fea Frost depth varies Heat from Earth s core RCorp is a Canadian owned operated Lafarge Pipe is company based in Sudbury, Ontario. The agreement with @SourceEnergy technology was pioneered (RCorp) to offe by RCorp, with the initial installation @SourceEnerg taking place in a 9 home Ontario subdivision the concrete in pip 009. geothermal ene > WE WANT TO HEAR FROM YOU! FEATURE Industry Lea The @Sourc Please contact Lafarge for more information, The @SourceE product brochures, or if interested pipe, with in the a receiving a lunch learn presentation on @SourceEnergy. of @SourceEn except that a sm gas line, is wou system once ins The schematic installation. Her sewer main ser a heat pump.th that as the storm of development component is re RCorp PHONE: (0) 99500 FAX: (0) 55677 5

CONCRETE BOX DIMENSIONS Precast concrete box sections are designed to meet job specific requirements 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, 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 sanitary sewage. Innovative product solutions Precast include: concrete box sections are designed to meet job > Highway bridge culverts controlled Precast conditions concrete box employing sections are the designed latest in to dry meet cast job manufacturing > Stormwater technology. retention tanks Precast box sections are the controlled conditions employing the latest in dry cast logical > Rural solution bridge to applications problems of restricted head room, minimum manufacturing technology. Precast box sections are the > Vertical logical solution vaultsto problems of restricted head room, minimum > Riprap lined culverts for fish crossing > Utility corridors or pedestrian tunnel crossings Concrete box sections can be used in a variety of applications to meet the needs of your project beyond the conveyance of Concrete storm box water, sections industrial can be used waste in a variety sanitary of applications sewage. Innovative to meet product the needs solutions of your include: project beyond the conveyance of storm water, industrial waste sanitary sewage. Innovative product solutions include: Highway bridge culverts Highway Stormwater bridge culverts retention tanks Stormwater Rural retention bridge applications tanks Rural Vertical bridge applications vaults Vertical vaults Utility corridors or pedestrian tunnel crossings Utility corridors or pedestrian tunnel crossings For more For information For more information on box sections, box sections, please refer please to the refer Lafarge to to the the Pipe Lafarge Lafarge emanual Pipe Pipe emanual emanual at at at www.lafargena.com/pipe Box Size Span x Rise Stard Length DIMENSIONS (mm) DIMENSIONS (mm) Side Wall Thickness Top Wall Thickness Bottom Wall Thickness Haunch Length Plug/Top/Base Slab Thickness Approximate Storage Volume (m ) 00 x 600 000 5 90 50 5 00.5 Box Size Stard Side Wall Top Wall Bottom Wall Haunch Plug/Top/Base Approximate Storage 00 Span x 900 x Rise 000 Length Thickness 5 Thickness 90 Thickness 50 Length 5 Slab Thickness 00 Volume (m).05 800 Box x 00 Size Stard 000 Side 75Wall Top 00Wall Bottom 75 Wall Haunch 75 Plug/Top/Base 00 Approximate.5 Storage 00 x 600 000 5 90 50 5 00.5 00 Span x 00 x Rise Length 000 Thickness 5 Thickness 5 Thickness 5 Length 00 Slab 00 Thickness 5.60Volume (m) 00 x 900 000 5 90 50 5 00.05 00 x 800 000 00 00 00 50 00 8.5 00 x 600 000 5 90 50 5 00.5 800 x 00 000 75 00 75 75 00.5 0x 0 0 00 00 00 00 00.0 00 00 x 900 x 00 000 5 5 5 90 5 50 00 5 00 00 5.60.05 000 x 00 000 50 50 50 50 00.5 800 00 x 00 x 800 000 00 75 00 00 00 75 50 75 00 00 8.5.5 Notes: 0x 0 0 00 00 00 00 00.0. Shorter 00 x stard 00 lengths 000 are available for 5 all box sizes with 5 the exception of 5 those highlighted 00 in italics in the table 00 above. 5.60. For 00 adjustable 000 x 800 x 00 box sizes 000 up to.0m x.0m 50 00rise span, 5000 refer to Big 50 Box sections 00 50 for details. 50 00 00.5 8.5 6 Notes: 0x 0 0 00 00 00 00 00.0 CALGARY. Shorter PIPE stard PLANTlengths are available for all box sizes with the exception of those highlighted in italics in the table above. 000 x 00 000 50 50 50 50 00.5 PHONE:. (0) For adjustable 99500 box sizes FAX: up to.0m (0) x.0m 55677 rise span, refer to page for details. Notes:

CONCRETE BOXPRICING Span x Rise x Length 00 X 600.0m Long 00 X 900.0m Long 800 X 00.0m Long 00 X 00.0m Long 00 X 800.0m Long 0 X 0.m Long 000 x 00.0m Long Item Description.0.0m A Cover Range.07.0m B 0.0.0m 7.00.0m C Weight (kgs) Per Piece Culvert Per Meter $785 $90 $,000 75 Plug/Cap Each $,5 $,5 $,5 50/50 Bend Each $,960 $,575 $,880 75 Beveled/Outfall End Each $,5 $,680 $,975 0 Culvert Per Meter $,060 $,75 $,05 750 Plug/Cap Each $,95 $,95 $,95 800/500 Bend Each $,995 $,60 $5,50 750 Beveled/Outfall End Each $,065 $,75 $,685 700 Culvert Per Meter $,70 $,950 $,55 650 Plug/Cap Each $,00 $,00 $,00 500/800 Bend Each $6,85 $7,765 $8,570 650 Beveled/Outfall End Each $5,0 $5,565 $6,0 65 Culvert Per Meter $,60 $,0 $,75 950 Plug/Cap Each $,50 $,50 $,50 850/750 Bend Each $8,605 $9,655 $0,75 950 Beveled/Outfall End Each $6,05 $6,950 $7,0 6050 Culvert Per Meter $,860 $,0 $,60 985 Plug/Cap Each $,685 $,685 $,685 65/00 Bend Each $,00 $,785 $,60 985 Beveled/Outfall End Each $8,500 $9,095 $9,690 695 Lift Clutches Required (Ton) Culvert Per Meter $,080 $,85 $,895 75 0 Plug/Cap Each $5,965 $5,965 $5,965 8550/600 8 Bend Each $,90 $,95 $5,55 75 0 Beveled/Outfall End Each $9,050 $9,85 $9,850 960 0 Culvert Per Meter $,80 $,00 $,795 5650 0 Plug/Cap Each $7,65 $7,65 $7,65 0700/800 8 ASTM C Bend Each $5,65 $7,0 $9,70 5650 0 Beveled/Outfall End Each $,0 $,90 $,90 070 0 8 8 8 BOX CULVERT Notes:. Prices are based on stard applications designed to ASCE697 produced to ASTM C. Please contact your local Lafarge representative for specific project quotes or CHBDC designs.. See Large Manhole section for pricing of vertically installed boxes (Manhole).. Monolithic end pieces are available at the cost of culvert piece, plus Plug/Cap, plus an additional $500 charge.. Rough openings is an additional $00 each for manhole openings an additional $500 each. Coring is available. 5. RubRNek/Kent Seal gasket is available for box joints but may not provide a water tight seal. Additional measures by contractor may be needed if a water tight seal is required. See Misc. Material section for pricing. 6. Additional Box sizes ranging up to m x m internal span are available. See Big Box section for additional information. Please call for pricing. 7. Refer to your local municipality s installation requirements for information on joint connections requirements. Contractor is responsible for water tightening the joints, if required. PHONE: (0) 99500 FAX: (0) 55677 7

CATCH CATCH BASIN BASIN COMPONENTS > CATCH > CATCH BASIN (CB) BASIN (CB) Catch Basin Catch is Basin a chamber is a chamber or sump or usually sump usually built at built the curb at the which curb seperates which seperates debris debris allows surface allows surface water water runoff to runoff enter to the enter stormwater the stormwater conveyance conveyance system. system. BARRELS 5 05 57 60 76 9 067 BARRELS 5 05 57 60 76 9 067 WEEPER HOLES (75mm DIA) WEEPER HOLES (75mm DIA) SEPARATE BASE CATCH BASIN MONOLITIC BASE CATCH BASIN 60 60 60 60 790 00 0 05 790 00 0 05 0 790 500 00 0 05 0 500 790 0 500 00 0 0 500 05 90 90 90 90 0 0 0 0 PLAN PLAN PLAN PLAN 70 70 70 70 DEPTH= DEPTH 0 0mm = 0 DEPTH= 0mm DEPTH 0 DEPTH 0mm = 0 = 0mm 0 0mm DEPTH = 0 0mm PLAN PLAN PLAN PLAN SLOPED SLOPED BACK BACK TOWARDS SLOPED SLOPED CURB CURB SLOPED BACK BACK TOWARDS BACK TOWARDS CURB CURB SLOPED CURBACK TOWARDS CURB FOR FOR FOR C OR C K K FRAME FRAME AND AND GRATE DEPTH= GRATE DEPTH 0 = 0 0mm FOR C OR C OR K K FRAME FRAME AND AND GRATE DEPTH= GRATE DEPTH 0 = 0 0mm 0mm 0mm FOR C OR K FRAME AND FOR GRATE C OR K FRAME AND GRATE DEPTH = 0 0mm DEPTH = 0 0mm SQUARE CURB SQUARE CURB SLOPED SLOPED SQUARE CURB BACK TOWARDS CURB SQUARE CURB BACK TOWARDS CURB SQUARE CURB SQUARE CURB SLOPED BACK TOWARDS SLOPED CURBACK TOWARDS CURB FOR FOR C OR K FRAME K FRAME AND AND FOR GRATE FOR C GRATE OR K FOR FRAME K K FRAME FRAME AND AND GRATE AND GRATE GRATE FOR K FRAME AND GRATE ROLLED CURB ROLLED CURB ROLLED CURB ROLLED ROLLED CURB CURB ROLLED CURB DEPTH= 50mm DEPTH= 50mm DEPTH= 50mm DEPTH= 50mm FOR K FRAME AND GRATE FOR K FRAME AND GRATE FOR MANHOLE FRAME FOR AND MANHOLE COVER FRAME AND COVER AREA DRAIN AREA DRAIN AREA DRAIN OR SOLID AREA TOP DRAIN COVEROR SOLID TOP COVER CALGARY PIPE CALGARY PLANT CALGARY PIPE PIPE PLANT CALGARY PLANT PIPE PLANT All Taxes freight All charges Taxes All Taxes extrafreight freight charges All charges Taxes extra extrafreight charges extra 8 PHONE: (0) 99500 FAX: (0) 55677

CATCH BASIN MATERIALS & PRICING ASTM C78, CSA A57. Bases 9 mm ID Barrels 9 mm ID Tops & Collars Frame & Covers Item Item Code Description Monolithic Catch Basin 080 mm High Complete with Benched Base Weeping Holes Upstream Monolithic Catch Basin Complete with Higher Benching 080 mm High Monolithic Catch Basin 00 mm High Flat Bottom Shallow Monolithic Catch Basin 06 mm High Complete with Benched Base MC0900080xxx xxx dictates openings size. Up to 00 mm pipe. Complete with Gasket for SDR 5 or rough opening Lifting Clutches (Ton) Weight kg/pc Price (Each) 90 $990 MC090008050T Complete with Gasket for SDR 5 0 $990 MM090000 MC0900080xxx xxx dictates openings size. Up to 00 mm pipe. Complete with Gasket for SDR 5 or rough opening xxx dictates openings size. Up to 00 mm pipe. Complete with Gasket for SDR 5 or rough opening 555 $,70 75 $860 Flat CB Base EB0900 00 Dia. x 5 Deep Base 05 $5 067 mm High w/ Weeper holes MJ0900050 9 ID x 067 High (6 x ) With Weeper Holes 865 $595 90 mm High MJ09000900 9 ID x 9 High (6 x 6 ) 70 $55 76 mm High MJ09000750 9 ID x 76 High (6 x 0 ) 65 $95 60 mm High MJ09000600 9 ID x 60 High (6 x ) 95 $50 57 mm High MJ0900050 9 ID x 57 High (6 x 8 ) 70 $05 05 mm High MJ0900000 9 ID x 05 High (6 x ) 50 $5 5 mm High MJ0900050 9 ID x 5 High (6 x 6 ) 5 $0 C Top EM0900 To fit Square Curb (Tee Top) 5 $05 K Top EJ0900 To fit Rolled Curb 5 $05 K Top EL0900 Rectangular Opening 85 $05 M Top EI0900 Circular Opening 85 $05 K/C Collar ML0900067 K Top/C Top Collar 67mm High 0 $0 C Collar MX079000 C Top Side Inlet Collar 67mm High 0 $60 City of Calgary Frame Cover/Grate C Frame Grate K Frame Grate To fit Rolled Curb K Frame Grate COP6000 COP600 COP600 COP6007 COP6008 COP6009 COP600 COP60 COP60 COP60 CoC 5 mm High Frame CoC Solid Cover CoC Slotted Grate C Top Rectangular Frame C Top Rectangule Inlet Grate C Top Side Inlet Grate K Top Rectangular Frame K Top Rectangular Grate K Top Rectangular Frame K Top Rectangular Grate 50 $95 50 $,0 0 $,750 85 $790 CATCH BASIN Notes:. Prebenching is for dead ends only.. Barrels, Flat CB Base, Type M K Top Slabs have a 5mm joint lip. Monolithic CBs, Type C K Top slabs have flat joint. PHONE: (0) 99500 FAX: (0) 55677 9

5A MANHOLE COMPONENTS MANHOLE BASE 7 HIGH (8 FOR 600Ø PIPE SEE PG. 7) 50 TYPE 5A MANHOLES TYPICAL ASSEMBLY Lafarge produces 5A manholes with 0mm (8 ) internal diameter in an octagon shape at prebenched base to provide 8 flat surfaces. This configuration improves the connection between pipes manholes. The bootstyle gasket clamps onto the pipe, reducing infiltration exfiltration. For profile pipe (i.e. ultrarib, X), a straight wall adaptor is recommended to maintain the integrity of the seal. TYPE 5A MANHOLES TOP SLAB 5A MANHOLES TOP SLAB BARRELS 05 06 8 0 0 0 79 FRAME & COVER COLLARS 50 0 6 0 I.D. 7 WALL PREBENCHED BASE All newly built prebenched bases incorporate an engineered pipe to manhole connector. The bootstyle gasket clamps onto the pipe, reducing BARRELS 05 rib, X), a straight wall adaptor is recommended to 06 maintain the integrity of the seal. 8 TOP 0 SLAB TYPE 5A MANHOLES 0 All Taxes freight charges extra PREBENCHED MANHOLE BASE 7 BARRELS HIGH (8 FOR 600Ø 05 PIPE SEE PG. 067) TOP 8 SLAB 0 0 PREBENCHED MANHOLE BASE 7 HIGH (8 FOR 600Ø PIPE SEE PG. 7) 50 TYPICAL ASSEMBLY 6 PREBENCHED MANHOLE BASE 7 HIGH (8 FOR BARRELS 600Ø PIPE SEE PG. 057) 06 8 0 0 P A a b ri m PREBENCHED MANHOLE BASE 7 HIGH CALGARY (8 FOR 600Ø PIPE All PIPE Taxes SEE PG. freight 7) 0 PHONE: (0) 99500 FAX: (0) 55677 PREBENCHED BASE All newly built prebenched bases incorporate P A a b r m

5A MANHOLE PRICING ASTM C78, CSA A57. Bases 0 mm ID/8 mm High Barrels & Adapters 0 mm ID Top Slab & Collars Accessories Item Item Code Description Lifting Clutches (Ton) Notes:. Prebenched bases are made to order. Please contact your local Lafarge representative for a schedule. Approved drawings or manhole order forms required for manufacture. See page for order form.. Stard Prebench height from invert to shoulder 7mm, with the exception of Prebench with 600mm concrete pipe 8mm.. 600mm diameter PVC pipe requires a minimum 90 degrees between lines. 600mm diameter concrete pipe may only be accomplished in a straight through manner, otherwise, upsizing to a S Manhole is required. Please see page for more information on S manholes.. Any Prebench with or more openings will be charged as a CulDeSac Prebench. 5. Prebench pipe openings available in 5 degree increments. Other angles accommodated through flexibility in connection of pipe with manholes or an oversized hole. Oversized opening will come with no gasket. Contractor is responsible for water tight seal /or any other products. 6. Prebench Manhole come complete with cast in place gaskets for connection to SDR 5 PVC pipe. Other pipe styles would require concrete opening. 7. In areas with high groundwater, manhole gaskets 0mm high Manhole Barrels are recommended. 8. Rough openings in Manhole Barrels $00 each. Cored holes available upon request. Call for pricing. 9. All Manhole material designed to meet City of Calgary specifications. Please advise if other requirements are necessary. 0. Nitrile Cast in Place Gaskets available for 00600mm. Allow 5 weeks for delivery time. Please call for pricing. Weight kg/pc 00/50 mm MP0008050 Maximum Pipe size of 50mm (6 ) 00 $,50 Prebench 00 mm MP0008000 Maximum Pipe size of 00mm (8 ) 00 $,560 Prebench 50 mm MP0008050 Maximum Pipe size of 50mm (0 ) 00 $,65 Prebench 00 mm MP0008000 Maximum Pipe size of 00mm ( ) 00 $,65 Prebench 75 mm MP0008075 Maximum Pipe size of 75mm (5 ) 00 $,700 Prebench 50 mm MP0008050 Maximum Pipe size of 50mm (8 ) 00 $,70 Prebench 55 mm MP0008055 Maximum Pipe size of 55mm ( ) 00 $,70 Prebench 600 mm MP00080600 Maximum Pipe size of 600mm ( ) See notes & 00 $,80 Prebench CulDeSac MP0008000 or more openings See Note 5 00 $,80 Prebench Flat Mono Base MP00080 Monolithic Flat Base 900 $,50 Flat Base EB00 600 mm Square x 5 mm Deep Base 00 $870 0 mm High MH000 Spigot up or Bell up 6 Steps at 06mm spacing 00 $,80 0 mm High MH000 Spigot up or Bell up Steps at 06mm spacing 650 $980 8 mm High MH00080 Spigot up or Bell up Steps at 06mm spacing 00 $75 06 mm High MH0000 Spigot up or Bell up Step 550 $60 05 mm High MH0000 Spigot up or Bell up Step 5 $0 9 mm High Perforated MH000900 9 mm High Perforated Barrel 705 $860 05 mm High Spigot to Spigot Adaptor MU00000 SpigotSpigot Adapter c/w Step 55 $500 508 mm High Bell to Bell Adaptor MV00000 High BellBell Adapter c/w Step 50 $500 STD Top Slab ET00 0 ID x 78 Deep with 70 Dia. Offset Opening 60 $0 C Top Slab EM00 0 ID x 78 Deep with Opening for C Frame Grate 60 $0 Red Deer Top Slab ET00065 0 ID x 78 Deep with 60 Dia. Offset Opening 60 $0 0 mm MH Collar MR070000 70 ID x 0 High c/w MH Step Recesses for StepG Hooks 05 $0 5 mm MH Collar MR070050 70 ID x 5 High c/w MH Step Recesses for StepG 55 $80 0 mm MH Collar MR070000 70 ID x 0 High c/w MH Step Recesses for StepG 05 $55 75mm MH Collar MR0700075 70 ID x 76 High c/w MH Step Recesses for StepG 75 $5 50 mmmh Collar MR0700050 70 ID x 50 High c/w MH Step Recesses for StepG 50 $5 City of Calgary Frame Cover/Grate Town Country Style Frame Cover/Grate Aluminum Step Aluminum Poly Step Galvanized Step COP6000 COP600 COP600 COP600 COP600 COP6005 COP6006 HRA000 HRP000 HRG000 CoC 600 mm dia x 5 mm High Frame CoC 600 mm dia x 5 mm High Frame CoC Solid Cover (weight/price included with Frame) CoC Slotted Grate (weight/price included with Frame) T&C 570 mm Dia x 5mm High Frame T&C Solid Cover (weight/price included with Frame) T&C Slotted Grate (weight/price included with Frame) 00mm Wide Ladder Rung Install in Barrels with 5mm Dia. Drilled Hole 00mm Wide Poly Coated Ladder Rung Install in Barrels with 5mm Dia. Drilled Hole 00mm Wide Ladder Rung Install in Collars in Step Recess 50 70 Price Each $95 $,00 90 $65 Gasket GSS00 Super Seal 0mm ID Manhole Gasket $0 $5 $5 $5 5A & S MANHOLE PHONE: (0) 99500 FAX: (0) 55677

S MANHOLE/LIFT STATION DIMENSION & PRICING Description For Pipe Sizes up to (mm) Weight (kg) per piece (Half Structure) Lifting Clutches (Ton) Dimension A B/C D E F G Price (Each) Top & Bottom Half 00 High 900 650 75 00 00 50 00 500 $6,0. S.5 S.9 S. S.8 S 000 High Intermediate 00 000 50 00 500 $,75 Top Half 00 High 675 650 75 00 00 50 00 500 $,70 Flat Base Slab 60 50 500 $,50 Skimming Manhole (Top & Bottom Half) 950 75 60 00 50 00 500 $6,850 Top & Bottom Half 00 High 050 550 75 00 00 50 500 800 $8,690 000 High Intermediate 00 000 50 500 800 $,5 Top Half 00 High 675 550 75 00 00 50 500 800 $,970 Flat Base Slab 0 50 800 $,60 Skimming Manhole (Top & Bottom Half) 950 75 60 00 50 500 800 $9,0 Top & Bottom Half 00 High 500 5650 00 00 00 50 90 0 $,0 000 High Intermediate 00 000 50 90 0 $5,75 Top Half 00 High 675 5650 00 00 00 50 90 0 $6,50 Flat Base Slab 580 500 0 $,90 Skimming Manhole (Top & Bottom Half) 600 00 60 00 50 90 0 $,90 Top & Bottom Half 00 High 800 680 8 50 00 50 0 00 860 $,955 000 High Intermediate 5700 8 000 0 00 860 $8,565 750 High Intermediate 0000 8 750 0 00 860 $,60 Top Half 00 High 900 680 8 50 00 50 0 00 860 $,85 Flat Base Slab 5890 8 50 860 $,5 Skimming Manhole (Top & Bottom Half) 680 8 50 00 50 0 00 860 $,75 Top & Bottom Half 800 High 00 80 8 50 00 50 0 800 60 $9,895 000 High Intermediate 500 8 50 000 50 0 800 60 $0,060 750 High Intermediate 80 8 750 0 800 60 $7,555 Top Half 00 High 050 80 8 50 00 50 0 800 60 $7,90 Flat Base Slab 7650 8 50 60 $,90 Skimming Manhole (Top & Bottom Half) 80 8 50 00 50 0 800 60 $0,5 Notes:. S Manholes Lift Stations are NOT prebenched.. NonStard hole sizes angle entry holes available at $00 each.. Stard depth of Cover 5 meters (0 meters available upon request).. Use intermediate sections between top bottom sections of S Manhole to meet drop manhole invert requirements. 5. Where design invert to rim elevation is less than the minimum shown, the City of Calgary requires a complete top on bottom to be used in which case it must be lowered field benched to invert. Elsewhere, a top half S plus a base slab may be used, subject to approval by project engineer. 6. RubRNek/Kent Seal gaskets are available for S Manhole joints, however, are very dependent on field installation. Additional measures by contractor may be needed if a watertight joint is required. See page Misc. material table for pricing. 7. Top bottom half wall taper is from the thickest point at top/base slab to the center (dimension E ). This may affect mounting of equipment, gates, etc. 8. See page for dimension references. PHONE: (0) 99500 FAX: (0) 55677

S MANHOLE PIPE ANGLE ENTRY Pipe Size (mm) Maximum Angle off of Face for Type S Manhole Size: 00mm 500mm 90mm 00mm 800mm 00 5 5 5 5 5 75 5 5 5 5 5 50 5 5 5 5 5 55 0 5 5 5 5 600 5 5 5 5 5 675 0 5 5 5 5 750 5 0 5 5 5 900 0 0 5 5 5 050 5 0 5 5 00 0 5 5 50 0 0 5 500 0 0 0 650 5 5 800 0 0 950 0 00 5 PHONE: (0) 99500 FAX: (0) 55677

MANHOLE ORDER FORM MANHOLE MANHOLE ORDER ORDER FORM FORM MANHOLE ORDER FORM MANHOLE ORDER FORM > ORDER: FAX TO 0 55 677 Downloadable FAX TO: form 0 online: 55 www.lafargena.com/pipe 677 Downloadable FAX form TO: online: 0 www.lafargena.com/pipe 55 677 Contractor: J ob Name: Date Required: Downloadable FAX form TO: online: 0 www.lafargena.com/pipe 55 677 Contact Contractor: No: Downloadable Job Name: form online: Email: www.lafargena.com/pipe Date Required: Contractor: Job Name: Date Required: Contractor: Job Name: FAX TO: 0 55 677 Date Required: Contractor: Downloadable Job Name: Manhole form Manhole online: Number: Number: www.lafargena.com/pipe 5A Date Required: 5A Manhole Rim Elevation: Number: 5A Contractor: Job Manhole Name: Number: Date Required: 5A Rim Elevation: Side Pipe Pipe Size Size Material Material Invert Invert Rim Manhole Elevation: Side Number: 5A Pipe Size Material Invert Rim Elevation: A Side Pipe Size Material Invert A Side B Pipe Size Material Invert A (outlet) B (outlet) AC B (outlet) BC D (outlet) E (outlet) CD E F D EF G MANHOLE ORDER FORM E HG F F GH Comments: G H H Comments: FAX TO: 0 55 677 Downloadable form Comments: online: www.lafargena.com/pipe Comments: Contractor: Job 5A Name: Manhole Number: Date Required: Rim Elevation: Manhole Number: 5A 5A Manhole Rim Elevation: Side Number: Pipe Size Material Invert 5A 5A Rim Manhole Elevation: Number: A 5A Manhole Rim Elevation: Side Pipe Size Material Invert Rim Elevation: Number: Side B Rim Elevation: A Pipe Size Material Invert Side Pipe Size Material Invert Side (outlet) C Pipe Size Material Invert B Side A Pipe Size Material Invert D (outlet) CA B E A D B (outlet) C FB E (outlet) CD G (outlet) FC DE GH D EF H Comments: GE GF H F Comments: GH G Comments: H Comments: H S Comments: Manhole Number: Comments: Rim Manhole Elevation: Number: 5A Rim Elevation: Side Pipe Size Material Invert S Manhole Number: Side A Rim Elevation: Pipe Size Material Invert S Manhole BA Number: Side Pipe Size Material Invert S Manhole Rim Elevation: CB Number: S Manhole A Rim Elevation: Number: Side D (outlet) C Pipe Size Material Invert Rim Elevation: B Side D Pipe Size Material. Invert CA Side Pipe Size Material Invert (check one) D EB A.5.8 A FB C.9 Skimming. GB C Avoid using large pipes on side A (Interferes Comments: (check one) D HC.5.8 with steps) D.9 D Skimming. Comments: Avoid using large pipes on side A (Interferes. (check Comments: one).5.8. with steps) (check one).5.8 (check one).9.5 Skimming.8.9 Skimming Avoid Avoid using using large pipes large on pipes side A on (Interferes side A with (Interferes steps) Comments: 0 CALGARY PIPE.9 PLANT Skimming Manhole Number: Avoid with S steps) using large pipes on side A (Interferes Comments: All Taxes freight charges extra Avoid using large pipes on side A (Interferes Rim Elevation: with steps) Comments: with steps) Side Pipe Size Material Invert 0 PHONE: (0) 99500 FAX: (0) 55677 A All Taxes freight charges extra B

LARGE MANHOLE / LIFT STATION MATERIAL TEE RISERS DIMENSIONS & PRICING Nominal Inside Diameter mm Wall Designation Item Description Effective Height (Nominal I.D.) Weight Lifting Clutches kg/piece Required (Ton) Weight (kg/piece) Price Price Each (Each) 050 500 Dia. C 0 High 7 Barrel 700 5575 $8,95 (C wall Typical) B Base Slab/Top 68 Slab 75 95/95 00 8 800 Dia 0 High Barrel 6850 $8,80 C 599 8 50 (B wall Typical) Base Slab/Top Slab 600/75 50 5 00 Dia B 0 High 770 Barrel 75 900 $0,05 8 (B Wall Typical) Base Slab/Top Slab 55/800 500 60 C 90 6000 $,570 00 Dia 0 High Barrel 775 8 (C wall Typical) B Base Slab/Top 075 Slab 675 675/575 650 66 $,770 700 Dia. C 0 High 056 Barrel 0 7000 5800 (C wall Typical) Base Slab/Top Slab 8 5950/655 Large Diameter Round Manholes $,55 $,550 $,50 $,80 $6,05 $,0 $8,960 $,50 $9,65 $,970 B 7 775 800 7 00 High Barrel 0 550 $,080 $0,0 000 Dia. C 0 High 08 Barrel 8 8050 895 $5,950 (B wall Typical) 60 High Barrel 8 75 $,975 950 78 C 96 95 $6,0 Base Slab/Top Slab 8 7050/8000 $5,5 00 8 B 000 High 6 Box 955 75 $0,60 $,5 00x600 Base Slab/Top Slab 95 /50 $,70 00 96 C 99 00 $,070 000 High Box 750 $,55 700 08 00x900 C Base Slab/Top Slab 65 5/500 $,795 $,685 000 0 B 000 High 6 Box 5775 650 $6,000 $5,5 800x00 8 Base Slab/Top Slab 5/800 $,675 EFFECTIVE HEIGHT Concrete Boxes in 00x00 00x800 0x0 000x00 000 High Box Base Slab/Top Slab 000 High Box Base Slab/Top Slab 0 High Box Base Slab/Top Slab 000 High Box Base Slab/Top Slab 8 8 8 0 8 950 5/750 985 50/00 75 575/600 5650 750/800 ASTM C78, CSA 57. ASTM C $7,65 $,050 $8,565 $,70 $,05 $7,90 $,5 $9,0 LARGE MANHOLE DIAMETER Notes:. Stard barrel box heights shown. For short sections required, a monolithic base is available (base slab price plus per meter price for a barrel/ box plus $500).. Rough pipe openings $00 each. Cored holes available, please call for price.. Oversized base slabs available to resist flotation in high ground water conditions. Please call for pricing.. Prices include rubber wedge gaskets lube for large diameter round manholes only. RubRNek/Kent Seal gaskets are also available for box manhole joints, however are very dependent on field installation. Additional additional measures may be needed if a watertight joint is required. LENGTH 5. For large diameter Manhole dimensions, refer to Pipe dimension on page 5. PROFILE PLAN 6. Top slabs are typically 50mm thick base slabs ar typically 00mm thick. For more information on manhole on manhole catch basin material, catchbasin please material, refer to the please Lafarge Pipe emanual refer to at the www.lafargena.com/pipe Lafarge Pipe emanual at www.lafargena.com/pipe PHONE: (0) 99500 FAX: (0) 55677 All Taxes freight charges extra 5

CHECK VALVE MANHOLES / MISC. MATERIALS CHECK VALVE MANHOLES/MISC. MATERIALS > CHECK VALVE MANHOLES CHECK VALVE MANHOLES Nominal Pipe Size (mm) Manhole Type Item Code Weight (kg/piece) Price (Each) Nominal Pipe Weight Price 50 00 Manhole dia. Monolithic Type Size (mm) base MQ008050 (kg/piece) 900 $,50 Each 50 00 00 00 dia. dia. Monolithic base MQ008000 900 900 $,70 $,50 00 50 00 dia..5m Monolithic Type S base MQ50050050 900 700 $,70 $8,690 50 00.5m.5m Type S MQ50050000 700 700 $8,750 $8,690 00.5m Type S 700 $8,750 00.9m Type S MQ90090000 00 $,0 00.9m Type S 00 $,55 Notes: Notes:. Distance from invert to base 50mm.. Distance from invert to base 50mm. 50mm. > MISCELLANEOUS MATERIAL Concrete, Cement Concrete, Cement Products, Products, Gaskets Gaskets & Lube & Lube Lifting Lifting Others Clutches Clutches Other MISCELLANEOUS MATERIAL Description Item Code Price (Each) Price No Discount Each Description No Discount Kalicrete Type HS (formerly Type 50) Cement 0kg bag COP0 $5 Patching Kalicrete Cement Type Compound HS (formerly 0kg Type bag 50) Cement 0kg bag COP0 $5 $0 00 Dia. Patching Manhole Cement Barrel Gaskets Compound 0kg bag GSS00 $0 $0 5mm Thick 00 Mastic Dia. Coil Manhole Gasket Barrel Gaskets GRS005 $5 $5 Gasket Lubricant 5mm.5kg Thick pail Mastic Coil Gasket COP0000 $60 $0 Subaqueous Gasket Lubricant Gasket (underwater Lubricant use).5kg pail pail N/A $80 $55 Pair of Ton Clutches (Final Sale) HLS000 Subaqueous Gasket Lubricant (underwater use).5kg pail $65 $75 Pair of Ton Clutches (Final Sale) HLS000 $55 Pair of Ton Clutches $50 Pair of 8 Ton Clutches (Final Sale) HLS0008 $,060 Pair of Ton Clutches Pair of 0 Ton Clutches (Final Sale) HLS000 $505 $,785 Safety Platforms Pair for manholes of 8 Ton Clutches $,05 Call Hatches Pair of 0 Ton Clutches $,700 Call Safety Platforms for manholes Call Hatches Call Notes:. All Clutches are final sale not returnable. 6 CALGARY PIPE PLANT All Taxes freight charges extra PHONE: (0) 99500 FAX: (0) 55677 5

BIG BOX MANHOLE DIMENSIONS Our biggest box manholes are available for use as Type S manholes or lift stations. These sections are able to hle up to 000mm diameter pipe. The Big Box manhole form provides a precast alternative to castinplace Our biggest structures box manholes for all pipe are sizes available within for Lafarge use as Type Pipe s S product manholes offering or lift stations. (i.e. up These to 000mm sections diameter), are able to hle including up to our 000mm stard diameter precast pipe. box sections (i.e. 000 x 00). The Big Box size ranges from xm, up to xm with.5m increments in spans. The wall thicknesses are also adjustable to 00 50mm thicknesses, the joints are similar to those of a stard box section measuring 0mm in length. TOP SLAB WITH MH OPENING OR HATCHES AS REQUIRED m in 0.5 Increments as Type S manholes or lift stations. These sections are able m to inhle up to 0.5 Increments BOX LENGTHS 000 500 000 500 500 000 500 TOP SLAB WITH MH OPENING OR HATCHES AS REQUIRED Plan Section SECTION ASTM C BOX LENGTHS 500 000 500 000 500 00mm Wall Thickness 50mm Wall Thickness Box Size Lifting The Big Box manhole form provides Lifting Haunch a precast Span x Rise Base Slab/Top Slab Weight of Base Slab/Top Slab Weight of Dimension Weight (kgs) Clutches alternative to castinplace structures Clutches Section (kg) Weight (kgs) Section (kg) for all pipe sizes (Ton) (Tons) within Lafarge Pipe s product offering (i.e. up to 000.0m x.5m.0m x.0m 0650 00 8000 9500 000 5875 0 0 mm 5 diameter), 855 including 850 our stard 0 precast box 00 sections (i.e. 000 x 00). As with our S manholes 000 0075 050 0 00 stard precast box sections, pipe openings can be accommodated in the manhole walls to suit the.0m x.5m 050 0900 7750 0 700 600 65 0 00 Section needs of most projects. The wall thicknesses are also SECTION.0m x.0m 575 75 965 0 adjustable 600 to 50 00 50 85 mm thicknesses, 0 00 the joints are similar to those of a stard box section.5m x.5m 595 600 965 0 measuring 665 0 75 mm in length. 85 0 00 The Big Box manhole form provides a precast alternative to castinplace structures for all pipe sizes within Lafarge.5m Pipe s x.0m product offering 7800 (i.e. up to 5 000 mm diameter), including our stard precast box sections (i.e..0m 000 x.0m x 00). As with 9900 our S manholes 650 stard precast box sections, pipe openings can be accommodated in the manhole walls to suit the needs Notes: of most projects. The wall thicknesses are also 500 75 0 0 855 0650 550 75 7000 900 0 0 00 00 adjustable to 00 50 mm thicknesses, the joints. are similar All weights to those are of approximate a stard box section based on.5m section lengths. For shorter lengths spans, please contact your local Lafarge representative. measuring. For 0 sizes mm in not length. shown, consider using stard box sections in the Box Culvert section or call for additional information.. Call for pricing construction schedules. Big Box Manholes Big Box BIG BOX Manholes MANHOLE All Taxes freight charges extra PHONE: (0) 99500 FAX: (0) 55677 7

STORMCEPTOR STORMCEPTOR www.stormceptor.com www.stormceptor.com is an oil/grit is separator an oil/grit designed separator capture designed oil, to sediment capture oil, sediment pollutants which pollutants are washed which off are of paved washed off of or impervious paved surfaces or impervious when it rains. surfaces These when contaminants it rains. These are captured contaminants through are gravity captured based through principles. gravity The based principles. The system is located system inline, is located is sized inline, to meet is specific sized to site meet requirements specific site for requirements any project. for any project. According to the According City of Calgary to the specification, City of Calgary s specification, are s required for: are required Heavy for: industrial Heavy manufacturing industrial manufacturing sites sites Sites over 0. ha Sites over 0. ha Any commercial/industrial Any commercial/industrial sites that drain sites into that vegetated drain into swales/ vegetated swales/ Gas stations, lube Gas stations, oil change lube facilities, oil change vehicle facilities, maintenance vehicle maintenance ditches ditches mechinical shops mechinical (including shops adjacent (including parking adjacent lots), parking sites lots), with onsite storage or fuel. site storage or fuel. pipes with sting pipes water with sting water sites In with lieu on of forebay In lieu skimming of forebay weirs/skimming skimming weirs/skimming manholes, prior manholes, to any prior to any > STORMCEPTOR > STORMCEPTOR REMOVES REMOVES MORE POLLUTANTS MORE POLLUTANTS FROM > FROM PCSWMM FOR > STORMCEPTOR PCSWMM FOR STORMCEPTOR LEADING THE INDUSTRY LEADING THE INDUSTRY STORMWATER STORMWATER THAN ANY OTHER THAN ANY OIL/GRIT OTHER SEPARATOR OIL/GRIT SEPARATOR The most accurate, The easy most to accurate, use design easy tool to available. use design tool available. > Maintains > continuous Maintains continuous positive treatment positive of treatment total suspended of total suspended > This continuous > This simulation continuous modelling simulation software modelling combines software uptodate combines uptodate solids (TSS) solids regardless (TSS) of regardless flow rate of (due flow to rate patented (due to bypass patented bypass local rainfall data local from rainfall hundreds data of from stations hundreds across of North stations America across with North America with system). system). a selection of particle a selection sizes to of design particle the sizes best to system design for the your best site. system for your site. > Designed > to Designed remove a to wide remove range a wide of particle range sizes of particle (from sizes 0 (from > 0 Developed with > Developed Computational with Computational Hydraulics International Hydraulics (CHI), International (CHI), to,000 microns), to,000 as microns), well as free as well oils, as heavy free oils, metals heavy metals internationally acclaimed internationally expert acclaimed Dr. Bill James, expert Dr. Imbrium Bill James, Systems. Imbrium Systems. nutrients that nutrients attach that to fine attach sediment. to fine sediment. > PROVEN PERFORMANCE > PROVEN PERFORMANCE > Can be > designed Can be to designed remove to a remove specific a particle specific size particle size distribution. distribution. > Recent tests conducted > Recent for tests the conducted New Jersey for Department the New Jersey of Environmental Department of Environmental Protection (NJDEP) Protection found (NJDEP) found has the highest TSS has the removal highest TSS removal > A CALM > TREATMENT A CALM TREATMENT ENVIRONMENT ENVIRONMENT rate of seven stormwater rate of seven treatment stormwater technologies treatment tested. technologies tested. > > slows incoming slows stormwater incoming stormwater create to a create > During a NJDEP s > During rigorous NJDEP s testing, rigorous testing, did not scour with did the not scour with the nonturbulent nonturbulent treatment environment, treatment environment, allowing free allowing oils free oils unit loaded to design unit loaded capacity. to design capacity. debris to rise, debris to sediment rise, to sediment settle. to settle. > s > performance s is performance backed by is Canada s backed stringent by Canada s stringent > Patented > scour Patented prevention scour prevention technology technology ensures pollutants ensures pollutants Environmental Technology Environmental Verification Technology (ETV) Verification Program. (ETV) With Program. over With over are captured are captured contained during contained all rainfall during events, all rainfall even events, even 0,000 units operating 0,000 worldwide, units operating worldwide, performs protects performs protects extreme storms. extreme storms. every day, in every every storm. day, in every storm. STORMCEPTOR MODELS MODELS STORMCEPTOR CONFIGURATIONS 8 PHONE: (0) 99500 FAX: (0) 55677

STORMCEPTOR STORMCEPTOR www.stormceptor.com is an oil/grit separator designed to capture oil, sediment, pollutants collected from paved or impervious surfaces > from STANDARD the stormwater STORMCEPTOR that carries (STC00 it away from TO the STC6000) source. This performance is achieved through gravity based requirements for any project. Surface access for ease of mainenance Easy to install Surface access for ease of maintenance Weir directs water to quiet chamber below Weir directs water to Patented technology quiet prevents chamber captured below pollutants from scouring Patented technology prevents Captures captured stores a wide range of particle pollutants from sizes, from 0 to,000 scouring microns, for removal Sediment lies dormant for later removal Captures stores a wide range of particle sizes, from 0 to,000 microns, for later removal Sediment lies dormant for > later SERIES removal STORMCEPTOR (STC9000 TO STC000) Designed to treat larger drainage areas, the Series consists of two adjacent units that function in parallel. This design eliminates the need for additional structures, reducing excavation costs. Inlet Outlet Durable precast concrete Impervious liner provides double wall containment for hyprocardons Treated water exits the unit Free oils are trapped for later removal Quiet chamber creates ideal conditions for free oils to rise sediment to settle Durable precast concrete Small footprint saves time money with limited disruption to your site. Seamless Impervious liner provides double wall containment for hydrocarbons Minimal drop between inlet outlet pipes makes ideal for retrofits new development projects. Flexible Multiple inlets can connect to a single unit. Treated water exits the unit Can be used as a bend structure. Free oils are trapped for later removal Quiet chamber creates ideal conditions for free oils to rise sediment to settle STORMCEPTOR /JELLYFISH 6 Easy to install Small footprint saves time money with limited disruption to your site. Total inlet flow outlet flow Half of inlet flow diverted to first unit for treatment Half of inlet flow diverted to second unit for treatment Seamless Minimal drop between inlet outlet pipes makes ideal for retrofits new Intermediate Raised weir pipe with weir development projects. around inlet drop tee outlet riser pipe Flexible Multiple inlets can connect to a single unit. Can be used as a bend structure. All Taxes freight charges extra PHONE: (0) 99500 FAX: (0) 55677 9

STORMCEPTOR STORMCEPTOR www.stormceptor.com www.stormceptor.com For industrial, For commercial, industrial,residential commercial, residential government sites government virtuallysites anywhere virtually there anywh is pa available to meet available varietytoofmeet complex variety siteofconditions. complex site In addition conditions. to our In addition stardtomodels, our star whi conditions as required, conditionsthe asfollowing required,options the following are also options available. are also available. 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CALGARYCALGARY PIPE PLANT PIPE PLANT W,KE ΈϰϬϯΉ ϮϵϮͳϵϮϯϲ W,KE ΈϰϬϯΉ ϮϵϮͳϵϮϯϲ & y ΈϰϬϯΉ ϮϱϱͳϮϲϳϳ & y ΈϰϬϯΉ ϮϱϱͳϮϲϳϳ > Ideal for>industrial Ideal for or industrial residential or residential sites with established sites with established All Taxes All freight Taxescharges freight extracharges extra PreCastPreCast Pipe Pipe PreCastPreCast Box Box infrastructure. infrastructure. Construction Construction Construction Construction Please callplease your local call your Lafarge local Pipe Lafarge representative Pipe representative for pricingfor pricing Reliable Reliable easy easy Larger volumetolength Larger volumetolength based on individual based on individual project requirements. project requirements. to installto install ratio allows ratiofor allows treatment for treatment 9 in a smaller in a footprint smaller footprint 0 PHONE: (0) 99500 FAX: (0) 55677 9

STORMCEPTOR www.stormceptor.com Our stard design for most stormwater treatment applications, the Inline is available in a variety of sizes shapes, as outlined below. A full set of PDF drawings are available online for both single inlet multi inlet varieties of each model at www.lafargena.com/pipe under the section of the Products page. STC Model Sediment Capacity (m ) Hydrocarbon Capacity STC [EOS] (L) Depth from outlet invert to base (m) Heaviest Component (kg) STC00 0.6 00 [66].5 00mm x.m (,00) STC750 0.588 95 [,80].5 800mm x.m (7,00) STC000 0.708 95 [,5].8 800mm x.m (7,00) STC500.069 95 [,5].8 800mm x.m (7,00) STC000.589,890 [5,55].8 800mm x.m (7,00) STC000.9,890 [6,70].7 800mm x.m (7,00) STC000.978,60 [7,585]. 000mm x.m (9,900) STC5000.65,60 [9,55].0 000mm x.m (9,900) STC6000.6,60 [,90].7 000mm x.m (9,900) STC9000 6.5 0,555 [9,00]. 00mm x.m (,00) STC0000 7.96 0,555 [,865].0 00mm x.m (,00) STC000 9.89 0,555 [9,75].7 00mm x.m (,00) Notes:. Call for sizing assistance. The drainage area, imperviousness (or runoff coefficient), flow control required treatment level need to be provided.. Call for pricing. In addition to the concrete material, the price will include a frame cover as well as nitrile gaskets for all joints.. More hydrocarbon storage volume is available with the Extended Oil Storage (EOS) units. Please call for more information.. The heaviest component is not necessarily the largest diameter component. For more information on the system, including pricing, site design, or sizing, or to arrange a lunch learn session at your office, please contact your local Lafarge Pipe representative. PHONE: (0) 99500 FAX: (0) 55677

JELLYFISH www.imbriumsystems.com The Jellyfish filtration system takes total suspended solids capture to the next level far beyond that of an oil/grit separator. The Jellyfish Filter (patent pending) is an engineered stormwater quality treatment technology featuring unique membrane filtration in a compact stalone treatment system. The unit consists of a fiberglass disc that holds a series of sediment filters is housed by concrete manhole components, similar to the system. Each lightweight Jellyfish Filter cartridge consists of multiple membraneencased filter elements attached to a cartridge head plate. > POLLUTANT REMOVAL: TSS 85% Total Phosphorus 60% Total Nitrogen 50% Total Metals >50% Turbidity <5 NTU Trash 00% > PRETREATMENT Traps oil, trash debris outside the filtration zone. Coarse particles settle to the sump. Separator skirt protects the cartridge from floatable contamination. > FILTRATION Membrane filtration tentacles capture fine particles as small as microns. Removes a high percentage of particulate bound pollutants including nutrients, metals, hydrocarbons bacteria. High surface area membranes ensure long lasting treatment. > SELFCLEANING During filtration, vibrational pulses dislodge sediment from the membrane surfaces. After every storm peak, filtered water backwashes membrane filtration tentacles. Sediment is continuously removed from the tentacles by gravity. > FEATURES High surface area, high flow rate membrane filtration. Highest treatment flow rate per cartridge (up to 80 gpm or 5 L/s). Low head loss (typically 8 inches (57mm) or less). Particles as small as microns. Light weight selfcleaning cartridges. > BENEFITS Long lasting effective stormwater treatment. Fewer cartridges required, lower cost & easier maintenance. Design is compatible with all piping systems Superior pollutant capture. Easy maintenance & low lifecycle cost. FOR MORE INFORMATION ON THE JELLYFISH FILTRATION SYSTEM, INCLUDING PRICING, SITE DESIGN, OR SIZING, OR TO ARRANGE A LUNCH AND LEARN SESSION AT YOUR OFFICE, PLEASE CONTACT YOUR LOCAL LAFARGE PIPE REPRESENTATIVE. PHONE: (0) 99500 FAX: (0) 55677

INDUSTRIAL SOLUTIONS Are you an engineer designing a large scale project? Lafarge Industrial Solutions can be applied to a variety of oil gas, power, mining operations, including the construction or upgrading of: Oil Gas Processing Plants InSitu Heavy Oil/SAGD Facilities Gas Treatment Facilities Oil Gas Batteries Compression Stations Renewable Energy Facilities Lafarge Pipe designs manufactures a wide range of precast underground infrastructure components, including: > Concrete Pipe (00 to 000 mm diameter) > Box Culverts (00x600 mm to 000x000 mm) > Manhole Catch Basin Components Precast concrete pipe box sections are an engineered product that can be designed to suit nearly any installation condition, including deep fills, shallow fills, heavy equipment loading. INDUSTRIAL SOLUTIONS PHONE: (0) 99500 FAX: (0) 55677

THE CONCRETE PRECAST ADVANTAGES Precast concrete is recognized for its performance on large, complex, fasttrack projects. Lafarge offers new applications benefits to resolve evolving challenges. From preconstruction engineering through design installation,lafarge provides innovative solutions in design, scheduling, manufacturing especially when budgets / or time are critical. Precast concrete boasts the following advantages: Inclusive Design Service Lafarge s engineering department designs precast structures, issues stamped drawings quality control reports at no additional cost to precast product, if required. Sustainablity Precast concrete offers a number of benefits that make it environmentally friendly, a growing need as the Leadership in Energy Environmental Design (LEED) criteria become more popular. Precast concrete s energy effiency, recyclability, reusability along with minimal waste in the precast plant on the jobsite are keys to meeting environmental stards that are gaining client interest. High Quality Throughout our organization, quality is a paramount. Our quality professionals are involved throughout a product s life cycle to ensure components are produced with uniform consistency. Lafarge s pipe products are certified by Prequalification Plant Program (PPP), supported by Ontario Concrete Pipe Association (OCPA), providing thirdparty quality assurance to the products manufactured at all of our facilities across Western Canada. Schedule Solutions Fabrication of precast elements during permitting /or site preparation saves time resulting in fast, efficient construction regardless of weather conditions. Owners designers that use Lafarge s custom solutions can rely on a shortened project timetable remove a significant amount of labour from the job site as compared to castinplace alternatives. Low Maintenance Precast concrete construction solutions use high quality durable materials that require less maintenance than structures constructed with other materials. Precast s inherent fire resistance eliminates the messy timeconsuming fireproofing required for a steel structure the need to repair damage to fireproofing caused by other trades. Cost Assurity Because of precast concrete tightly controlled production process, costs can be more accurately estimated early in the design process, are not subject to labour variability. Changes during design development can be quickly reassessed by Lafarge s engineering departments to verify that estimates remain stable. The contractor, owner, design team are assured that project budgets remain sound. PHONE: (0) 99500 FAX: (0) 55677

HANDLING AND INSTALLATION GUIDELINE Concrete Pipe Hling Although each shipment of pipe is blocked tied down by the hauler, inspect each pipe shipment upon arrival before unloading. Set aside damaged pipe 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 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 performed bulk mastics should be kept clean, away from oil, grease, excessive heat out of the sun. Gaskets are made so that a percise volume of rubber is used from each joint, to provide long lasting, tight flexible joint. Oring gaskets for ASTM C76 & C6 pipe require a lubricant for proper installation. See Gasket Installation on the following page for gasket lubrication procedures. Do NOT transport pipe over uneven ground using lift anchors this dynamic loading may cause damage to the lift anchor 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 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 to maintain concentricity until the gasket is properly positioned. Once the bell spigot have been carefully aligned, the pipe must be homed with a direct thrust not moved from side to side as it enters the bell. Proper homing can be achieved as shown or with blocks lever bars, or mechanical comealongs suitably braced to ensure even entry into the bell. Back hoes tractors are NOT recommended for this purpose. If the bell spigot are not carefully aligned, the gasket will be displaced causing a leak or splitting of the bell. PHONE: (0) 99500 FAX: (0) 55677 5 INSTALLATION GUIDELINE

CONCRETE PIPE INSTALLATION PROCEDURES CONCRETE PIPE INSTALLATION PROCEDURES CONCRETE PIPE INSTALLATION PROCEDURES Transporting, Lowering Placing Pipe in Trench CONCRETE Transporting, Pipe is is PIPE laid into INSTALLATION position Lowering using the Pipe PROCEDURES Laying Placing Sling its Pipe in Trench symmetrical mode. They are lowered into the trench close to the Pipe previous is is laid pipe into laid. position using the Pipe Laying Sling in in its > symmetrical TRANSPORTING, mode. They LOWERING are lowered AND into PLACING the trench PIPE close to the previous The pipe pipe may laid. be prevented from rolling laterally by partial IN TRENCH The pipe may be prevented from rolling laterally by partial Pipe is is laid in Pipe into is is position laid into using position the Pipe using Laying the Sling Pipe in Laying its symmetrical mode. They are lowered into the trench close to the previous pipe Sling laid. 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 The pipe may be prevented from rolling laterally by partial backfilling. Transporting, Lowering Placing Pipe in Trench Joining Pipe > JOINING PIPE Joining Pipe The long leg of the Pipe Laying Sling is is attached to the the way farthest on the anchor clevis link on the provided. previously laid pipe. The the free way leg on is is the attached clevis link out provided. of the way on the clevis Joining laid pipe. Pipe This will properly align the direction of pull. link provided. The long leg of the Pipe Laying Sling is is attached to the farthest anchor on the previously laid pipe. The free leg is is attached out of The long leg of the Pipe Laying Sling is is attached to the farthest anchor on the previously laid pipe. The free leg is is attached out of Locate the center of lift over the closest anchor of the previously Locate the center of lift over the closest anchor of the previously The long is laid The leg pipe. of the This pulled Pipe Laying will properly into position Sling is align by attached the slowly direction raising to the farthest of pull. boom on the anchor crane on Locate the or previously backhoe the center laid without of pipe. lift moving The over free the leg boom closest is is attached forward anchor out backward. of of the way The the on pipe the previously is is clevis pulled link into laid provided. position pipe. This by slowly will properly raising the align boom the on the crane or backhoe without moving the boom forward or backward. Locate the direction center of of lift pull. over the closest anchor of the previously laid pipe. This will properly align the direction of pull. The pipe is is pulled into position by slowly raising the The pipe is is pulled into position by slowly raising the boom on the crane or backhoe boom on without the crane moving or the backhoe boom forward without or backward. moving the boom forward or backward. Releasing the Load Releasing the Load When the pipe has been pulled into position, the load is is released the Pipe Laying System is is moved to the next pipe, the process is is repeated. > When RELEASING the pipe has THE been LOAD pulled into position, the load is is released the Pipe Laying System is is moved to the next pipe, the Warning: process Anchors is is repeated. can become overloaded fail if if the crane or backhoe continues to apply load after the connection has been When completed. the pipe has been pulled into position, the load is is released the Pipe Laying System is is Releasing Warning: Anchors the Load can become overloaded fail if if the crane or backhoe continues to apply load after the connection has is been When moved completed. hling to the precast next pipe, concrete elements, the process extreme is repeated. care should When the be pipe taken has to ensure been pulled that impact into position, or dynamic the load loads is is are released kept to a the Pipe Laying System is is moved to the next pipe, the process When Warning: is if minimum. is hling repeated. Anchors precast can concrete become elements, overloaded extreme care fail should if the crane or backhoe continues to apply load Impact or dynamic loads can greatly increase the applied be taken to ensure that impact or dynamic loads are kept to a Warning: load Anchors after to the the can anchors. connection become overloaded has been completed. fail if if the crane or backhoe continues to apply load after the connection has minimum. Impact or dynamic loads can greatly increase the applied been completed. load Failure When to the to hling observe anchors. the precast above concrete warnings elements, may lead to extreme property When hling damage, Failure care to should precast personnel observe be concrete the taken injury above elements, to death. warnings ensure extreme that may impact care lead to should or property be taken to ensure that impact or dynamic loads are kept to a damage, dynamic personnel loads are injury kept to death. a minimum. Impact or minimum. Impact or dynamic loads can greatly increase the applied load to the dynamic anchors. loads can greatly increase the applied load Failure to to observe the anchors. the above warnings may lead to property damage, personnel Failure to injury observe the death. above warnings may lead to property damage, personnel injury death. All All Taxes freight charges extra All All Taxes freight charges extra 6 PHONE: (0) 99500 FAX: (0) 55677 All All Taxes freight charges extra

GASKET INSTALLATION PIPE Gasket Installation SelfLube > Gasket SELFLUBE Gasket GASKET Wedge Wedge Gasket Gasket > WEDGE 00000mm GASKET Pipe Pipe > ORing ORing Gasket ORING Gasket GASKET 5000mm Pipe Pipe 950mm 950mm Pipe Pipe 0075mm Pipe Pipe C6 C6 Pipe Pipe Gasket Gasket Spigot Spigot Gasket Gasket Spigot Spigot Gasket Gasket Spigot Spigot Carefully Carefully clean clean all dirt all dirt foreign foreign substances foreign substances substances from the from the the jointing from jointing surface the surface jointing of the of of bell the the or bell or or groove groove end of end pipe. of of pipe. surface of the bell or groove end of pipe. Carefully Carefully clean clean all dirt all all dirt foreign substances foreign foreign substances from substances the from jointing the from the the surface jointing jointing of surface the surface bell of the or of of groove bell the the or bell end or or groove groove end of end pipe. of of pipe. of pipe. Lubricate Lubricate bell jointing bell jointing surface liberally. surface surface liberally. Use a liberally. brush, Use ause cloth, aa sponge brush, brush, cloth, or gloves cloth, sponge to sponge cover or or entire or inside gloves gloves surface. to cover to to Only cover entire approved entire inside inside surface. surface. Only approved Only approved lubricant should be used. lubricant lubricant should should be used. be be used. Carefully Carefully clean clean spigot spigot or or or tongue or tongue end of end pipe, end of of of pipe, pipe, including including the gasket the the the gasket recess. recess. recess. Carefully Carefully clean clean spigot spigot or tongue or or end tongue of tongue pipe, end of including end pipe, of of pipe, the gasket recess. including including the gasket the the gasket recess. recess. Lubricate Lubricate the spigot the the spigot or tongue or or end tongue of tongue pipe, end of especially end pipe, of of pipe, the gasket especially especially the gasket the the gasket recess. recess. recess. Lubricate Lubricate the gasket the the gasket thoroughly thoroughly thoroughly before before it is placed it it is is placed before it is placed on the spigot or on the on on spigot the the spigot or tongue. or or tongue. tongue. Align Align bell bell spigot spigot of pipes of of pipes to be of to jointed. to be pipes be jointed. to Before be jointed. Before homing homing the joint, Before the the check joint, homing check that the that the the gasket gasket is in is contact is in in contact with the with the the joint, check that the entry taper entry taper around around the entire the the entire gasket circumference. is in Make contact Make sure sure pipe with is pipe aligned. the is is aligned. entry taper around the entire circumference. Make sure pipe is aligned. Fit the Fit Fit gasket the the gasket carefully. carefully. Equalize the Equalize rubber Equalize the gasket rubber the the stretch rubber gasket gasket by stretch running stretch by running a by smooth, by running a smooth, round a a smooth, object, round round object, inserted object, inserted between inserted gasket between between gasket gasket spigot, spigot, around spigot, around the entire around the the entire the entire circumference circumference several several times. times. Align bell Align bell spigot spigot of pipes of of pipes to be to be jointed. to jointed. to be be Before jointed. homing Before homing the joint, the joint, the check the check joint, that check that the the gasket that the theis gasket gasket is in is contact is in in contact with the with the the in contact with the entry taper entry taper entry taper around around the entire the the entire around circumference. the entire Make circumference. Make sure sure Make pipe is sure pipe aligned. is pipe is aligned. is aligned. CALGARY PIPE PLANT All Taxes All All Taxes freight freight charges charges extra extra 5 5 PHONE: (0) 99500 FAX: (0) 55677 7

BOX CULVERT HANDLING How to Hle Set Concrete Box Sections > HOW TO HANDLE AND SET CONCRETE BOX SECTIONS As with lifting any concrete element, special care should be taken by As the with driver lifting of the any placement concrete vehicle element, to ensure special that care the impact or dynamic should How loads be to taken are Hle reduced by the driver to a minimum. of Set the Concrete placement Impact of dynamic Box loads can greatly Sections overload the anchors cause failure. vehicle to ensure that the impact or dynamic loads are Load As must with be lifting applied any to concrete all anchors element, simultaneously. reduced to a minimum. Impact of dynamic special loads care should can be taken by the driver of the placement vehicle to ensure that the impact or greatly dynamic overload loads the are anchors reduced to a minimum. cause failure. Impact of dynamic loads Load can must greatly be overload applied the to all anchors anchors simultaneously. cause failure. Load must be applied to all anchors simultaneously. Direction of Lift Direction of Lift Vertical Vertical Spreader Bar 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 > CORRECT METHOD FOR PULLING BOX SECTIONS TOGETHER To pull the box section into position, the long leg of To pull the box section into position, the long leg of the lift sling is coupled to the previously the lift sling is coupled to the previously placed box section. placed The box free section. short The leg is free hung short into the leg hook is hung into the hook provided Direction for this purpose. Vertical provided Correct for this purpose. Method for Pulling Box Sections Together of Lift Ensure that the top guide pulley of the crane is over Ensure the To outer pull that lifting the box top anchor guide section pulley of into the position, of previously the crane the long is placed over leg of the outer the lift lifting sling anchor is coupled of the to previously the previously placed placed box box section box section section. so that so The the that free direction the direction short leg of pull is hung is slightly of pull into the inclined is slightly hook Direction Vertical towards inclined provided the towards placed for this box the purpose. section. placed box section. of Lift Warning: Ensure The that anchors the top can guide can be be pulley overloaded of the crane fail is fail over if the the crane outer continues lifting anchor to pull of on the the previously sling after placed the if the crane continues to pull on the sling after box the connection section is so complete. that the direction of pull is slightly inclined connection is complete. towards the placed box section. Warning: The anchors can be overloaded fail if the crane continues to pull on the sling after the connection is complete. Direction This Box Section Does Not Move This Box Section Does Not Move of Box Section Movement Spreader Bar Spreader Bar 8 6 PHONE: (0) 99500 FAX: (0) 55677 6 All Taxes freight charges extra All Taxes freight charges extra

CATCHBASIN AND MANHOLE HANDLING Lifting Eye Installation Lifting Eye Installation > LIFTING EYE INSTALLATION Extended Lip Extended Lip Direction of Lift Direction of Lift Notes: Direction of extended lip should be in the direction of the lift. Note: Direction of extended lip should be in the direction of the lift. Note: Direction of extended lip should be in the direction of the lift. > How HOW TO to USE Use THE the UNIVERSAL Universal LIFTING Lifting EYE Eye How to Use the Universal Lifting Eye Side View Side View Spreader Bar Spreader Bar Side View Side View Side View Side View A = Minimum A Edge = Minimum Distance Edge Distance Two typical each side Two typical each side Top View Top View Lift Anchors Lift Anchors Top View Top View Note: Load must be applied simultaneous to all Swift Lift Anchors in order to safely lift product. Note: Notes: Load must be be applied applied simultaneous to all Swift to all Lift Swift Anchors Lift in Anchors order to safely in order lift product. to safely lift product. All CALGARY Taxes freight PIPE PLANT charges extra All Taxes freight charges extra PHONE: (0) 99500 FAX: (0) 55677 7 7 9

CATCHBASIN AND MANHOLE HANDLING Typical Applications > TYPICAL APPLICATIONS Base/Extension Base/Extension > Strip Strip Lift > Lift Set > Set Base/Slab/Lid/Roof Roof > Strip Strip > Hle Hle Set > Set Base/Extension/Roof Roof > Strip Strip > Lift Hle Set > Set 8 All Taxes freight charges extra 0 PHONE: (0) 99500 FAX: (0) 55677

LAFARGE PIPE emanuel Launched in 0, this online resource represents an innovative marketing tool designed to better communicate the key design considerations involved in specifying concrete pipe precast concrete drainage materials. The emanual can be found at www.lafargena.com/pipe The Lafarge Pipe emanual is a living document designed to be a onestop shop for all concrete pipe precast concrete drainage structures offered by Lafarge, both across Western Canada in specific market areas. Underground construction is an industry that involves a number of key stakeholders a variety of alternatives that can change from project to project. It is especially important in light of federal, provincial, municipal specifications codes that our industry remain well informed technically knowledgeable concerning underground infrastructure. The purpose of the emanual is to accomplish this goal. We hope you find this manual an asset in designing constructing quality underground projects. Lafarge Pipe designs manufactures a wide range of precast underground infrastructure components, including: > Concrete Pipe > Box Culverts > Manhole Catch Basin Components > (Oil/Grit Separators) Lafarge Pipe is based in Western Canada with offices in Calgary, Edmonton Winnipeg. For a list of complete product offerings, please download the most up to date Lafarge Pipe Catalogue for your market area through the links provided at www.lafarge_na.com/pipe. PHONE: (0) 99500 FAX: (0) 55677

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