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Prologis Park-160927Submittal Transmittal Park 121 Bldgs 3 & 6 Project # 16037N 220 North Freeport Parkway Coppell, TX 75019 Tel: Fax: Date: 9/27/2016 Reference Number: 0002 Transmitted To: Transmitted By: Kyle Gallagher David Meinhardt Meinhardt & Associates Architects, PLLC MYCON General Contractors, Inc. 14643 Dallas Parkway Suite 636 Dallas, TX 75254 Tel: (972) 980-8980 208 E Louisiana St., Ste. 200 McKinney, TX 75069 Tel: (972) 529-2444 Fax: (972) 232-2868 Submittal Package No Description Due Date Package Action Qty Utilty Submittal Package - Buildings 3 & 6 002 - 02100 - 00 4 Transmitted For Delivered Via Tracking Number Email Approval Notes Item Action Items Description Qty 001 Utilites Mix Designs 002 Detector Check Vault - Bldgs 3 & 6 003 Storm Drainage Product Data - Bldgs 3 & 6 004 Water & Sanitary Sewer Product Data - Bldgs 3 & 6 Contact Name Copies Notes Company Name Cc: Remarks Please see the attached utility submittal package for your review. Prolog Manager Printed on: 9/27/2016 Mycon2016 Page 1 SITE UTILITIES MATERIAL SUBMITTAL PROJECT: Prologis Park 121 Coppell, Texas CONCRETE MIX DESIGNS Submitted By: CalHar Construction, Inc. 2138 CalHar Drive Melissa, TX 75454 Date: September 15, 2016 SHOP DRAWING REVIEW 09/27/2016 THE CHECKING OF THESE SHOP DRAWINGS, BROCHURES, AND/OR SUBMITTED DATA DOES NOT RELIEVE THE SUBCONTRACTOR AND/OR VENDOR WITH THE COMPLIANCE TO THE CONTRACT DOCUMENTS. CHECKED & RECOMMENDED RECOMMENDED AS NOTED REVISE & RESUBMIT REJECTED BY: MYCON General Contractors 208 E. Louisiana St., Suite 200 McKinney, Texas 75069 972.529.2444 DATE: X K Gallagher MATERIAL SUBMITTAL INDEX Prologis Park 121 A. CONCRETE MIX DESIGNS: 1. Mix# 10J11501 – 3,000 psi…Thrust Blocks at Fittings 2. Mix# 10L11504 – 4,000 psi…Paving Replacement 3. Mix# 50L11504 – 4,000 psi…Cast-In-Place Sanitary Sewer Manholes and Storm Drain Structures 4. Mix# G0L10001 – 6 Sack Grout….Grouted Rock Rip Rap (Not all mix designs submitted are currently scheduled to be used in this scope. However, they have been submitted to have them approved in case they are needed) THE NEW RESOURCE FOR THE CONSTRUCTION INDUSTRY Redi-Mix Concrete, L.LC a US Concrete Company The Technical Service Department 331 North Main St. Euless, TX 76039 Office: (817) 835-4100 RedimixQC@us-concrete.com www.us-concrete.com September 13, 2016 To: CalHar Construction Inc Project: Prologis 121 - Coppell RE: Submittal Provisions Enclosed you will find the necessary submittal documents for the referenced project above for your review. Redi-Mix’s strength guarantee per ASTM C94 will not be effective unless the field sampling has been done per ASTM C172 and ASTM C31 and the laboratory testing fully complies with ASTM C39 and ASTM C1077. Redi-Mix will also guarantee the strength performance of the mix designs submitted for a concrete temperature between 55°F and 95°F provided the design plastic properties are not exceeded and the concrete is placed within 90 minutes of batch time. This concrete temperature range shall not supersede any more restrictive temperature specification. All concrete should be placed and cured with the appropriate ACI guidelines and recommendations for hot and cold weather concreting. Redi-Mix cannot be responsible for non-conformance of strength if cylinders are not cured per ACI 301, section 1.6.3.2.d. Hot weather concreting practices will require the purchaser to order ice and/or chilled water to meet concrete temperature specifications. The purchaser shall be responsible for precautions taken against excessive wind, heat and low humidity per ACI 305 guidelines. The purchaser shall assume responsibility for any concrete defects related to the finishing process (cracking, scaling, dusting, delamination, discoloration, etc.), which is beyond Redi-Mix’s control. This includes proper preparation, compaction and wetting of subgrade as well as proper spacing and depth of joints and rebar. During periods of cold weather, all concrete surfaces should be protected from freezing for at least the first 24 hours after placement to allow the concrete to attain a compressive strength of 500 psi. Should the purchaser elect not to order temperature control measures, the purchaser shall then assume all liability for costs associated with rejected concrete due to non-compliant concrete temperature. According to ACI 304.2R Section 4.2.1 “Placing Concrete by Pumping Methods”, the inside diameter of the hose should be a minimum of 3 times the maximum angular aggregate size of the concrete. (ASTM C33 allows #57LS to have up to 5% retained on the 1” sieve). It is recommended to minimize or eliminate the free fall of concrete to avoid loss of air content. Depending on boom configurations, alterations to the mix design may be required. With regard to pumped concrete, the various boom configurations, length of hose, line reductions and free fall distance are beyond Redi-Mix’s control and we therefore cannot be responsible for loss of air content or any costs associated with either rejected fresh concrete or the removal and replacement of hardened concrete due to non-compliant air content resulting from this or from placing concrete outside of the slump range specified on the mix design. We thank you for allowing us to submit these documents for your review. Please copy Redi-Mix with the approved submittal. The approved submittal allows Redi-Mix to review any notes, comments or exceptions made by the engineer or owner relating to the specification. Failure to notify us prior to first placement shall constitute acceptance of the submitted mix designs and submittal provisions. Please order by mix number when scheduling concrete delivery. We request that Redi-Mix be added to the list of names receiving copies of testing laboratory information for this project. ASTM C94 entitles a manufacturer to receive copies of all test reports when strength of concrete is used as a basis for acceptance. This information is another tool for Redi-Mix to review and monitor the quality and performance of the concrete product delivered. In the event of limited material availability, substitution of a similar performing material may be required. All substituted materials will meet the appropriate ASTM requirements. In order to maintain the required mix volume, weights of individual materials may be varied to accommodate different material specific gravities. Material certifications for substituted materials are available upon request. The information within this submittal is confidential and the exclusive property of Redi-Mix. It shall not be disseminated to third parties without written permission from Redi-Mix Concrete. Please contact Technical Services with any questions at (817) 835-4077. Respectfully, Daniel Jeray Technical Services Manager 259 Martin Marietta, MidlothianASTM C150 Type l/ll Cement ASTM C33 No. 57 LS Redi-Mix ConcreteASTM C33 Fine Aggregate Mix Number: 10J11501 .1 470 1 0 31825 3 0-5 31 BASF Pozzolith322 / MasterSet R 300ASTM C494 A&D NRWR / B&D NRWR Retarder ASTM C94 Water lb lb oz/cwt Specified Slump 4 Specified Air Percent:1.5 +/- 1.5%+/- 1" 2.39 0.00 11.21 4.14 1443 0.41 Material Source Quantity Vol (ft^3) Entrapped Air lb gal 8.86 Total Volume:27.00 Martin Marietta, Chico Plant No.: Project: Prologis 121 - Coppell Usage:Thrust Blocks at Fittings Wet Unit Weight: 148.0 lb/ft^3 Notes:Please make sure that redimixqc@us-concrete.com is on the list to receive break reports. Admixtures may be adjusted, depending on ambient conditions, at time of placement. Design w/(c+p) ratio: 0.55 The use of an EF Technology mix design will reduce the amount of CO2 entering the atmosphere, thereby reducing potential global warming. "Your Project, Our World" Strength:3000 Description:5 SK NR/NA psi @ 28 days Saturated Surface Dry Weights Per Cubic Yard Customer:CalHar Construction Inc Date:9/13/2016 Redi-Mix Concrete, L.P. A US-Concrete Company 331 N.Main St Euless, TX 76039 Technical Service: (817)-835-4187 Dispatch: (817) 835-4020 E-mail: redimixqc@us-concrete.com www.us-concrete.com THE NEW RESOURCE FOR THE CONSTRUCTION INDUSTRY This mix has been designed to meet the requirements of this project based on the information sent to Redi-mix Concrete. It is the responsibility of the purchaser to determine whether this mix design meets project specifications and is appropriate for the anticipated environment conditions. The specified strength guarantee per ASTM C94 will not be effective unless field sampling has been done per ASTM C172 and ASTM C31 and the laboratory fully complies with ASTM C39 and ASTM C1077. In the event of limited material avaliability, substitution of a similar performing material may be required. All substituted materials will meet the appropriate ASTM requirements. In order to maintain the required mix volume, weights of individual materials may be varied to accommodate different material specific gravities. Material certifications for substituted materials are avaliable upon request. All Redi-Mix Concrete mix designs are proprietary and confidential. The information contained in this submittal is only intended for parties associated with this project to validate the mix design materials, properties and its performance. Use of this submittal for other purposes without permission or consent from Redi-Mix Concrete is strictly prohibited. STRENGTH PERFORMANCE REPORT REDI-MIX LABORATORY 201 WEST EULESS BLVD EULESS, 76040 Tel: 817-835-4077 Period : Mix :10J11501 08 Sep 2014 23 Apr 2016To 3000 Specified Strength Average Strength Standard Deviation Corrected CofV ACI Running Average of 3 Criteria ACI Standard Deviation Criteria 4890 0 0 Yes Yes 28 Day Required Strength 4200 Compressive Test Number of Tests 13 Air Content % Concrete Temp deg F Slump in Air Temp deg F 7D Str psi 28D Str psi Count Average STDEV COV% Range Min Range Max 13 13 13 13 13 13 2.01 69 4.85 57 3950 4890 0.59 13 0.24 19 760 690 29.4 18.2 5.0 32.6 19.1 14.1 1.10 50 4.25 34 2660 3750 3.00 91 5.00 91 4890 5810 Air Content % Concrete Temp deg F Slump in Air Temp deg F 7D Str psi 28D Str psi 4/23/2016 16002127 4/1/2016 16001445 3/29/2016 16001447 3/28/2016 16001461 3/4/2016 16002209 2/18/2015 98944484 90543095 4049414 12/16/2014 67476904 9449762 10/16/2014 16731435 78815340 9/8/2014 85953746 Date Sample 1.70 79 4.75 82 3320 4180 1.60 58 5.00 55 4470 5350 1.70 66 5.00 61 4110 5150 1.90 73 4.75 64 4710 5340 1.50 74 5.00 52 3160 4580 1.90 59 5.00 39 2660 3820 2.60 54 4.25 36 4890 5600 2.50 50 5.00 34 4460 5490 2.40 66 5.00 45 4650 5810 3.00 61 4.50 39 4480 5420 2.80 84 4.75 77 4040 4640 1.10 81 5.00 68 3510 4480 1.40 91 5.00 91 2870 3750 Date : 17/26/2016 Page 1 of 259 Martin Marietta, MidlothianASTM C150 Type l/ll Cement ASTM C33 No. 57 LS Redi-Mix ConcreteASTM C33 Fine Aggregate Mix Number: 10L11504 .1 564 1 0 31825 3 0-5 30 BASF Pozzolith322 / MasterSet R 300ASTM C494 A&D NRWR / B&D NRWR Retarder ASTM C94 Water lb lb oz/cwt Specified Slump 4 Specified Air Percent:4.5 +/- 1.5%+/- 1" 2.87 0.00 11.21 4.00 1277 1.08 Material Source Quantity Vol (ft^3) ASTM C260 Air Entrainment BASF AE90/*Fritz SuperAir Plus oz/cwt lb gal 7.84 Total Volume:27.00 0-4 Martin Marietta, Chico Plant No.: Project: Prologis 121 - Coppell Usage:Paving Wet Unit Weight: 145.0 lb/ft^3 Notes:Please make sure that redimixqc@us-concrete.com is on the list to receive break reports. Admixtures may be adjusted, depending on ambient conditions, at time of placement. *Air Entrainment may be adjusted using Fritz Super Air Plus Design w/(c+p) ratio: 0.44 The use of an EF Technology mix design will reduce the amount of CO2 entering the atmosphere, thereby reducing potential global warming. "Your Project, Our World" Strength:4000 Description:6 SK NR/NA psi @ 28 days Saturated Surface Dry Weights Per Cubic Yard Customer:CalHar Construction Inc Date:9/13/2016 Redi-Mix Concrete, L.P. A US-Concrete Company 331 N.Main St Euless, TX 76039 Technical Service: (817)-835-4187 Dispatch: (817) 835-4020 E-mail: redimixqc@us-concrete.com www.us-concrete.com THE NEW RESOURCE FOR THE CONSTRUCTION INDUSTRY This mix has been designed to meet the requirements of this project based on the information sent to Redi-mix Concrete. It is the responsibility of the purchaser to determine whether this mix design meets project specifications and is appropriate for the anticipated environment conditions. The specified strength guarantee per ASTM C94 will not be effective unless field sampling has been done per ASTM C172 and ASTM C31 and the laboratory fully complies with ASTM C39 and ASTM C1077. In the event of limited material avaliability, substitution of a similar performing material may be required. All substituted materials will meet the appropriate ASTM requirements. In order to maintain the required mix volume, weights of individual materials may be varied to accommodate different material specific gravities. Material certifications for substituted materials are avaliable upon request. All Redi-Mix Concrete mix designs are proprietary and confidential. The information contained in this submittal is only intended for parties associated with this project to validate the mix design materials, properties and its performance. Use of this submittal for other purposes without permission or consent from Redi-Mix Concrete is strictly prohibited. STRENGTH PERFORMANCE REPORT REDI-MIX LABORATORY 201 WEST EULESS BLVD EULESS, 76040 Tel: 817-835-4077 Period : Mix :10L11504 26 Oct 2015 10 Jun 2016To 4000 Specified Strength Average Strength Standard Deviation Corrected CofV ACI Running Average of 3 Criteria ACI Standard Deviation Criteria 5540 460 8.3 Yes Yes 28 Day Required Strength 4620 Compressive Test Number of Tests 30 Air Content % Concrete Temp deg F Slump in Air Temp deg F 7D Str psi 28D Str psi Count Average STDEV COV% Range Min Range Max 30 30 30 30 29 30 4.26 76 4.68 66 4360 5540 0.63 12 0.74 14 680 460 14.9 15.9 15.8 21.1 15.7 8.2 3.00 54 3.00 36 2290 4880 5.70 93 6.00 91 6220 6850 Air Content % Concrete Temp deg F Slump in Air Temp deg F 7D Str psi 28D Str psi 6/10/2016 16002252 5/31/2016 16002253 16002255 5/24/2016 16002256 16002257 16002258 5/13/2016 16001229 5/10/2016 16001217 5/4/2016 16000789 2/19/2016 22957911 2/16/2016 16001310 2/15/2016 74272983 2/8/2016 82732936 2/5/2016 90536251 1/27/2016 16000930 1/12/2016 28494751 12/23/2015 22059458 12/21/2015 19426821 12/7/2015 33429244 33977635 59198541 11/20/2015 39774964 11/19/2015 16001807 11/4/2015 64705145 10/27/2015 14857491 16001913 16001914 10/26/2015 52109167 86781238 68712701 Date Sample 3.40 88 5.00 81 4120 5320 4.00 88 5.00 82 6220 6850 3.60 90 5.00 82 5680 6410 4.90 93 5.00 73 4270 5050 4.00 90 5.50 73 4050 4950 3.00 91 3.00 72 4720 5630 4.00 85 5.50 68 4790 5040 3.20 89 5.00 91 4330 5660 3.30 80 4.50 82 3910 5060 3.90 73 3.00 68 4280 5950 4.20 75 5.00 71 4540 5500 3.80 64 4.00 61 3880 5240 4.00 54 4.00 45 2290 5890 4.00 55 3.50 36 4590 5730 4.30 58 4.25 50 4970 6210 4.80 57 5.00 57 4440 5860 5.00 81 4.50 75 4870 5750 4.10 72 5.00 70 4460 5570 4.60 63 4.75 37 4150 5280 5.00 70 5.00 64 4450 5610 5.20 54 5.50 37 4800 5860 4.50 70 4.50 63 5460 5.70 72 6.00 68 3540 4910 4.50 86 3.50 81 4270 5570 4.50 81 5.50 66 3860 4880 5.20 78 5.25 62 3670 5110 4.00 77 5.25 59 4570 5670 4.30 79 4.25 70 4490 5080 4.60 81 4.50 72 4240 5580 4.10 81 4.75 73 3920 5580 Date : 18/1/2016 Page 1 of 259 Martin Marietta, MidlothianASTM C150 Type l/ll Cement ASTM C33 No. 57 LS Redi-Mix ConcreteASTM C33 Fine Aggregate Mix Number: 50L11504 .1 564 1 0 31825 3 0-5 29 BASF Pozzolith322 / MasterSet R 300ASTM C494 A&D NRWR / B&D NRWR Retarder ASTM C94 Water lb lb oz/cwt Specified Slump 3 Specified Air Percent:4.5 +/- 1.5%Max +1/-2.0 2.87 0.00 11.21 3.87 1299 1.08 Material Source Quantity Vol (ft^3) ASTM C260 Air Entrainment BASF AE90/*Fritz SuperAir Plus oz/cwt lb gal 7.97 Total Volume:27.00 0-4 Martin Marietta, Chico Plant No.: Project: Prologis 121 - Coppell Usage:CIP Sanitary Sewer Manhole & Storm Drain Structure Wet Unit Weight: 145.5 lb/ft^3 Notes:Please make sure that redimixqc@us-concrete.com is on the list to receive break reports. Admixtures may be adjusted, depending on ambient conditions, at time of placement. *Air Entrainment may be adjusted using Fritz Super Air Plus Design w/(c+p) ratio: 0.43 The use of an EF Technology mix design will reduce the amount of CO2 entering the atmosphere, thereby reducing potential global warming. "Your Project, Our World" Strength:4000 Description:6 SK NR/NA LOW SLUMP psi @ 28 days Saturated Surface Dry Weights Per Cubic Yard Customer:CalHar Construction Inc Date:9/13/2016 Redi-Mix Concrete, L.P. A US-Concrete Company 331 N.Main St Euless, TX 76039 Technical Service: (817)-835-4187 Dispatch: (817) 835-4020 E-mail: redimixqc@us-concrete.com www.us-concrete.com THE NEW RESOURCE FOR THE CONSTRUCTION INDUSTRY This mix has been designed to meet the requirements of this project based on the information sent to Redi-mix Concrete. It is the responsibility of the purchaser to determine whether this mix design meets project specifications and is appropriate for the anticipated environment conditions. The specified strength guarantee per ASTM C94 will not be effective unless field sampling has been done per ASTM C172 and ASTM C31 and the laboratory fully complies with ASTM C39 and ASTM C1077. In the event of limited material avaliability, substitution of a similar performing material may be required. All substituted materials will meet the appropriate ASTM requirements. In order to maintain the required mix volume, weights of individual materials may be varied to accommodate different material specific gravities. Material certifications for substituted materials are avaliable upon request. All Redi-Mix Concrete mix designs are proprietary and confidential. The information contained in this submittal is only intended for parties associated with this project to validate the mix design materials, properties and its performance. Use of this submittal for other purposes without permission or consent from Redi-Mix Concrete is strictly prohibited. STRENGTH PERFORMANCE REPORT REDI-MIX LABORATORY 201 WEST EULESS BLVD EULESS, 76040 Tel: 817-835-4077 Period : Mix :50L11504 11 Jun 2015 28 Apr 2016To 3750 Specified Strength Average Strength Standard Deviation Corrected CofV ACI Running Average of 3 Criteria ACI Standard Deviation Criteria 4400 680 15.4 Yes Yes 28 Day Required Strength 4820 Compressive Test Number of Tests 26 Air Content % Concrete Temp deg F Slump in Air Temp deg F 7D Str psi 28D Str psi Count Average STDEV COV% Range Min Range Max 26 26 26 26 26 20 3.94 85 3.48 81 4400 5490 0.42 11 0.44 13 660 530 10.8 13.2 12.5 16.5 14.9 9.7 3.00 55 3.00 36 3490 4810 4.90 95 4.00 99 6330 6940 Air Content % Concrete Temp deg F Slump in Air Temp deg F 7D Str psi 28D Str psi 4/28/2016 16000793 4/25/2016 16000641 2/19/2016 22957911 2/15/2016 74272983 2/8/2016 32824391 2/5/2016 90536251 11/4/2015 64705145 10/13/2015 63239125 10/2/2015 86982834 9/30/2015 15705357 9/14/2015 17329672 9/4/2015 84675178 9/1/2015 56562683 74866771 8/27/2015 6180361 8/18/2015 54236713 7/30/2015 65360118 7/28/2015 99268057 7/22/2015 60535666 7/20/2015 3728438 7/17/2015 68568436 97729712 7/13/2015 72578239 7/6/2015 1474394 6/25/2015 85245021 6/11/2015 22043136 Date Sample 3.60 80 3.00 76 6330 6940 3.00 83 3.00 79 5690 5360 3.90 73 3.00 68 4280 5950 3.80 64 4.00 61 3880 5240 3.90 57 4.00 57 4680 4.00 55 3.50 36 4590 5730 4.50 86 3.50 81 4270 5570 3.70 93 4.00 88 3760 4810 3.70 84 4.00 79 4180 5230 4.20 86 3.00 88 3490 4900 3.80 88 4.00 82 4340 5370 3.80 95 3.00 91 4200 5450 4.90 91 3.50 90 4110 3.70 93 3.00 90 5170 4.10 90 3.50 90 3770 4.40 88 3.00 91 4130 3.80 95 4.00 99 4160 5080 4.10 91 3.00 90 4530 5670 3.60 95 3.75 90 3860 5070 4.00 95 4.00 95 5300 6500 4.50 91 3.25 82 4060 4870 4.00 93 3.00 81 3940 5120 3.50 93 4.00 81 4480 5570 3.20 93 3.75 88 5090 5650 4.60 82 3.00 79 3720 4.20 88 3.75 82 4380 5670 Date : 17/19/2016 Page 1 of 259 Martin Marietta, MidlothianASTM C150 Type l/ll Cement Redi-Mix ConcreteASTM C33 Fine Aggregate Mix Number: G0L10001 .1 564 1 0 1 0 3 0-5 50 BASF Pozzolith322 / MasterSet R 300ASTM C494 A&D NRWR / B&D NRWR Retarder ASTM C94 Water lb oz/cwt Specified Slump Specified Air Percent:EntrappedN/A 2.87 0.00 0.00 6.67 2755 0.54 Material Source Quantity Vol (ft^3) Entrapped Air lb gal 16.92 Total Volume:27.00 Plant No.: Project: Prologis 121 - Coppell Usage:Grout for Rip Rap Wet Unit Weight: 138.4 lb/ft^3 Notes:Please make sure that redimixqc@us-concrete.com is on the list to receive break reports. Admixtures may be adjusted, depending on ambient conditions, at time of placement. Design w/(c+p) ratio: 0.74 The use of an EF Technology mix design will reduce the amount of CO2 entering the atmosphere, thereby reducing potential global warming. "Your Project, Our World" Strength:2000 Description:6 SK NR/EA psi @ 28 days Saturated Surface Dry Weights Per Cubic Yard Customer:CalHar Construction Inc Date:9/13/2016 Redi-Mix Concrete, L.P. A US-Concrete Company 331 N.Main St Euless, TX 76039 Technical Service: (817)-835-4187 Dispatch: (817) 835-4020 E-mail: redimixqc@us-concrete.com www.us-concrete.com THE NEW RESOURCE FOR THE CONSTRUCTION INDUSTRY This mix has been designed to meet the requirements of this project based on the information sent to Redi-mix Concrete. It is the responsibility of the purchaser to determine whether this mix design meets project specifications and is appropriate for the anticipated environment conditions. The specified strength guarantee per ASTM C94 will not be effective unless field sampling has been done per ASTM C172 and ASTM C31 and the laboratory fully complies with ASTM C39 and ASTM C1077. In the event of limited material avaliability, substitution of a similar performing material may be required. All substituted materials will meet the appropriate ASTM requirements. In order to maintain the required mix volume, weights of individual materials may be varied to accommodate different material specific gravities. Material certifications for substituted materials are avaliable upon request. All Redi-Mix Concrete mix designs are proprietary and confidential. The information contained in this submittal is only intended for parties associated with this project to validate the mix design materials, properties and its performance. Use of this submittal for other purposes without permission or consent from Redi-Mix Concrete is strictly prohibited. 60 0 0 Gr o u t , 5 0 g a l l o n s o f W a t e r , 0 % A s h Re p r e s e n t s M i x G 0 L 1 0 0 0 1 50 0 0 40 0 0 g t h , p s i 30 0 0 m p r e s s i v e S t r e n g 7 Days 14 Days 28 Days 10 0 0 20 0 0 C o m 0 10 0 0 2S K 3S K 4S K 5S K 6S K 7S K 8S K Chico Quarry 856 FM 2952 Chico, TX 76431 940-644-2759 Plant 54501-Chico Quarry Signature Product 2579-#57 Conc Agg Name/Title Ben Jones / Senior Qa/Qc Technician Period: 06/01/2016 - 07/05/2016 Report Date 07/05/2016 Procedure Sieve/Test Result Unit ASTM 57 2" (50mm) 100.0 % 1 1/2" (37.5mm) 100.0 % 100-100 1" (25mm) 97.3 % 95-100 3/4" (19mm) 80.2 % 1/2" (12.5mm) 44.9 % 25-60 3/8" (9.5mm) 26.7 % #4 (4.75mm) 5.7 % 0-10 #8 (2.36mm) 1.5 % 0-5 Pan 0.00 % SPGR (Dry,Gsb) 2.586 SPGR (SSD) 2.626 SPGR (Apparent,Gsa) 2.694 ASTM C 1260 Alkali Silica Reaction 0.10 14 day ASTM c 131 LA Abrasion (B,500) 27.6 % <40 C127 Absorption 1.5 % C29 Unit Wt (Loose) 91.6 C29 Unit Wt (Rodded) 98.4 tex 406 a Wash Loss (#200/75um) 0.8 % <1.5 Tex 411-A Micro-Deval 25 Tex 411-E Soundness (MgSO4) 14.1 % <18 Tex 612-J Acid Insoluble Residue 7.86 % StonemontQC BLENDED FINE AGGREGATE GRADATION 80 % Concrete Sand 20 % Manufactured Sand Source: REDI-MIX CONCRETE, PLANT 259 Product: Fine Aggregate, ASTM C33 Section 5.1 Sample Date:6/21/16 Report Date:8/9/16 Tested by:JAS Percentage ASTM SPEC'S TxDOT SPEC'S Sieve mm %Ret %Pass -- 1 1/2 38.10 0 100 -- 1 25.40 0 100 3/4" 19.00 0 100 100 100 1/2" 12.70 0 100 100 100 3/8" 9.51 0 100 100 100 #4 4.76 2 98 95-100 95-100 #8 2.38 12 88 80-100 80-100 #16 1.19 26 74 50-85 50-85 #30 0.60 45 55 25-60 25-65 #50 0.30 82 18 05-30 10-35 #100 0.15 98 2 0-10 0-10 Pan 100 0 -- #200 (Decant) 0.70 -10 - 3 0 - 3 F.M. 2.6 2.3 - 3.1 2.3 - 3.1 ABS% 0.70% S.G.2.63 Dry Rodded Weight (lbs./c.f.)87 Tex 203F S.E.%94% Voids 27 Tex 408A Organic Impurities Lighter Than Standard Tex 413A % Deleterious 0% Tex-612-J Acid Insolubility 0 Laboratory Manager Additional Properties Fritz-Pak Corporation • Mesquite, TX USA • Tel: 214-221-9494 • Fax: 214-349-3182 • www.fritzpak.com 43 ADVANTAGES • Reduces amount of concrete rejected due to low entrained air content • Super Air Plus is a premeasured dry material and will not freeze • Easily transported and dispensed • Improves concrete workability • Addition of Super Air Plus will not affect the water/cement ratio • Entrained air content may be easily adjusted prior to job site testing • Super Air Plus is packaged in water-soluble Fritz- Pak inner bags for convenient use at plant or job site. DESCRIPTION Fritz-Pak Super Air Plus is a dry powdered admix- ture, packaged in patented ready-to-use water-sol- uble bags or in bulk (50 lb bags). Super Air Plus is recommended for all types of air entrained concrete when an increase in entrained air content is neces- sary. Super Air Plus may also be used as a primary air-entraining admixture. Super Air Plus is compat- ible with all standard concrete admixtures. DIRECTIONS 1. If entrained air content is below the speciﬁ ed level, determine which Air Plus product is required. (See Recommended Dosage Rate). 2. Each Super Air Plus package is double bagged. Remove the protective outer bag and add the water- soluble Fritz-Pak inner bag to plastic concrete. The entire inner bag will easily dissolve. 3. Mix at high speed for 5 to 7 minutes to insure that the Super Air Plus is uniformly dispersed throughout the mix. 4. If entrained air content remains below speciﬁ ed levels, more Super Air Plus may be added. RECOMMENDED DOSAGE RATE FOR CONCRETE: Super Air Plus. For larger increases in entrained air content, use one 8-oz bag (227 g) of Super Air Plus to increase the entrained air content for a full load of concrete by ¾ to 2%. For use as a primary air- entraining admixture, a Super Air Plus dosage rate of 0.25 to 1.25 oz./cwt. (0.15 to 0.80 g/kg) is recom- mended to achieve 5 to 7% entrained air content. Cementitious content, concrete temperature, ambi- ent temperature or concrete mixes containing ac- celerators, retarders, or special admixtures such as superplasticizers or silica fume may require dosage rates outside the recommended range. Contact your Fritz-Pak distributor with any questions concerning the dosage rates for these products. It is recom- mended that testing be done to determine the suit- ability of Super Air Plus to your mix designs. FOR ONE YARD TRAILER MIXERS: Use specially packaged product in 4 oz. water-solu- ble bags. (Item #95661). FOR MORTARS AND DRY BLENDED PRODUCTS: Super Air Plus can be used as an air entraining agent for the production of mortars and other dry blended materials. Up to 16% air entrainment can be obtained with Super Air Plus. Air contents vary considerably depending on the materials used. Use the following table as a guideline: Desired Air Content Dosage of Super Air Plus By weight of cement By total weight of blend 5-7%0.25-1.25 oz/cwt 0.15-0.80 g/kg 0.9-4.5 oz/ton 28-141 g/MT 7-10%1.0-4.0 oz/cwt 0.63-2.5 g/kg 5.0-12.0 oz/ton 156-375 g/MT 10-15%4.0-6.0 oz/cwt 2.5-3.75 g/kg 14.0-22.0 oz/ton 438-688 g/MT COMPATIBILITY Super Air Plus is compatible with all air-entraining admixtures, calcium chloride and other admixtures. When used with other admixtures, each one must be dispensed separately into the mix. APPLICABLE STANDARDS Super Air Plus meets ASTM C-260, AASHTO M-154 & CRD C-13 speciﬁ cations. PACKAGING • 8-oz. (227 grams) water soluble bag, 60 bags per case, 35 cases per pallet (item #95664) • 50-lb paper bag, 40 bags per pallet (item #95667) SUPER AIR PLUS AIR ENTRAINING ADMIXTURE Product Bulletin #124 Fritz-Pak Corporation • Mesquite, TX USA • Tel: 214-221-9494 • Fax: 214-349-3182 • www.fritzpak.com 44 • 4-oz. water soluble bag, 60 bags per case, 35 cases per pallet (item #95661) FAQs Q. What does increased air content do to concrete? A. It increases its durability by making it more resistant to damage from freezing. Q. Will it change the set time? A. No, it will not speed or slow the set. Q. What standards does Super Air Plus meet? A. They meet ASTM C-260, AASHTO M-154 and CRD C-13 standards. Q. Will it affect the strength of my concrete? A. It will not signiﬁ cantly change strength, and it will increase durability. Q. What is the difference between Super Air Plus and Air Plus? A. Super Air Plus has twice the concentration of the active ingredient of Air Plus. Q. Which product should I use, Air Plus or Super Air Plus? A. Air Plus should be used by concrete producers who have very consistent quality in their supply of raw materials, thus only needing small corrections of air. Concrete producers that have variation in their quality of raw materials normally experience wider ﬂ uctuations in air content and should consider using Super Air Plus. Q. What is the raw material used in the production of Super Air Plus? A. Vinsol Resin, a natural air entrainer. Q. Are these products compatible with synthetic air entrainers? A. Yes. Additionally the spacing and size of air bubbles is improved when natural air entrainers are used to correct synthetic air entrainers. Q. Can they be used in dry-blended materials like mortars and stuccos? A. Yes. See the recommended dosage rate chart. Q. Are Super Air Plus and Air Plus effective in concrete with ﬂ y ash containing high levels of organic compounds (i.e. high LOI)? A. Yes. Natural air entrainers are more effective than synthetic air entrainers. Q. Can I add Super Air Plus or Air Plus to water to make a liquid admixture? A. No. Some of the components will only dissolve under special conditions of temperature and pH. Q. How long have the products been in the market? A. Since 1992. PRECAUTIONS All Fritz-Pak Concrete Admixtures should be stored in a dry location, protected from breakage, deterioration and contamination. They are not subject to damage from freezing temperatures. WARRANTY The information and recommendations in this publication are, to the best of our knowledge, reliable. Suggestions made concerning uses or applications are only the opinion of Fritz-Pak Corporation and us- ers should make their own tests to determine the suitability of these products for their own particular purposes. Because of numerous factors affecting results, Fritz-Pak Corporation makes no warranty of any kind, expressed or implied, including those of merchantability and ﬁ tness for purpose. Statements herein, therefore, should not be construed as representations or warranties. The responsibility of Fritz-Pak Corporation for claims arising out of breach of warranty, negligence, strict liability, or otherwise are limited to the purchase price of the materials. U.S. Patents No. 4,961,790 and No. 5,120,367. © 2009 Fritz-Pak Corporation AIR ENTRAINING ADMIXTURE SUPER AIR PLUS Product Bulletin #124 SITE UTILITIES MATERIAL SUBMITTAL PROJECT: Prologis Park 121 Coppell, Texas DETECTOR CHECK VAULT Submitted By: CalHar Construction, Inc. 2138 CalHar Drive Melissa, TX 75454 Date: September 15, 2016 SHOP DRAWING REVIEW 09/27/2016 THE CHECKING OF THESE SHOP DRAWINGS, BROCHURES, AND/OR SUBMITTED DATA DOES NOT RELIEVE THE SUBCONTRACTOR AND/OR VENDOR WITH THE COMPLIANCE TO THE CONTRACT DOCUMENTS. CHECKED & RECOMMENDED RECOMMENDED AS NOTED REVISE & RESUBMIT REJECTED BY: MYCON General Contractors 208 E. Louisiana St., Suite 200 McKinney, Texas 75069 972.529.2444 DATE: X K Gallagher SITE UTILITIES MATERIAL SUBMITTAL PROJECT: Prologis Park 121 Coppell, Texas STORM DRAIN Submitted By: CalHar Construction, Inc. 2138 CalHar Drive Melissa, TX 75454 Date: September 15, 2016 SHOP DRAWING REVIEW 09/27/2016 THE CHECKING OF THESE SHOP DRAWINGS, BROCHURES, AND/OR SUBMITTED DATA DOES NOT RELIEVE THE SUBCONTRACTOR AND/OR VENDOR WITH THE COMPLIANCE TO THE CONTRACT DOCUMENTS. CHECKED & RECOMMENDED RECOMMENDED AS NOTED REVISE & RESUBMIT REJECTED BY: MYCON General Contractors 208 E. Louisiana St., Suite 200 McKinney, Texas 75069 972.529.2444 DATE: X K Gallagher MATERIAL SUBMITTAL INDEX Prologis Park 121 A. STORM SEWER MATERIALS: 1. J & G Concrete Products: Pipe Cert for 18”-60” CLIII RCP Pipe per ASTM C-76 2. ADS: HDPE 18”–48” Pipe for Private Storm Drain Lines 3. Park: Type B Precast Headwall – 18”, 48”, and 60” 4. Park: Sloped Precast Headwall – 18”, 24”, 27”, 36”, and 48” 5. Park: Precast Junction Box Manholes – 4’x4’ and 6’x6’ 6. Park: Precast Grate Inlet – 8 Grate, 6 Grate, 4 Grate, and 2 Grate 7. Park: Precast Y-Inlet (Drop Inlet) – 4’x4’ 8. Park: Precast 10’ Curb Inlet 9. Park: Precast 5’ Curb Inlet Office 972.937.9200 Fax: 972.937.9255 Toll Free: 866.907.9200 PO Box 974 Waxahachie, TX 75168 September 14, 2016 CERTIFICATION PROJECT: Prologis Park 121, Coppell TX CONTRACTOR: CalHar Construction This letter certifies that the following products manufactured and/or supplied by J & G Concrete Products meet or exceed the specifications for the above project as indicated : Reinforced Concrete Pipe Class III…………………………………ASTM C76-15a Respectfully Submitted, Quality Assurance Manager REINFORCED CONCRETE ROUND PIPE - ASTM C76 Product Data Sheet - Tongue & Groove Joint PIPE SIZE ID (IN) WALL THICKNESS (IN) PIPE SIZE OD (IN) WEIGHT (LBS/FT) LAY LENGTHS (FT) PIPE JOINT DIMENSIONS A B C D E H 18 TONGUE & GROOVE 2.5 23 168 4, 6, 8 1.125 1.875 1.453 0.250 0.875 1.203 24 TONGUE & GROOVE 3 30 265 4, 6, 8 1.500 2.250 1.766 0.250 1.250 1.516 27 TONGUE & GROOVE 3.25 33.5 322 4, 6, 8 1.375 2.250 1.766 0.250 1.125 1.516 30 TONGUE & GROOVE 3.5 37 384 4, 6, 8 1.500 2.500 1.938 0.250 1.250 1.688 36 TONGUE & GROOVE 4 44 524 4, 6, 8 1.688 3.000 2.219 0.313 1.375 1.906 42 TONGUE & GROOVE 4.5 51 685 4, 6, 8 1.938 3.500 2.563 0.375 1.563 2.188 48 TONGUE & GROOVE 5 58 867 4, 6, 8 2.125 3.500 2.750 0.375 1.750 2.375 LAY LENGTH OD ID E GROOVE TONGUE D B WALL H TONGUE & GROOVE JOINT A C 3/7/2012 REINFORCED CONCRETE ROUND PIPE - ASTM C76 & ASTM C 655 Product Data Sheet – Single Off-Set Joint PIPE SIZE ID (IN) WALL B THICKNESS (IN) PIPE SIZE OD (IN) WEIGHT (LBS/FT) LAY LENGTHS (FT) PIPE JOINT DIMENSIONS A B D E F H 12 SINGLE OFF-SET **2.5 17 119 8 1.271 2.875 0.281 0.990 0.094 NA 15 SINGLE OFF-SET **2.75 20.5 160 8 1.393 2.875 0.281 1.112 0.094 NA 18 SINGLE OFF-SET *2.75 23.5 187 4, 6, 8 1.358 2.750 0.156 1.077 0.063 1.359 21 SINGLE OFF-SET *3 27 236 4, 6, 8 1.483 2.750 0.156 1.327 0.063 1.516 24 SINGLE OFF-SET 3 30 265 4, 6, 8 1.494 3.000 0.250 1.244 0.094 1.505 27 SINGLE OFF-SET 3.25 33.5 322 4, 6, 8 1.615 3.250 0.250 1.365 0.094 1.635 30 SINGLE OFF-SET 3.5 37 384 4, 6, 8 1.740 3.250 0.250 1.490 0.094 1.760 33 SINGLE OFF-SET 3.75 40.5 451 4, 6, 8 1.865 3.250 0.250 1.615 0.094 1.885 36 SINGLE OFF-SET 4 44 524 4, 6, 8 1.990 3.250 0.250 1.740 0.094 2.010 42 SINGLE OFF-SET 4.5 51 685 4, 6, 8 2.494 4.000 0.446 2.048 0.146 2.497 48 SINGLE OFF-SET 5 58 867 4, 6, 8 2.494 4.000 0.446 2.048 0.146 2.497 54 SINGLE OFF-SET 5.5 65 1071 4, 6, 8 2.354 5.000 0.446 1.908 0.146 2.383 60 SINGLE OFF-SET 6 72 1296 4, 6, 8 2.604 5.000 0.446 2.158 0.146 2.615 66 SINGLE OFF-SET 6.5 79 1542 4, 6, 8 2.892 5.000 0.446 2.446 0.146 2.920 72 SINGLE OFF-SET 7 86 1810 4, 6, 8 2.937 5.000 0.446 2.491 0.146 2.966 LAY LENGTH OD ID TONGUE GROOVE F D H B E A WALL SINGLE OFFSET JOINT *WALL B + ¼” **WALL B + ½” 3/7/2012 REINFORCED CONCRETE RADIUS PIPE - ASTM C76 Product Data Sheet PIPE SIZE ID (IN) WALL THICKNESS (IN) PIPE SIZE OD (IN) DROP (IN) DEFLECTION ANGLE (DEG) RADIUS OF CURVATURE (FT) 18 2.5 23 3 7.43 29.71 18 2.75 23.5 3 7.28 30.35 21 3 27 3 6.34 34.88 24 3 30 3 5.71 38.75 27 3.25 33.5 3 5.12 43.27 30 3.5 37 3 4.64 47.79 33 3.75 40.5 3 4.24 52.31 36 4 44 3 3.90 56.83 42 4.5 51 3 3.37 65.88 48 5 58 3 2.96 74.92 54 5.5 65 3 2.64 83.96 60 6 72 3 2.39 93.00 66 6.5 79 3 2.17 102.04 72 7 86 3 2.00 111.08 OD ID DROP DEFLECTION ANGLE 4’ 3.875’ REINFORCED CONCRETE ROUND PIPE STANDARD BEND DIMENSIONS PLAN VIEW Δ OD ID L1 L L2 PIPE SIZE ID (IN) PIPE SIZE OD (IN) BEND LGT (FT) L (IN) Δ = 15º Δ = 30º Δ = 45º Δ = 60º Δ = 90º L1 L2 L1 L2 L1 L2 L1 L2 L1 L2 12 16 8 48 47 49 46 50 45 51 43 53 40 56 15 19.5 8 48 47 49 45 51 44 52 42 54 38 58 18 23 8 48 46 50 45 51 43 53 41 55 36 60 21 26.5 8 48 46 50 44 52 43 53 40 56 35 61 24 30 8 48 46 50 44 52 42 54 39 57 33 63 27 33.5 8 48 46 50 44 52 41 55 38 58 31 65 30 37 8 48 46 50 43 53 40 56 37 59 29 67 33 40.5 8 48 45 51 43 53 40 56 36 60 28 68 36 44 8 48 45 51 42 54 39 57 35 61 26 70 42 51 8 48 45 51 41 55 37 59 33 63 22 74 48 58 8 48 44 52 40 56 36 60 31 65 19 77 54 65 8 48 44 52 39 57 35 61 29 67 15 81 60 72 8 48 43 53 38 58 33 63 27 69 12 84 66 79 8 48 43 53 37 59 32 64 25 71 8 88 72 86 8 48 42 54 36 60 30 66 23 73 5 91 REINFORCED CONCRETE ROUND PIPE STANDARD WYE DIMENSIONS MAIN LINE BRANCH L1 (IN) Δ = 30º Δ = 45º Δ = 60º Δ = 90º TEE ID (IN) LGT (FT) ID (IN) OD (IN) L L2 L L2 L L2 L L2 72 THRU 12 8 12 16 12 26 40 20 28 17 21 12 12 72 THRU 15 8 15 19.5 12 29 46 22 31 18 23 12 12 72 THRU 18 8 18 23 12 32 52 23 35 19 25 12 12 72 THRU 21 8 21 26.5 12 35 58 25 38 20 27 12 12 72 THRU 24 8 24 30 12 38 64 27 42 21 29 12 12 72 THRU 27 8 27 33.5 12 41 70 29 45 22 31 12 12 72 THRU 30 8 30 37 12 44 76 30 49 23 33 12 12 72 THRU 33 8 33 40.5 12 47 82 32 52 24 35 12 12 72 THRU 36 8 36 44 12 50 88 34 56 25 37 12 12 72 THRU 42 8 42 51 12 56 100 37 63 27 41 12 12 72 THRU 48 8 48 58 12 62 112 41 70 29 45 12 12 72 THRU 54 8 54 65 12 68 125 44 77 31 50 12 12 72 THRU 60 8 60 72 12 74 137 48 84 33 54 12 12 72 THRU 66 8 66 79 12 80 149 51 91 35 58 12 12 72 8 72 86 12 86 161 55 98 37 62 12 12 12” MIN TYP Δ PLAN VIEW ID L L2 MAIN LINE LGT L1 ID OD Evergrip 990 Strips - Product Data Sheet Description Evergrip 990 is a concrete joint sealant made with a unique blend of asphalts enriched with high grade polymer. Available in convenient strips, Evergrip 990 is a preformed, ready-to-use, flexible gasket that provides an excellent seal for concrete pipes, culverts, manholes and other precast concrete joints. Typical Physical Properties Storage and Handling Evergrip 990 should be stored in a dry area protected from the elements. Cartons should not be stacked over six high. Conditions should preclude contamination of the joint sealant by any foreign material such as silt or mud during the installation process. In hot weather, the material tends to soften; dipping sealant strips in cool water will allow easier release of the paper. Conversely, in cool weather, the material stiffens; dipping strips in warm water or storing in a warm area prior to use will aid in paper release. Application Concrete surfaces to which the sealant is to be applied must be clean and dry. All mud, dirt, grease, oil, and loose particles should be removed from the surfaces. The release paper should be stripped from only one side of sealant. The outside paper should be left in place to protect the sealant from contamination and stretching. The sealant strips should be attached end to end to the leading edge of the tongue or groove of each pipe joint until a continuous gasket is established around the entire circumference of the pipe joint. The material should be pressed firmly into place through the outside release paper. The outside paper should be removed just prior to jointing the pipe. Contaminating the exposed sealant with any foreign materials should be strictly avoided. Care should be taken not to disturb the gasket placement. Any contaminated sealant should be removed and replaced and any displaced strips should be repositioned prior to jointing the pipes. See pipe manufacturer's instructions for proper pipe jointing procedures. Excess sealant may be either trimmed with a putty knife or rolled to a smooth finish. The trench can be backfilled as soon as the joining process has been completed. Clean-up Excess sealant should be scraped off surfaces. Asphalt stains can be removed with non-hazardous, bio-degradable cleaners. Waterless hand cleaner should be used on skin, following the cleaner manufacturer’s instructions carefully. Flammable or combustible petroleum based solvents should not be used. Martin Asphalt Quality Evergrip 990 meets or exceeds all requirements of ASTM C 990, U.S. Federal Specifications SS-S-210A,Type 1, Rope Form and AASHTO Designation M-198 75 I,Type B. It is certified to meet or exceed highway department specifications. Through Martin Asphalt, you get Everything Asphalt—a full range of products. In addition, you receive technical assistance in selecting the right materials and application. The company's AASHTO Certified Laboratory makes sure the products meet your specifications. And your products are delivered both on spec and on time via Martin’s Gulf Coast network of production plants, storage facilities and transportation fleet including ocean- going and inland barges, rail cars and tanker trucks. www.MartinAsphalt.com EVERYTHING ASPHALT 800-662-0987 Product Date Sheet – Evergrip 990 strips doc rev. 12/18/06 A B A B A – Sealant Placement B – Joint After Compression Packaging English Units Sealant Size Pieces/ Carton Ft/ Carton 3/4" x 2'6" 50 125 ft 1" x 2'6" 35 87.5 ft 1" x 3'6" 35 122.5 ft 1 1/4" x 3'6" 28 98 ft 1 1/2" x 3'6" 20 70 ft 1 3/4" x 3'6" 13 45.5 ft 2" x 3'6" 10 35 ft Metric Units Sealant Size M/Carton 19mm x 762mm 50 38.1 m 25.4mm x 762mm 35 26.7m 25.4mm x 1067mm 35 37.3m 31.75mm x 1067mm 28 29.9m 38.1mm x 1067mm 20 21.3m 44.45mm x 1067mm 13 13.9m 50.8mm x 1067mm 10 10.7m Property Min Max Bitumen, % by wt 50 70 Inert filler content, % by wt. 30 50 Volatile matter, % by wt. 2.0 Specific gravity @ 77F/25C, (g/ml) 1.2-1.35 1.2 1.35 Ductility @ 77F/25C, (cm) 5.0 Softening Point 320F/160C flash point, C.O.C. 600F/315C Penetration @ 77F/25C, 150 gms, 5 sec. (dmm) 50 120 Adhesion and hydrostatic pressure No leaks (24 hrs.) Sag or flow resistance No sagging Chemical resistance No visible deterioration ADS Service: ADS representatives are committed to providing you with the answers to all your questions, including specifications, and installation and more. The Most Advanced Name in Drainage Systems ® n-12® ST IB PIPe (Per aaShTo) N-12 corrugated dual-wall pipe was introduced in 1987. Today’s N-12 pipe offers significant performance advantages, plus the best soil-tight joint in the industry. Available in diameters from 4" to 60" (100 to 1500 mm), N-12 pipe is replacing reinforced concrete pipe as a preferred product for storm water applications. ADS N-12 pipe contains a superior built-in bell-and-spigot joint. The joints are sealed by high-quality, factory-installed rubber gaskets that meet all the requirements of ASTM F477. A polyethylene bell minimizes joint distortion. The chipping and cracking that is common to concrete bells, is eliminated. ApplicAtions: Storm Sewers Slope/Edge Drains Retention/Detention Mining/Forestry/Industrial Golf, Turf & Recreation Foundation Drains Culverts/Cross Drains Downspouts/Roof Drainage Grain Aeration Land Reclamation Waterways Terracing Ditch Enclosures FeAtures: • 4"– 60" (100 to 1500 mm) diameters available • 6 m (19 ft, 8 in) or 4 m (13 ft) lengths available • Bell-and-spigot joint design • In-line bell design • Exceptional joint strength • Excellent abrasion and corrosion resistance • Light weight • Fast installation times • Structural strength that will support H-25 live loads with 1’ (0.3 m) minimum cover 54” and 60” (1350 and 1500 mm) pipe requires 2’ (0.6 m) cover for H-25 loads BeneFits: • Variety of diameters and lengths that will fit in any project • Joint only requires lube for fitting – ends are pushed together for easy field installation • Unlike pipes from other manufacturers, there are no additional gasket materials, grout or sealing bands to transport and apply • Installation cost savings from lower shipping costs, fewer people, and less heavy equipment required • Hydraulic efficiency from smooth interior • Long-term durability of HDPE Advanced Drainage Systems, Inc. 4640 Trueman Blvd., Hilliard, OH 43026 1-800-821-6710 www.ads-pipe.com ADS “Terms and Conditions of Sale” are available on the ADS website, www.ads-pipe.com. The ADS logo, the Green Stripe, and N-12® are registered trademarks of Advanced Drainage Systems, Inc. © 2008 Advanced Drainage Systems, Inc. BRO 10581 0908 (08459) The Most Advanced Name in Drainage Systems ® ADs n-12® st iB pipe (per AAshto) speciFicAtion scope This specification describes 4- through 60-inch (100 to 1500 mm) ADS N-12 ST IB pipe (per AASHTO) for use in gravity-flow drainage applications. pipe requirements ADS N-12 ST IB pipe (per AASHTO) shall have a smooth interior and annular exterior corrugations. • 4- through 10-inch (100 to 250 mm) shall meet AASHTO M252, Type S. • 12- through 60-inch (300 to 1500 mm) shall meet AASHTO M294, Type S or ASTM F2306. • Manning’s “n” value for use in design shall be 0.012. Joint perFormAnce Pipe shall be joined using a bell & spigot joint meeting AASHTO M252, AASHTO M294, or ASTM F2306. The joint shall be soil-tight and gaskets, when applicable, shall meet the requirements of ASTM F477. Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. A joint lubricant supplied by the manufacturer shall be used on the gasket and bell during assembly. Fittings Fittings shall conform to AASHTO M252, AASHTO M294 or ASTM F2306. Bell and spigot connections shall utilize a spun-on or welded bell and valley or saddle gasket meeting the soil-tight joint performance requirements of AASHTO M252, AASHTO M294 or ASTM F2306. mAteriAl properties Virgin material for pipe and fitting production shall be high density polyethylene conforming with the minimum requirements of cell classification 424420C for 4- through 10-inch (100 to 250 mm) diameters, or 435400C for 12- through 60-inch (300 to 1500 mm) diameters, as defined and described in the latest version of ASTM D3350, except that carbon black content should not exceed 4%. The 12- through 60-inch (300 to 1500 mm) virgin pipe material shall comply with the notched constant ligament-stress (NCLS) test as specified in Section 9.5 and 5.1 of AASHTO M294 and ASTM F2306 respectfully. instAll Ation Installation shall be in accordance with ASTM D2321 and ADS’s published installation guidelines, with the exception that minimum cover in trafficked areas for 4 - through 48-inch (100 to 1200 mm) diameters shall be one foot (0.3 m), and for 54- and 60-inch (1350 and 1500 mm) diameters, shall be 2 ft (0.6 m) in single run applications. Backfill for minimum cover situations shall consist of Class 1, Class 2 (minimum 90% SPD) or Class 3 (minimum 90% SPD) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.01. Contact your local ADS representative or visit our website at www.ads-pipe.com for a copy of the latest installation guidelines. PiPe DimenSionS Nominal Diameter, in (mm) Pipe I.D., in. 4 6 8 10 12 15 18 24 30 36 42 48 54 60 (mm) (100) (150) (200) (250) (300) (375) (450) (600) (750) (900) (1050) (1200) (1350) (1500) Pipe O.D.**, in. 4.8 6.9 9.1 11.4 14.5 18 21 28 36 42 48 54 61 57 (mm) (122) (175) (231) (290) (368) (457) (559) (711) (914) (1067) (1219) (1372) (1549) (1702) Perforations All diameters available with or without perforations. * Check with sales representative for availabiltity by region. **Pipe O.D. values are provided for reference purposes only, values stated for 12- through 60-inch are ± 1 inch. Contact a sales representative for exact values. For more information on ADS N-12 ST IB pipe (per AASHTO) and other ADS products, please contact our Customer Service Representatives at 1-800-821-6710. 7/ 8 " D I A H A N D L I N G HO L E A A 00134311 ejco.com ®Revised By: DEW DAE 9/2/2002 reserve the right to modify specifications without --ASTM A48 - Designates Machined Surface Copyright © 2012 EJ Group, Inc. 1/28/2014 All rights reserved. -Materials -Design Load Gray Iron (CL35B) Heavy Duty n/a -Open Area -Coating Undipped prior notice. -Country of Origin: USA -registered marks, patents, trade secret information, and/or know how that is the property of EJ Group, Inc. CONFIDENTIAL: This drawing is the property of EJ Group, Inc. and embodies confidential information, Weights (lbs/kg), dimensions (inches/mm) and drawings provided for your guidance. We 800 626 4653 Designer: Drawing Revision Contact Product Number Design Features Certification Disclaimer 13 4 2 Z 2 F r a m e SE C T I O N A - A A P A R T (2 ) 1 " D I A C O R E D HO L E 1 8 0 25 7 / 8 " 5" 22 1 / 8 " 24 1 / 4 " 25 3 / 8 " 31 7 / 8 " 2" 1 1 / 4 " ®Copyright B&H Products Are Made In USA.©Bass & Hays Foundry, Inc. 2015, All Rights Reserved. All REVISED BY: DRAWN BY: SET WEIGHT- COVER WEIGHT- RING WEIGHT-PATTERN NUMBER: DESCRIPTION: DFW METRO: 972-263-1360 sales@basshays.com www.basshays.com 50 LBS. 50 LBS. 100 LBS. BH ®184L MEH 6-25 TOLL FREE: 1-800-258-2278 LOCAL: 972-262-1012 FAX: 972-263-0091 N/A Cast Iron Inlet Ring & Locking Lid Bass "Storm Drain" ASTM A48 Gray Iron CL30 Made In USA SECTION VIEW KEYED LOCK ASSEMBLY 3 4" [19mm] 187 8" DIA [479mm] 161 2" DIA [419mm] 313 16" [97mm] 183 4" DIA [476mm] 191 4" DIA [489mm] 5 8" [16mm] 22" DIA [559mm] Grand Prairie,Texas F &B A S S H A Y S O U N D R Y,I N C . ®Copyright B&H Products Are Made In USA.©Bass & Hays Foundry, Inc. 2015, All Rights Reserved. All REVISED BY: DRAWN BY: SET WEIGHT- COVER WEIGHT- RING WEIGHT-PATTERN NUMBER: DESCRIPTION: DFW METRO: 972-263-1360 sales@basshays.com www.basshays.com 50 LBS. 50 LBS. 100 LBS. BH ®184L MEH 6-25 TOLL FREE: 1-800-258-2278 LOCAL: 972-262-1012 FAX: 972-263-0091 N/A Cast Iron Inlet Ring & Locking Lid Bass "Storm Drain" ASTM A48 Gray Iron CL30 Made In USA SECTION VIEW KEYED LOCK ASSEMBLY 3 4" [19mm] 187 8" DIA [479mm] 161 2" DIA [419mm] 313 16" [97mm] 183 4" DIA [476mm] 191 4" DIA [489mm] 5 8" [16mm] 22" DIA [559mm] Grand Prairie,Texas F &B A S S H A Y S O U N D R Y,I N C . ®Copyright B&H Products Are Made In USA.©Bass & Hays Foundry, Inc. 2015, All Rights Reserved. All REVISED BY: DRAWN BY: SET WEIGHT- COVER WEIGHT- RING WEIGHT-PATTERN NUMBER: DESCRIPTION: DFW METRO: 972-263-1360 sales@basshays.com www.basshays.com 50 LBS. 50 LBS. 100 LBS. BH ®184L MEH 6-25 TOLL FREE: 1-800-258-2278 LOCAL: 972-262-1012 FAX: 972-263-0091 N/A Cast Iron Inlet Ring & Locking Lid Bass "Storm Drain" ASTM A48 Gray Iron CL30 Made In USA SECTION VIEW KEYED LOCK ASSEMBLY 3 4" [19mm] 187 8" DIA [479mm] 161 2" DIA [419mm] 313 16" [97mm] 183 4" DIA [476mm] 191 4" DIA [489mm] 5 8" [16mm] 22" DIA [559mm] Grand Prairie,Texas F &B A S S H A Y S O U N D R Y,I N C . SITE UTILITIES MATERIAL SUBMITTAL PROJECT: Prologis Park 121 Coppell, Texas WATER & SANITARY SEWER Submitted By: CalHar Construction, Inc. 2138 CalHar Drive Melissa, TX 75454 Date: September 15, 2016 SHOP DRAWING REVIEW 09/27/2016 THE CHECKING OF THESE SHOP DRAWINGS, BROCHURES, AND/OR SUBMITTED DATA DOES NOT RELIEVE THE SUBCONTRACTOR AND/OR VENDOR WITH THE COMPLIANCE TO THE CONTRACT DOCUMENTS. CHECKED & RECOMMENDED RECOMMENDED AS NOTED REVISE & RESUBMIT REJECTED BY: MYCON General Contractors 208 E. Louisiana St., Suite 200 McKinney, Texas 75069 972.529.2444 DATE: X K Gallagher MATERIAL SUBMITTAL INDEX Prologis Park 121 WATER: A. PIPE a. NORTH AMERICAN – C900 DR14 & SDR21 PVC b. DIAMOND – C900 DR14 & SDR21 PVC B. VALVES a. AMERICAN FLOW CONTROL – 2”-12” GATE VALVES b. TYLER – VALVE BOXES C. FIRE HYDRANT a. AFC – WATEROUS FIRE HYDRANT D. TAPPING SLEEVE a. ROMAC – STAINLESS STEEL TAPPING SLEEVE E. FITTINGS a. TYLER UNION – C153 FITTINGS b. EBAA – SERIES 2000 PVC RESTRAINT F. SERVICE MATERIAL a. CERRO – SOFT COPPER b. FORD – TAPPING SADDLE & SERVICE BRASS c. BASS & HAYS – METER BOX G. FIRE DEPARTMENT CONNECTION a. NIBCO – 6” WAFER CHECK VLV b. HYDRA-STORZ – HYDRANT STORZ CONNECTION c. AMES – IN BUILDING RISER SANITARY SEWER: A. PIPE a. NORTH AMERICAN – SDR 35 & SDR 26 PVC b. DIAMOND – SDR 35 & SDR 26 PVC B. MANHOLES a. BASS & HAYES – 30” RING AND COVER b. TURNER – PRECAST 48” SANITARY SEWER MANHOLE C. FITTINGS a. MULTI FITTING – TRENCH TOUGH GASKETED b. STAN ROBERTS – P435C CLEANOUTS Rev: 08/2006 Product Description: AWWA C-900 Municipal Water Pipe North American Pipe's AWWA C-900 PVC product line is manufactured to meet the needs of modern municipal water distribution systems. With top quality raw materials and modern processing technology North American Pipe's C-900 pipe meets all industry standards in addition to our own rigorous quality control standards. North American Pipe’s C-900 pipe utilizes Reiber style gaskets throughout the entire product offering. North American Pipe produces a full range of CIOD pipe in DR-14, DR-18, and DR-25 classifications. Whether specifying or installing our pipe you can be assured that North American Pipe will provide the pipe “Right, On Time, All the Time”. This product is made in accordance with the following specifications: AWWA C900 ASTM D1784 ASTM D3139 ASTM F477 ANSI/NSF 14 ANSI/NSF 61 PPI TR-3 UL 1285 FM 1612 Short Form Specification for North American Pipe Corporation AWWA C-900 Municipal Water Pipe Water main distribution pipe shall be made in accordance with AWWA C900 from a compound conforming to a cell classification of 12454 as defined by ASTM D1784. Integral bells shall incorporate gaskets meeting the requirements of ASTM F477 and be locked into the bell. The assembled joint shall meet the requirements of ASTM D3139. The laying length of the pipe shall be 20 feet. The pipe and gasket must be tested and approved for contact with potable water in accordance with ANSI/NSF 61. The pipe and gasket shall be listed by Underwriters Laboratory and approved by Factory Mutual. Rev: 08/2006 AWWA C-900 Municipal Water Pipe NOMINAL PIPE SIZE OUTSIDE DIA. – NOM. (OD) *APPROX. BELL DIA. (BD) **APPROX. BELL DEPTH (C) INSERT MARK (L) 4”4.80 6.50 6.11 3.88 6”6.90 9.25 7.34 5.13 8”9.05 11.75 9.08 6.13 10”11.10 14.25 9.75 6.63 12”13.20 16.75 11.02 7.38 NOMINAL PIPE SIZE PC 100 DR 25 (T) PC 150 DR 18 (T) PC 200 DR 14 (T) 4” .192 .267 .343 6” .276 .383 .493 8” .362 .503 .646 10” .444 .617 .793 12” .528 .733 .943 Note: These dimensions are for estimating purposes only * Dimension given for Approx. Bell Diameter (BD) is for highest pressure class ** Nominal depth, depth will vary by pressure class Rev: 09/2008 Product Description: ASTM D2241 IPS Gasketed Pipe North American Pipe's IPS-Gasketed product line is manufactured to meet the needs of water distribution systems, irrigation systems and other applications requiring ASTM D2241 piping systems. With top quality raw materials and modern processing technology North American Pipe's IPS-Gasketed pipe meets all industry standards in addition to our own rigorous quality control standards. North American Pipe’s IPS- Gasketed pipe utilizes Reiber style gaskets throughout the entire product offering. North American Pipe produces a broad range of IPS pipe in SDR-13.5, SDR-17, SDR-21, SDR-26, SDR-32.5 and SDR-41 classifications. Whether specifying or installing our pipe you can be assured that North American Pipe will provide the pipe “Right, On Time, All the Time”. This product is made in accordance with the following specifications: ASTM D2241 ASTM D1784 ASTM D3139 ASTM F477 ANSI/NSF 14 ANSI/NSF 61 Short Form Specification for North American Pipe Corporation ASTM D 2241 IPS Gasketed Water distribution pipe shall be made in accordance with ASTM D2241 from a compound conforming to a cell classification of 12454 as defined by ASTM D1784. Integral bells shall incorporate gaskets meeting the requirements of ASTM F477 and be locked into the bell. The assembled gasketed joint shall meet the requirements of ASTM D3139. The pipe and gasket must be tested and approved for contact with potable water in accordance with ANSI/NSF 61 and NSF 14. Rev: 09/2008 ASTM D2241 IPS Gasketed Pipe NOMINAL PIPE SIZE OUTSIDE DIA. – NOM. (OD) *APPROX. BELL DIA. (BD) **APPROX. BELL DEPTH (C) INSERT MARK (L) 1½”1.900 2.25 3.56 2.63 2” 2.375 3.00 3.76 2.63 2½”2.875 3.50 4.48 3.38 3”3.500 4.50 4.82 3.63 4”4.500 6.00 5.34 4.13 5”5.563 7.50 6.48 5.00 6”6.625 8.25 7.30 5.63 8”8.625 10.75 8.62 6.38 10”10.750 13.50 9.20 7.00 12”12.750 15.75 10.27 8.00 14”14.000 17.25 11.91 8.88 16”16.000 19.75 12.24 9.13 18”18.000 22.00 15.13 11.13 NOMINAL PIPE SIZE PR 100 SDR 41 (T) PR 125 SDR 32.5 (T) PR 160 SDR 26 (T) PR 200 SDR 21 (T) PR 250 SDR 17 (T) PR 315 SDR 13.5 (T) 1½” .060 .073 .090 .112 .141 2” .073 .091 .113 .140 .176 2½” .088 .110 .137 .169 .213 3” .085 .108 .135 .167 .206 .259 4” .110 .138 .173 .214 .265 .333 5” .136 .171 .214 .265 .327 .412 6” .162 .204 .255 .316 .390 .491 8” .210 .265 .332 .410 .508 10” .262 .331 .413 .511 .632 12” .311 .392 .490 .606 .750 14” .538 .666 16” .615 .762 18” .857 Note: These dimensions are for estimating purposes only * Dimension given for Approx. Bell Diameter (BD) is for highest pressure class ** Nominal depth, depth will vary by pressure class page 6 six DISTRIBUTION PIPE FOR THE 21st CENTURY C900 : PVC Pressure Pipe SPECIFICATION DATA Diamond (C900) PVC Pipe (4” through 12”) is made of 12454 compound per ASTM D1784, in accordance with the dimensional, chemical, and physical requirements of AWWA C900. Diamond (C900) PVC Pipe bears the mark of NSF, International (NSF), the listing of Underwriters Laboratory, Inc. (UL), and (DR14 & DR18) bears the listing of Factory Mutual(FM). Diamond (C900) PVC Pipe utilizes a gasket, per ASTM F477, to seal the integral bell socket to the spigot of the next joint (which conforms to the requirements of ASTM D3139.) Each male end is beveled to facilitate joint assembly, and the spigot is referenced marked to ensure proper insertion depth. Diamond furnished lubricant is to be used in the joining process. Diamond C900 is supplied in 20 foot laying lengths. Physical Properties of PVC 12454: Property ASTM Minimum T e s t Specific Gravity D792 1.40 Tensile Strength, psi D638 7,000 Tensile Modulus, psi D638 400,000 IZOD Impact Strength D256 .65ft., lb./in. SHORT FORM Specification for Diamond C900 PVC Water Pipe Diamond C900 PVC Water Pipe shall be made of compounds conforming to ASTM D1784 with a cell classification of 12454. Diamond C900 shall meet all the dimensional, chemical, and physical requirements as outlined in AWWA C900 and will be supplied in 20 foot laying lengths. Joints shall meet the requirements of ASTM D3139 and shall be formed using Rieber Technology. Gaskets shall meet the requirements of ASTM F477. Potable water pipe shall be manufactured from National Sanitation Foundation (NSF) approved compounds. Factory Mutual Systems APPROVED Corporate Headquarters 1212 Johnstown Road P.O. Box 1608 Grand Island, NE 68802-1608 page 7 seven A B D C Reiber Joint Illustration “Possession of this page does not constitute an offer of sale” Nominal Pipe Size Outside Diameter A Inches (mm) Bell Diameter B Inches Approximate Bell Depth C Inches Spigot Insert Mark D Inches C900 DR-14 Minimum Wall (t) Inches (mm) 4” (100) 4.800 (121.9) 6-1/2” 6 5 0.343 (8.71) 0.267 (6.78) 0.192 (4.88) 6” (150) 6.900 (175.3) 9-1/4” 6.5 6 0.493 (12.52) 0.383 (9.73) 0.276 (7.01) 8” (200) 9.050 (229.9) 11-3/4” 7 6.5 0.646 (16.41) 0.503 (12.78) 0.362 (9.19) 10” (250) 11.100 (281.9) 14-1/4” 7.5 7 0.793 (20.14) 0.617 (15.67) 0.444 (11.28) 12” (300) 13.200 (335.3) 16-3/4” 8 7.5 0.943 (23.95) 0.733 (18.62) 0.528 (13.41) C900 DR-18 Minimum Wall (t) Inches (mm) C900 DR-25 Minimum Wall (t) Inches (mm) Tough Extreme Testing Conditions C900 PVC pressure pipe, available in pressure ratings for a wide range of water transfer applications (Available in sizes from 4" through 12") Corporate Headquarters 1212 Johnstown Road P.O. Box 1608 Grand Island, NE 68802-1608 DISTRIBUTION PIPE FOR THE 21st CENTURY AWWA C900 SPECIFICATION DATAC900TM page 9 nine ASTM D2241 IPS SPECIFICATION DATA Diamond IPS pressure-rated PVC pipe is made of compounds conforming to material requirements of ASTM D2241 in accordance with ASTM D1784. Pipe sizes (1 ½” through 12”) are made with an integral bell to utilize the Rieber gasket system for sealing, and meeting specifications defined in ASTM F477. Diamond IPS pressure-rated PVC pipe meets all the dimensional, chemical, and physical requirements as outlined in ASTM D2241. Potable water pipe carries the mark of NSF, International in accordance with Standard 61. Each male end shall be beveled to facilitate joining and reference marked to insure proper insertion depth. Diamond furnished lubricant is to be used in the joining process. Diamond IPS pressure-rated pipe is supplied in 22 foot laying lengths. Physical Properties of PVC 12454: Property ASTM Minimum T e s t Specific Gravity D792 1.40 Tensile Strength, psi D638 7,000 Tensile Modulus, psi D638 400,000 IZOD Impact Strength, D256 .65ft., lb./in. SHORT FORM Specification for Diamond PVC Water Pipe Diamond PVC Water Pipe shall be made of compounds conforming to ASTM D1784 with a cell classification of 12454. Diamond PVC Water Pipe must meet all the dimensional, chemical, and physical requirements as outlined in ASTM D2241 and will be supplied in 22 foot laying lengths. Joints shall be formed using Rieber Technology. Potable water pipe shall be manufactured from NSF listed ingredients. Corporate Headquarters 1212 Johnstown Road P.O. Box 1608 Grand Island, NE 68802-1608 RURAL WATER PIPE FOR THE 21st CENTURY D2241: IPS PVC Pressure Pipe SPECIFICATION DATA page 10 ten D2241: IPS PVC Pressure Pipe SPECIFICATION DATA A B D C Reiber Joint Illustration “Possession of this page does not constitute an offer of sale” D2241 Nominal Pipe Size Inches Insert Mark D Inches Approximate Bell Depth C Inches Bell Socket Diameter B Inches 1.5” 4” 4-1/4” 2-7/8” 2” 2-1/2” 4” 3-1/8” 2.5” 4-1/4” 5” 4-3/8” 3” 3” 4-1/2” 4-7/16” 4” 3-1/2” 4-3/4” 5-1/2” 6” 5” 5-1/2” 8-1/4” 8” 5” 6” 10-1/4” 10” 5-1/2” 6-1/2” 12-7/8” 12” 5-3/4” 7” 15-1/8” Rural Corporate Headquarters 1212 Johnstown Road P.O. Box 1608 Grand Island, NE 68802-1608 RURAL WATER PIPE FOR THE 21st CENTURY Nominal Pipe Size Inches Outside Diameter A Inches SDR 13.5 315 psi (t) Inches SDR 17 250 psi (t) Inches SDR 21 200 psi (t) Inches SDR 26 160 psi (t) Inches SDR 32.5 125 psi (t) Inches SDR 41 100 psi (t) Inches 1.5” 1.900 0.141 0.112 0.090 2” 2.375 0.176 0.140 0.113 0.091 2.5” 2.875 0.213 0.169 0.137 0.110 3” 3.500 0.259 0.206 0.167 0.135 4” 4.500 0.333 0.265 0.214 0.173 0.138 0.110 6” 6.625 0.491 0.390 0.316 0.255 0.204 0.162 8” 8.625 0.508 0.410 0.332 0.265 0.210 10” 10.750 0.632 0.511 0.413 0.331 0.262 12” 12.750 0.750 0.606 0.490 0.392 0.311 SPECIFICATION DATA Minimum Wall Thickness = (t) AMERICAN DARLING MARK 73–2 FIRE HYDRANT SERIES 2500 RESILIENT WEDGE GATE VALVE AMERIC AN FLOW CONTROL It’s What We Know.® RWGV1 ® 2”–12” 250 p.s.i.g. SERIES 2500 RESILIENT WEDGE GATE VALVE FEATURES/BENEFITS/SPECIFICATIONS 2 The Series 2500 Ductile Iron 250 p.s.i.g. AWWA Resilient Wedge Gate Valve is designed for use in drinking water, sewage, and fire protection systems as well as irrigation and backflow control systems. Ductile Iron Construction The ductile iron body, bonnet, and wedge provide strength and a pressure rating that meets or exceeds the requirements of AWWA C515. Strength more than doubles that provided by cast gray iron designs, and the pressure rating is 250 p.s.i.g. All this strength and higher pressure rating is provided in a compact, lightweight, and easy-to-handle ductile iron valve. Fusion-Bonded Epoxy The Series 2500 valve is fully epoxy coated on the interior and the exterior. The fusion-bonded coating is applied prior to assembly so that even the bolt holes and body-to-bonnet flange surfaces are fully epoxy coated. Triple O-Ring Stem Seals This valve features triple O-Ring stem seals. Two O-Rings are located above, and one O-Ring is located below the thrust collar. The lower two O-Rings provide a permanently sealed lubrication chamber that will make the valve easier to operate over a longer period of time. The upper O-Ring ensures that sand, dirt, or grit cannot enter the valve to cause damage to the lower O-Rings. This is especially important for buried and sewage service applications. Thrust Washers Two thrust washers are used. One is located above, and one is located below the thrust collar. These thrust washers ensure easy operation at all times. No Flat Gaskets The body-to-bonnet and bonnet- to-bonnet cover seals are pressure- energized O-Rings. This eliminates the need for excessive bolt loading, which is required by designs that use flat gaskets. The O-Rings are reusable, which eliminates downtime during any needed repair. The Series 2500 Resilient Wedge Gate Valve is furnished in configurations that are Listed by Underwriters Laboratories, Inc. and Approved by Factor y Mutual Research Corp. FEATURES SERIES 2500 RESILIENT WEDGE GATE VALVE RWGV1 • UL Listed-FM Approved • Seat Tested at 500 p.s.i.g. • Fusion-Bonded-Epoxy Coating Complies With ANSI/AWWA C550 • 250# Raised Face Flanges Available • Ductile Iron Body, Bonnet, Wedge, Operating Nut, and Stuffing Box • Shell Tested at 500 p.s.i.g. • 250 p.s.i.g. AWWA UL and FM Pressure Rating • Rubber-Encapsulated Wedge • Triple O-Ring Stem Seals • Thrust Washers • Smooth (No Pocket) Waterway • 100% Leak-Tight Closure • NSF Standard 61 Certified • Complies with AWWA C515 BENEFITS The Series 2500 Ductile Iron Resilient Wedge Gate Valve has these standard features: Valves 2”-12” shall be resilient wedge type rated for 250 p.s.i.g. cold water working pressure. All ferrous components shall be ductile ir on, ASTM A536. Valves 3”-12” shall be in full compliance with AWWA C515. The words “D.I.” or “Ductile Iron” shall be cast on the valve. The wedge shall be ductile iron or bronze encapsulated with EPDM r ubber. The wedge shall be symmetrical and seal equally well with flow in either direction. The gate valve stem and wedge nut shall be copper alloy in accordance with Section 4.4.5.1 of the AWWA C515 Standard. Stainless Steel stems are not acceptable. The NRS stem must have an integral thrust collar in accordance with Section 4.4.5.3 of AWWA C515 Standard. Two-piece stem collars are not acceptable. The wedge nut shall be independent of the wedge and held in place on three sides by the wedge to prevent possible misalignment. Valves shall be certified by NSF to Standard 61. Bolting materials shall develop the physical strength requirements of ASTM A307 and may have either regular square or hexagonal heads with dimensions conforming to ANSI B18.2.1. Metric size socket head cap screws, therefore, are not allowed. The operating nut shall be constructed of ductile iron and shall have four flats at stem connection to ensure even input torque to the stem. All gaskets shall be pressure- energized O-Rings. Stem shall be sealed by three O-Rings. The top two O-Rings shall be replaceable with valve fully open and while subject to full rated working pressure. O-Rings set in a cartridge shall not be allowed. Valve shall have thrust washers located with (1) above and (1) below the thrust collar to ensure trouble- free operation of the valve. All internal and external surfaces of the valve body and bonnet shall have a fusion-bonded-epoxy coating, complying with ANSI/AWWA C550, applied electrostatically prior to assembly. Valves shall be American Flow Control’s Series 2500 Ductile Iron Resilient Wedge Gate Valve. SPECIFICATIONS Open Left SUBMITTAL (Current Revisions for All Standards Apply) SIZES: ............................ Adjustable Slip and Screw type with standard assembled lengths ranging from 15” to 72”, not including risers and extensions. Note: See catalog or website for complete listing of components STANDARDS: ................. Produced in accordance with and meet all applicable terms and provisions of ASTM A-48 and are cast with 35B class cast iron. When properly installed will meet American Association of State Highway and Transportation Officials (AASHTO) H2O wheel load rating. INSTALLATION: ............. Per AWWA M44, Manual of Water Supply Practices COATING: ...................... The bituminous coating is applied by the dipping method to a mil thickness of approxi- mately 1.0 to 1.5 mils. Tyler Pipe Company • 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 Union Foundry Company • 1501 W. 17th Street • Anniston, Alabama 36202 • (800) 226-7601 www.tylerunion.com 29U-Domestic Cast Iron Curb, Service & Valve Boxes Plus Components Revised 01/10 6500 SCREW TYPE CURB / SERVICE BOX Extension Componets In Inches 18T & 27B 30-42 18T & 33B 36-48 24T & 33B 36-54 24T & 39B 42-60 30T & 39B 41-64 *Enlarged Base Available 6850 SCREW TYPE VALVE BOX Cast Iron - 2 piece Extension Components Height 10T + 15B 19-22 10T + 24B 27-32 16T + 24B 27-37 16T + 30B 33-43 16T + 36B 39-50 26T + 30B 36-52 26T + 36B 39-60 26T + 24B + #60 Ext 51-71 26T + 36B + #60 Ext 62-82 6855 SLIP TYPE VALVE BOX Cast Iron - 2 piece Extension Components Height 10T + 15B 19-22 10T + 24B 27-32 16T + 24B 27-37 16T + 30B 33-43 16T + 36B 39-50 26T + 30B 36-52 26T + 36B 39-60 26T + 24B + #60 Ext 51-71 26T + 36B + #60 Ext 62-82 6860 SCREW TYPE VALVE BOX Cast Iron - 3 piece Extension Components) Height 10T + 12B 27-37 10T + 18B 33-42 16T + 24B 39-49 16T + 30B 45-54 16T + 36B 51-60 26T + 30B 45-66 26T + 36B 51-72 NOTE: Base Required, Order Separately 7126 SLIP TYPE VALVE BOX Extension Components Height 26T + 24B 28-48 26T + 30B 34-54 26T + 36B 40-60 26T + 24B + #60 Ext 52-72 26T + 36B + #60 Ext 60-80 NOTE: Use the 6855 Bottoms with these Tops For 4” to 12” Valves 5¼” Shaft, Screw Type For 3” to 20” Valves 5¼” Shaft, Screw Type For 4” to 12” Valves 5¼” Shaft, Slip Type For ½” to 2” Curbstops For 4” to 12” Valves 5¼” Shaft, Slip Type T = Top B = Bottom EXT = Extension 4 Fire hydrants shall meet or exceed AWWA C502, latest revision. Rated working pressure shall be 250 p.s.i.g., test pressure shall be 500 p.s.i.g., and hydrants shall include the following specific design criteria: The nozzle section, upper and lower stand pipes, and hydrant base shall be ductile iron. The main valve closure shall be of the compression type, opening against the pressure and closing with the pressure. Nozzle section to be designed for easy 360° rotation by the loosening of no more than four bolts. The valve opening diameter shall be 5-1/4". Hydrant must be designed so that removal of all working parts can be accomplished without excavating. The bronze seat shall be threaded into mating threads of bronze for easy field repair. The draining system of the hydrant shall be bronze and be positively activated by the main operating rod. Hydrant to be furnished with a sliding bronze drain valve. Sliding drain valves made of rubber, plastic, or leather will not be allowed. Hydrant must have an internal travel stop nut located in the top housing of the hydrant. Hydrant operating threads to be factory lubricated, and be O-ring sealed from water,moisture, and foreign matter. Hydrant must have a traffic flange design allowing for quick and economical repair of damage resulting from a vehicle’s impact. Hydrants shall be Waterous Pacer. (Model WB67-250) Easy Nozzle Section Rotation The Pacer’s exclusive stainless steel flange lock ring allows 360° rotation of nozzle section by merely loosening four bolts and turning nozzle section to the exact position required. This is done without damage to barrel gaskets. Sealed Lubrication Chamber O-rings seal the operating threads from moisture and retain lubricant which greatly reduces routine maintenance. • All bronze drain • Travel stop nut located in top of hydrant • Easy 360° rotation of nozzle section • 250 p.s.i.g. working pressure rating • Shell tested at 500 p.s.i.g. • Sealed lubrication chamber • Over 35 years of continuous parts interchangeability • Ductile iron nozzle section, upper & lower stand pipes, & hydrant base • Bronze-to-bronze seating • Bronze cross arm The Pacer hydrant has these standard features: The Waterous Pacer’s sleek and stylish design blends perfectly with today’s modern architecture. The Pacer is rated for 250 p.s.i.g. and exceeds all of the requirements of AWWA C502. Ductile iron construction assures strength and durability. Introduced in 1967, the Pacer fire hydrant provides real solutions to today ’s system demands. With many cities experiencing increased pressure to stretch their dollars, it is important to note that the Pacer hydrant can be maintained by just one person. The removal of four nuts and bolts allows access to all working parts. The Pacer hydrant has all the features you expect from a high-quality fire hydrant. The all bronze valve seat and bronze seat insert ensure that the Pacer hydrant remains easy to repair. The Pacer has been manufactured for more than 35 years while still maintaining complete parts interchangeability. BENEFITS SPECIFIC ATIONS FEATURES All Bronze Drain No composition rubber, plastic, or leather to wear,peel, or crack. Virtually no leaks, nor adjustments are ever required. Bronze sliding drain valve is free to center itself so it always closes tightly, even if a foreign object gets into the barrel. Top Travel Stop Nut Helps prevent stem buckling and damage to other components. 51/4”PACERWATEROUS FIRE HYDRANT 52 ROMAC INDUSTRIES, INC. STAINLESS STEEL TAPPING SLEEVE (SST III) WITH REMOVEABLE BOLTS SUBMITTAL INFORMATION MATERIALS Flange Ductile (nodular) iron, meets or exceeds ASTM A536, Grade 65-45-12. 304 Stainless Steel optional. All flanges in accordance with ANSI class 125 and150 drillings and recessed to accept tapping valve. Stainless Steel Meets or exceeds ASTM A 240 type 304 UNS designated S30400. Outlet Heavy gauge 304L Stainless Steel. Fused to shell by GMAW weld on the outside and GTAW weld on the inside. Shell Heavy gauge Stainless Steel top half 304L back half 304. Sidebars Heavy gauge 304 Stainless Steel, GTAW welded to form permanent fusion with shell. Bolts 5/8”-11 UNC thread track head, type 304 stainless steel per ASTM A 193. Nuts 5/8” heavy hex, type 304 Stainless Steel per ASTM A 194. Nuts coated to prevent galling. Washers 5/8" 304 Stainless Steel flat washers and 5/8” Plastic washer. The Plastic washer helps prevents galling between nut and stainless steel washer. Armors Heavy gauge 304 Stainless Steel. Gaskets Virgin SBR rubber compounded for water and sewer service in accordance with ASTM D 2000 MAA 610. Specially designed grid pattern and tapered ends to assure seal around full circumference of pipe. Reinforced ring at outlet provides hydrodynamic seal. Other compounds available for petroleum or high temperature service, or other special applications. WELDS GMAW and GTAW weld processes. 308L Stainless Steel filler wire used as appropriate. Flange weld is GMAW type proprietary process. All welds fully passivated for enhanced corrosion resistance. Pressure When properly installed, the Romac Style SST Tapping Sleeve can work at these pressures ratings: Pipe Size Working Pressure Test Pressure 4"- 8" 250 psi 312 psi 10" - 24" 200 psi 300 psi 26" - 30" 150 psi 187 psi SIZES AND RANGES, SEE CATALOG. 12/07 This information is based on the best data available at the date printed above, please check with Romac Engineering Department for any updates or changes. Romac Document Number 15-8-0007 SUBMITTAL (Current Revisions for All Standards Apply) SIZES: ............................ 2” through 48” (2” Not Referenced in C153/A21.53) STANDARDS: ................. ANSI/AWWA C153/A21.53-06 and NFPA 3”-12” UL Listed (EX2111) Note: Cast with tested and traceable ASTM A536 Ductile Iron PRESSURE RATING: .......2”- 24” rated @ 350 PSI; 30”- 48” & all fittings with Flanged branches rated @ 250 PSI Note: With use of special flange gasket 2”-24” flanged fittings can be rated @ 350 psi For 350 psi flange joint applications, we recommend the use of annular ring type gasket or comparable. Note: Compact Wyes over 12” are not pressure rated. Contact manufacturer for rating in your application. DEFLECTION: ................. Upon completion of installation, Mechanical Joint fittings 2”-12” are rated for a maxi- mum of 5° deflection and 14”–48” a maximum of 3° deflection NSF-61: ......................... Meets all requirements, UL Registered (2”-48”) BITUMINOUS COATING: ...................... ANSI/AWWA C104/A21.4-08 CEMENT LINING: .......... ANSI/AWWA C104.A21.4-08, Double cement lining available EPOXY COATING:.......... ANSI/AWWA C116/A21.16-09 Note: Epoxy coated fittings are available to the specification required for your application(s) BARE: ............................. Available BOLTS: ........................... ANSI/AWWA C111/A21.11-7 INSTALLATION: ............. Per AWWA C600-99 using pipe conforming to ANSI/AWWA C151/A21.51-02 JOINT DIMENSIONS IN INCHES BOLTS Size A Dia. B C Dia. D Dia. F Dia. J Dia. K1 Dia. K2 Dia. L M S T X Size No. 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 .58 .62 .39 .33 ¾ Á x3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .39 .34 Â ¾x3½ 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 .63 .88 .43 .36 Â ¾x3½ 6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 .66 1.00 .45 .38 Â ¾x4 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 1.00 .47 .40 Â ¾x4 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 1.00 .49 .42 Â ¾x4 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 .79 1.25 .55 .47 Â ¾x4½ 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .58 .50 Â ¾x4½ 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .54 Â ¾x4½ 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 .69 .57 Â ¾x4½ 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .75 .61 Â ¾x5 16 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 .82 .66 1¿ 1x6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 .74 1¿ 1x6 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.25 .82 1À 1¼x6½ 28 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 .90 1À 1¼x6½ 32 Tyler Pipe Company • 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 Union Foundry Company • 1501 W. 17th Street • Anniston, Alabama 36202 • (800) 226-7601 www.tylerunion.com 23U - Mechanical Joint C153/A21.53 Compact Revised 01/10 Domestic EBAA IRON EBAA IRON Made in USA SECTION A-A SECTION B-B Note:Dimensionsareininchesandaresubjecttochangewithoutnotice.Pressure Ratings Series 2000PV Submittal Reference Drawing Nominal PipeSize3468101214161820243036 SeriesNumber2003200420062008201020122014201620182020202420302036 C 4.845.928.0210.1712.2214.3216.4018.5020.6022.7026.9033.2939.59 D 1.551.681.681.682.102.102.252.252.252.252.752.702.70 F 3.604.907.009.1511.2013.3015.4917.5819.6821.7925.9932.2238.52 M 0.500.500.500.620.620.750.880.881.131.251.421.501.50 P(withnutsOff)8.69.512.113.616.018.120.923.025.127.231.537.744.0 X 3/47/87/87/87/87/87/87/87/87/87/811/811/8 J 6.197.509.5011.7514.0016.2518.7521.0023.2525.5030.0036.8843.75 K2 7.699.1311.1313.3815.6317.8820.3822.6324.8827.1331.6339.1246.00 WedgeQty 44668810121214162024 BoltQty 44668810121214162024 WeightLBS 7.08.812.116.326.031.447.652.861.870.992.9128.5161.3 P 9.810.513.014.517.019.021.723.825.928.032.338.544.8 K2 J CF F C P 0.75 X M D 0.125 0.125 C F J B B A A SPACER Nominal PipeSize3468101214161820243036 SeriesNumber2003200420062008201020122014201620182020202420302036 DR-14200200200200200200------- DR-18150150150150150150------- DR-25100100100100100100------- SDR-17250250250250250250------- SDR-21200200200200200200------- SDR-26160160160160160160------- DR-14200200200200200200------- DR-18150150150150150150------- DR-25100100100100100100------- DR-18------235235235235235-- DR-25------165165165165165165- DR-32.5------------125 SDR-17200200200200200200------- SDR-21160160160160160160------- SDR-26120120120120120120------- C905PVCPipeRatingsforOrdinaryWaterWorksw/TransientSurgesOnly RatingsforPeakPressuresusedinSewageForceMainsandOtherInstallationsDesignedforCyclicSurgesof1-Mill.Cycles Note:Forapplicationsorpressuresotherthanthoseshown,pleasecontactEBAAforassistance. Mechanical Joint Restraint Sample Specification (The text of the specifications below can be copied and pasted from www.ebaa.com/download/2000spec.doc) Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI/AWWA C111/A21.11 or ANSI/AWWA C153/A21.53, shall conform to the following: Design Installation Traceability Approvals Restraint devices for nominal pipe sizes 3 inch through 36 inch shall consist of multiple gripping wedges incorporated into a follower gland meeting the applicable requirements of ANSI/AWWA C111/A21.11. The devices shall have a working pressure rating equal to that of the pipe on which it is used. Ratings are for water pressure and must include a minimum safety factor of 2:1 in all sizes. Mechanical joint restraint shall require conventional tools and installation procedures per AWWA C600, while retaining full mechanical joint deflection during assembly as well as allowing joint deflection after assembly. Proper actuation of the gripping wedges shall be ensured with torque limiting twist off nuts. Material Gland body, wedges and wedge actuating components shall be cast from grade 65-45-12 ductile iron material in accordance with ASTM A536. Three (3) test bars shall be incrementally poured per production shift as per Underwriter's Laboratory (U.L.) specifications and ASTM A536. Testing for tensile, yield and elongation shall be done in accordance with ASTM E8. Chemical and nodularity tests shall be performed as recommended by the Ductile Iron Society, on a per ladle basis. All physical and chemical test results shall be recorded such that they can be accessed via the identification number on the casting. These Material Traceability Records (MTR's) are to be made available, in hard copy, to the purchaser that requests such documentation and submits his gland body identification number. Production pieces that are too small to accommodate individual numbering, such as fasteners and wedges, shall be controlled in segregate inventory until such time as all quality control tests are passed. These component parts may then be released to a general inventory for final assembly and packaging. All components shall be manufactured and assembled in the United States. The purchaser shall, with reasonable notice, have the right to plant visitation at his/her expense. An identification number consisting of year, day, plant and shift (YYDDD)(plant designation)(Shift number), shall be cast into each gland body. Mechanical Joint Restraints shall be Listed by Underwriters Laboratories in the 4 inch through 12 inch sizes. Mechanical Joint Restraints shall be Factory Mutual Approved in the 4 inch through 12 inch sizes. Mechanical Joint Restraints, 4 inch through 24 inch, shall meet or exceed the requirements of ASTM F1674 of the latest revision. Mechanical joint restraint shall be Series 2000PV produced by EBAA Iron Inc. or approved equal. Series 2200 MEGALUG Restraint for C905 PVC Pipe at Mechanical Joint Fittings (Sizes 42 and 48 inches) Series 2000SV Split 2000PV Restraint for Existing Mechanical Joints Series 2500 Restraint for C900 and C905 PVC pipe at PVC fittings (Now Available in Sizes 42 and 48 inch) Series 2800 Bell Restraint Harness for C905 PVC Pipe (Now Available in Sizes 42 and 48 inch) Support Products for more information concerning these products please consult the catalog or www.ebaa.com MEGA-BOND™Restraint Coating System All wedge assemblies and related parts shall be processed through a phosphate wash, rinse and drying operation prior to coating application. The coating shall consist of a minimum of two coats of liquid Xylan® fluoropolymer coating with heat cure to follow each coat. All casting bodies shall be surface pretreated with a phosphate wash, rinse and sealer before drying. The coating shall be electrostatically applied and heat cured. The coating shall be a polyester based powder to provide corrosion, impact and UV resistance. The coating system shall be MEGA- BOND by EBAA Iron, Inc. or approved equal. Requests for approved equal must submit coating material and process details for review prior to bid. For more information regarding MEGA-BOND, refer to the MEGA-BOND brochure or visit www.ebaa.com. EBAA Iron started manufacturing joint restraint products for PVC pipe in the early 1980s. The testing of early prototypes of various configurations of restraints on large diameter PVC pipe indicated that a restraint device must be capable of consistently and reliably gripping the pipe. If not, the restraint can slip under pressure, resulting in sudden impact, and cause the pipe to burst. Armed with this background knowledge and an appreciation for the capabilities of PVC pipe, EBAA purposefully deviated from what many in the industry once considered to be the "only" way to grip PVC pipe. This led to the development of the Series 2000PV restraint. The design of the 2000PV incorporates the gripping mechanism into the design of the mechanical joint gland and utilizes a simple two part assembly process. The first step involves assembling the joint the same as any standard mechanical joint. The assembly procedure we recommend is that established in AWWA C600. The second is the actuation of the restraint. The 2000PV Concept The 2000PV mechanical joint restraint is the fastest and most economical method of restraining PVC pipe to mechanical joints. Now the need for costly concrete thrust blocks and corrodible steel tie rods is eliminated. It can be used in straight alignment or at the preset deflection recommended for the mechanical joint. The 2000PV was the first PVC joint restraint to be tested to UNI-B-13, Underwriters Laboratories, and Factory Mutual. Tested to and meets the requirements of ASTM F 1674-96 "Standard" Test Method for Joint Restraint Products for Use with PVC Pipe" through 24 inch size. UL-listed in the four through twelve inch sizes for joining UL- listed ductile iron fittings to UL-listed, Class 150 PVC pressure pipe. The maximum allowable joint deflection is five degrees. Factory Mutual approved for use on DR18 PVC pipe in four through twelve inch sizes. Series 2000PV: Mechanical Joint Restraint Gland for use with C900 or IPS OD PVC Pipe FM APPROVED U L® ASTMF1674 Series 2000PV Takes the Load On April 11, 1997 EBAA Iron performed a remarkable force demonstration of their Series 2000PV joint restraint. With the use of EBAA's Series 2000PV using a standard mechanical joint installation on 12 inch PVC Pipe, and a 80 Ton motor crane, EBAA Iron lifted a D7 Caterpillar Track Type Tractor weighing in at 50,350 lbs. Along with this, the Series 2000PV has been tested to over 700 PSI. Concluding that EBAA's Series 2000PV can take the load. �� EBAA IRON Sales, Inc.P.O. Box 857, Eastland, TX 76448Tel: (254) 629-1731 Fax: (254) 629-8931(800) 433-1716 within US and Canadacont act@ebaa.comwww.ebaa.com Identify the pipe. The 2000PV is for use with PVC pipe. The 4" through 12" size may be used on both C900 and IPS PVC pipe. Check to see if the spacers under the screws are in place. If the pipe is C900, proceed with spacers in place. If the pipe is IPS OD, remove the spacers. Since the 3" and the 14" through 24" restraints are only used with one pipe diameter, no spacers are used. Clean the socket and the plain end. Lubrication and additional cleaning should be provided by brushing both the gasket and the plain end with soapy water or approved pipe lubrication meeting the requirements of ANSI/AWWA C111/A21.11, just prior to slipping the gasket onto the plain end for joint assembly. Place the gland on the plain end with the lip extension toward the plain end, followed by the gasket. Tighten the bolts to the normal range of bolt torque (45-60 ft-lbs for 3", 75-90 ft-lbs for 4" through 24", 100-120 ft-lbs for 30" and 36", and 120-150 ft-lbs for 42" and 48") while at all times maintaining approximately the same distances between the gland and the face of the flange at all points around the socket. This can be accomplished by partially tightening the bottom bolt first, then the top bolt, next the bolts at either side, finally the Insert the pipe into the socket and press the gasket firmly and evenly into the gasket recess. Keep the joint straight during assembly. Push the gland toward the socket and center it around the pipe with the gland lip against the gasket. Insert bolts and hand tighten nuts. Make deflection after joint assembly but before tightening bolts. remaining bolts. Repeat the process until all bolts are within the appropriate range of torque. The use of a torque indicating wrench will facilitate this procedure. Tighten the torque limiting twist off nuts in a clockwise direction (direction indicated by arrow on top of nut) until all wedges are in firm contact with the pipe surface. Continue tightening in an alternating manner until all of the nuts have been twisted off. If removal is necessary, utilize the 5/8" hex heads provided. If reassembly is required, assemble the joint in the same manner as above, tighten the screws to 60 to 80 ft- lbs. If the Series 2000PV restraint is removed from the pipe, be sure that all of the screws, spacers (if required), and wedges are in place before the restraint is reassembled. * These steps are requirements of AWWA. AWWA Standards, C600, Sec. 3.4.2 1.* 2.* 3. * 4. * 5 . 6 . 7 . Spacer Instructions For installation on ASTM 2241 sized pipe, remove spacers and replace screws. Install per instructions. ASTM 2241 PVC Pipe (IPS O.D.)C900 PVC Pipe Installation Instructions 2. 4(cont.)5.6. 3.4. Leave Spacer Remove Spacer For installation on C900 PVC pipe, use as received and install per instructions. SERIES 2000PV M e c h a n i c a l J o i n t R e s t r a i n t F o r P VC P i p e Features and Application: • Sizes 3 inch through 36 inch Sizes 42 inch and 48 inch Accommodated by Series 2200 •MEGA-BOND™ Restraint Coating System For more information on MEGA-BOND, refer to www.ebaa.com/products/mega-bond • Constructed of ASTM, 65-45-12 Ductile Iron. • The Mechanical Joint follower gland is incorporated into the restraint. • Heavy Duty thick wall design • Support Products Available: • All 2000PV and related restraint products can be furnished as packaged accessories complete with appropriate restraint, gasket, lubrication and bolting hardware. • For use on water or wastewater pipelines subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774. Copyright 2003 © EBAA IRON, Inc.0605-5-H �� NominalPipeSize3468101214161820243036 SeriesNumber2003200420062008201020122014201620182020202420302036 ShippingWeights7.08.812.116.326.031.447.652.861.870.992.9128.5161.3 U . S . P a t e n t N o . 4 6 27774 , 4 8 9 6 9 0 3 , 5 071 17 5 . Split MJ repair style available for 3 inch through 12 inch. EBAA Series 2000SV Solid restraint harness available for C905 PVC pipe bells. EBAA Series 2800 Split restraint harness available for C900 and C905 pipe bells and PVC fittings. EBAA Series 1500, 1600 and 2500 �� EBAA IRON EBAA IRON Made in USA SECTION A-A SECTION B-B Note:Dimensionsareininchesandaresubjecttochangewithoutnotice.Pressure Ratings Series 2000PV Submittal Reference Drawing Nominal PipeSize3468101214161820243036 SeriesNumber2003200420062008201020122014201620182020202420302036 C 4.845.928.0210.1712.2214.3216.4018.5020.6022.7026.9033.2939.59 D 1.551.681.681.682.102.102.252.252.252.252.752.702.70 F 3.604.907.009.1511.2013.3015.4917.5819.6821.7925.9932.2238.52 M 0.500.500.500.620.620.750.880.881.131.251.421.501.50 P(withnutsOff)8.69.512.113.616.018.120.923.025.127.231.537.744.0 X 3/47/87/87/87/87/87/87/87/87/87/811/811/8 J 6.197.509.5011.7514.0016.2518.7521.0023.2525.5030.0036.8843.75 K2 7.699.1311.1313.3815.6317.8820.3822.6324.8827.1331.6339.1246.00 WedgeQty 44668810121214162024 BoltQty 44668810121214162024 WeightLBS 7.08.812.116.326.031.447.652.861.870.992.9128.5161.3 P 9.810.513.014.517.019.021.723.825.928.032.338.544.8 K2 J CF F C P 0.75 X M D 0.125 0.125 C F J B B A A SPACER Nominal PipeSize3468101214161820243036 SeriesNumber2003200420062008201020122014201620182020202420302036 DR-14200200200200200200------- DR-18150150150150150150------- DR-25100100100100100100------- SDR-17250250250250250250------- SDR-21200200200200200200------- SDR-26160160160160160160------- DR-14200200200200200200------- DR-18150150150150150150------- DR-25100100100100100100------- DR-18------235235235235235-- DR-25------165165165165165165- DR-32.5------------125 SDR-17200200200200200200------- SDR-21160160160160160160------- SDR-26120120120120120120------- C905PVCPipeRatingsforOrdinaryWaterWorksw/TransientSurgesOnly RatingsforPeakPressuresusedinSewageForceMainsandOtherInstallationsDesignedforCyclicSurgesof1-Mill.Cycles Note:Forapplicationsorpressuresotherthanthoseshown,pleasecontactEBAAforassistance. Mechanical Joint Restraint Sample Specification (The text of the specifications below can be copied and pasted fromwww.ebaa.com/download/2000spec.doc) Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI/AWWA C111/A21.11 or ANSI/AWWA C153/A21.53, shall conform to the following: Design Installation Traceability Approvals Restraint devices for nominal pipe sizes 3 inch through 36 inch shall consist of multiple gripping wedges incorporated into a follower gland meeting the applicable requirements of ANSI/AWWA C111/A21.11. The devices shall have a working pressure rating equal to that of the pipe on which it is used. Ratings are for water pressure and must include a minimum safety factor of 2:1 in all sizes. Mechanical joint restraint shall require conventional tools and installation procedures per AWWA C600, while retaining full mechanical joint deflection during assembly as well as allowing joint deflection after assembly. Proper actuation of the gripping wedges shall be ensured with torque limiting twist off nuts. Material Gland body, wedges and wedge actuating components shall be cast from grade 65-45-12 ductile iron material in accordance with ASTM A536. Three (3) test bars shall be incrementally poured per production shift as per Underwriter's Laboratory (U.L.) specifications and ASTM A536. Testing for tensile, yield and elongation shall be done in accordance with ASTM E8. Chemical and nodularity tests shall be performed as recommended by the Ductile Iron Society, on a per ladle basis. All physical and chemical test results shall be recorded such that they can be accessed via the identification number on the casting. These Material Traceability Records (MTR's) are to be made available, in hard copy, to the purchaser that requests such documentation and submits his gland body identification number. Production pieces that are too small to accommodate individual numbering, such as fasteners and wedges, shall be controlled in segregate inventory until such time as all quality control tests are passed. These component parts may then be released to a general inventory for final assembly and packaging. All components shall be manufactured and assembled in the United States. The purchaser shall, with reasonable notice, have the right to plant visitation at his/her expense. An identification number consisting of year, day, plant and shift (YYDDD)(plant designation)(Shift number), shall be cast into each gland body. Mechanical Joint Restraints shall be Listed by Underwriters Laboratories in the 4 inch through 12 inch sizes. Mechanical Joint Restraints shall be Factory Mutual Approved in the 4 inch through 12 inch sizes. Mechanical Joint Restraints, 4 inch through 24 inch, shall meet or exceed the requirements of ASTM F1674 of the latest revision. Mechanical joint restraint shall be Series 2000PV produced by EBAA Iron Inc. or approved equal. Series 2200 MEGALUG Restraint for C905 PVC Pipe at Mechanical Joint Fittings (Sizes 42 and 48 inches) Series 2000SV Split 2000PV Restraint for Existing Mechanical Joints Series 2500 Restraint for C900 and C905 PVC pipe at PVC fittings (Now Available in Sizes 42 and 48 inch) Series 2800 Bell Restraint Harness for C905 PVC Pipe (Now Available in Sizes 42 and 48 inch) Support Products for more information concerning these products please consult the catalog orwww.ebaa.com MEGA-BOND™Restraint Coating System All wedge assemblies and related parts shall be processed through a phosphate wash, rinse and drying operation prior to coating application. The coating shall consist of a minimum of two coats of liquid Xylan® fluoropolymer coating with heat cure to follow each coat. All casting bodies shall be surface pretreated with a phosphate wash, rinse and sealer before drying. The coating shall be electrostatically applied and heat cured. The coating shall be a polyester based powder to provide corrosion, impact and UV resistance. The coating system shall be MEGA- BOND by EBAA Iron, Inc. or approved equal. Requests for approved equal must submit coating material and process details for review prior to bid. For more information regarding MEGA-BOND, refer to the MEGA-BOND brochure or visit www.ebaa.com. EBAA Iron started manufacturing joint restraint products for PVC pipe in the early 1980s. The testing of early prototypes of various configurations of restraints on large diameter PVC pipe indicated that a restraint device must be capable of consistently and reliably gripping the pipe. If not, the restraint can slip under pressure, resulting in sudden impact, and cause the pipe to burst. Armed with this background knowledge and an appreciation for the capabilities of PVC pipe, EBAA purposefully deviated from what many in the industry once considered to be the "only" way to grip PVC pipe. This led to the development of the Series 2000PV restraint. The design of the 2000PV incorporates the gripping mechanism into the design of the mechanical joint gland and utilizes a simple two part assembly process. The first step involves assembling the joint the same as any standard mechanical joint. The assembly procedure we recommend is that established in AWWA C600. The second is the actuation of the restraint. The 2000PV Concept The 2000PV mechanical joint restraint is the fastest and most economical method of restraining PVC pipe to mechanical joints. Now the need for costly concrete thrust blocks and corrodible steel tie rods is eliminated. It can be used in straight alignment or at the preset deflection recommended for the mechanical joint. The 2000PV was the first PVC joint restraint to be tested to UNI-B-13, Underwriters Laboratories, and Factory Mutual. Tested to and meets the requirements of ASTM F 1674-96 "Standard" Test Method for Joint Restraint Products for Use with PVC Pipe" through 24 inch size. UL-listed in the four through twelve inch sizes for joining UL- listed ductile iron fittings to UL-listed, Class 150 PVC pressure pipe. The maximum allowable joint deflection is five degrees. Factory Mutual approved for use on DR18 PVC pipe in four through twelve inch sizes. Series 2000PV: Mechanical Joint Restraint Gland for use with C900 or IPS OD PVC Pipe FM APPROVED UL® ASTMF1674 Series 2000PVTakes the LoadOn April 11, 1997 EBAA Ironperformed a remarkable force demonstration oftheir Series 2000PV joint restraint. With the use of EBAA's Series 2000PVusing a standard mechanical joint installation on 12 inch PVC Pipe, and a 80 Ton motorcrane, EBAA Iron lifted a D7 Caterpillar Track Type Tractor weighing in at 50,350 lbs.Along with this, the Series 2000PV has been tested to over 700 PSI. Concluding thatEBAA's Series 2000PV can take the load.�� EBAA IRON Sales, Inc.P.O. Box 857, Eastland, TX 76448Tel: (254) 629-1731 Fax: (254) 629-8931(800) 433-1716 within US and Canadacont act@ebaa.comwww.ebaa.comIdentify the pipe. The 2000PV is for usewith PVC pipe. The 4" through 12" size maybe used on both C900 and IPS PVC pipe.Check to see if the spacers under thescrews are in place. If the pipe is C900,proceed with spacers in place. If the pipeis IPS OD, remove the spacers. Since the3" and the 14" through 24" restraints areonly used with one pipe diameter, nospacers are used.Clean the socket and the plain end.Lubrication and additional cleaning shouldbe provided by brushing both the gasketand the plain end with soapy water orapproved pipe lubrication meeting therequirements of ANSI/AWWAC111/A21.11, just prior to slipping thegasket onto the plain end for jointassembly. Place the gland on the plain endwith the lip extension toward the plain end,followed by the gasket.Tighten the bolts to the normal range ofbolt torque (45-60 ft-lbs for 3", 75-90 ft-lbsfor 4" through 24", 100-120 ft-lbs for 30"and 36", and 120-150 ft-lbs for 42" and48") while at all times maintainingapproximately the same distancesbetween the gland and the face of theflange at all points around the socket. Thiscan be accomplished by partially tighteningthe bottom bolt first, then the top bolt, nextthe bolts at either side, finally theInsert the pipe into the socket and pressthe gasket firmly and evenly into thegasket recess. Keep the joint straightduring assembly.Push the gland toward the socket andcenter it around the pipe with the gland lipagainst the gasket. Insert bolts and handtighten nuts. Make deflection after jointassembly but before tightening bolts.remaining bolts. Repeat the process untilall bolts are within the appropriate range oftorque. The use of a torque indicatingwrench will facilitate this procedure.Tighten the torque limiting twist off nuts ina clockwise direction (direction indicatedby arrow on top of nut) until all wedges arein firm contact with the pipe surface.Continue tightening in an alternatingmanner until all of the nuts have beentwisted off.If removal is necessary, utilize the 5/8" hexheads provided. If reassembly is required,assemble the joint in the same manner asabove, tighten the screws to 60 to 80 ft-lbs. If the Series 2000PV restraint isremoved from the pipe, be sure that all ofthe screws, spacers (if required), andwedges are in place before the restraint isreassembled.* These steps are requirements of AWWA.AWWA Standards, C600, Sec. 3.4.21.* 2.* 3.* 4.* 5 .6 .7 .Spacer InstructionsFor installation onASTM 2241sized pipe, removespacers and replacescrews. Install perinstructions.ASTM 2241 PVC Pipe (IPS O.D.)C900 PVC PipeInstallation Instructions2.4(cont.)5.6.3.4.LeaveSpacerRemoveSpacerFor installation onC900 PVCpipe, useas received andinstall perinstructions.SERIES 2000PVM e c h a n i c a l J o i n t R e s t r a i n tF o r P VC P i p eFeatures and Application:• Sizes3inch through36inchSizes42inch and48inchAccommodated by Series 2200•MEGA-BOND™ Restraint Coating SystemFor more information on MEGA-BOND, referto www.ebaa.com/products/mega-bond• Constructed of ASTM,65-45-12 Ductile Iron.• The Mechanical Joint followergland is incorporated into therestraint.• Heavy Duty thick wall design• Support Products Available:• All 2000PV and related restraintproducts can be furnished aspackaged accessories completewith appropriate restraint, gasket,lubrication and bolting hardware.• For use on water or wastewaterpipelines subject to hydrostaticpressure and tested in accordancewith either AWWA C600 orASTM D2774.Copyright 2003 © EBAA IRON, Inc.0605-5-H�� NominalPipeSize3468101214161820243036SeriesNumber2003200420062008201020122014201620182020202420302036ShippingWeights7.08.812.116.326.031.447.652.861.870.992.9128.5161.3U . S . P a t e n t N o .4 6 27774 , 4 8 9 6 9 0 3 , 5 071 17 5 .Split MJ repair style available for3 inch through 12 inch.EBAA Series 2000SVSolid restraint harness availablefor C905 PVC pipe bells.EBAA Series 2800Split restraint harness availablefor C900 and C905 pipe bells andPVC fittings.EBAA Series 1500, 1600 and 2500�� tube COPPER TUBE FOR CONSTRUCTION APPLICATIONS Technical Data: 7-04 Corporate Headquarters PO Box 66800 • St.Louis,MO 63166-6800 888-237-7611 |618-337-6000 • f.618-337-6958 www.cerroflow.com Copper UNS No. C12200 Types K, L, and M ASTM B88 Color marking is not applicable to tube furnished in annealed straight lengths or coils. Typical uses include: • Type M - above ground residential and light commercial uses. (Sizes range from 3/8" - 8" diameter) • Type L - residential and commercial uses. (Sizes range from 1/4" - 8" diameter) • Type K - underground residential, commercial and industrial uses. (Sizes range from 1/4" - 8" diameter) • Type DWV - ASTM B306: used for drainage, waste and vents Cerro tube is the original copper tube for plumbing, air conditioning and refrigeration applications in residential, commercial and institutional installations. We provide a complete range of sizes and types, engineered to exact specifications to meet the highest standards of performance. Product Copper Water Tube, Type K (heavy wall) Copper Water Tube, Type L (medium wall) Copper Water Tube, Type M (light wall) Copper Drainage Tube, Type DWV Temper Hard Soft Hard Soft Hard Hard Lengths 10 ft. straight 20 ft. straight 20 ft. straight 40 ft. coils 60 ft. coils 100 ft. coils 10 ft. straight 20 ft. straight 20 ft. straight 30 ft. coils 40 ft. coils 60 ft. coils 100 ft. coils 10 ft. straight 20 ft. straight 10 ft. straight 20 ft. straight Uses Domestic water service and distribution, fire protection, solar, fuel/fuel oil, HVAC, snow melting, compressed air, natural gas, liquefied petroleum (LP) gas, vacuum Domestic water service and distribution, fire protection, solar, fuel/fuel oil, HVAC, snow melting, compressed air, natural gas, liquefied petroleum (LP) gas, vacuum General plumbing and heating purposes; drainage waste, vent and other light pressure uses. Drainage waste, vents, soil and other non-pressure applications Specifications ASTM B88 ASTM B88 ASTM B88 ASTM B306 Code Green Blue Red Yellow * Please Note: 4" Saddles with 2" taps have a limited range. Specifically, 4.80 - 5.10 or 5.10 - 5.40. All other tap sizes have the standard 4.80 - 5.40 range. To Order: Select the catalog number for the desired pipe range and complete the catalog number by adding the outlet thread tap code. Example: A double strap saddle for 6.90 D.I. pipe with a 3/4" CC thread would be 202B-750-CC3. FEATURES • All brass conforms to AWWA Standard C800 (ASTM B-62 and/or ASTM B-584, UNS NO C83600 - 85-5-5-5) • Straps are 5/8" high quality silicon bronze flattened to provide a wider bearing surface against pipe. • Gasket is EPDM rubber ASTM D2000 NOM. PIPE SIZE O.D. RANGE APPROX. WT. LBS. CATALOG NUMBER ✓ SUBMITTED ITEM(S) *4" 4.80 - 5.40 6.6 ▼ 202B-540-Tap 4.80 - 5.10 7.3 ▼ 202B-510-Tap 5.10 - 5.40 7.3 ▼ 202B-540-Tap 6" 6.90 - 7.50 7.7 ▼ 202B-750-Tap 8" 9.05 - 9.62 8.8 ▼ 202B-962-Tap 10" 11.10 - 12.12 10.7 ▼ 202B-1212-Tap 12" 13.20 - 14.38 11.8 ▼ 202B-1438-Tap 14" 15.30 - 16.25 18.0 ▼ 202B-1625-Tap 16" 16.30 - 17.25 19.1 ▼ 202B-1725-Tap 17.40 - 18.40 23.0 ▼ 202B-1840-Tap 18.50 - 19.25 24.0 ▼ 202B-1925-Tap 18" 19.50 - 20.50 25.0 ▼ 202B-2050-Tap 20"21.20 - 22.20 25.5 ▼ 202B-2220-Tap 22.50 - 23.50 25.7 ▼ 202B-2350-Tap 24"23.80 - 24.80 26.0 ▼ 202B-2480-Tap 25.60 - 26.50 26.5 ▼ 202B-2650-Tap 30" 31.74 - 32.74 27.0 ▼ 202B-3274-Tap EPDM Gasket Silicon bronze straps Brass nuts CC (AWWA) THREAD THREAD CODE NUMBER ✓ SUBMITTED ITEM(S) 3/4” CC CC3 1” CC CC4 1-1/2” CC CC6 2” CC CC7 IP THREAD THREAD CODE NUMBER ✓ SUBMITTED ITEM(S) 3/4” IP IP3 1” IP IP4 1-1/2” IP IP6 2” IP IP7 OUTLET TAP CODE The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com Submitted By: The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. 10/22/07 Brass Saddles - (202B-xxx-xxx style) SUBMITTAL INFORMATION 202B DOUBLE STRAP BRASS SADDLES ▼ UL Classified to ANSI/NSF Standard 61. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (UNS No. C89833) • The product has the letters “NL” cast into the main body for lead-free identiﬁ cation • Certiﬁ ed to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS No. C83600, 85-5-5-5) • Padlock Wing for locking valve in closed position • Hole for attaching handle is provided in the tee head • 300 PSI working pressure • Includes EPDM drop-in style meter gasket • Suitable for customer side shut off (outlet side of meter) up to 300 PSI • Slotted holes are standard on 2" Flanged Meter Valves, allowing 1-1/2" Flange Meter connection Optional: Full 360° tee head rotation. Insert "R" into the part number. Example: BFA43-777WR-Q-NL Meter support brackets. Insert "-MSB" into the part number Example: BFA43-777W-MSB-Q-NL QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) INLET BY METER FLANGE OUTLET Inlet VALVE SIZE SERVICE LINE SIZE INLET METER SIZE OUTLET LENGTH HEIGHT APPROX. WT. LBS PART NUMBER ✓ SUBMITTED ITEM(S) 1-1/2" 1-1/2" 1-1/2" 2-1/2" 3-13/32" 7.5 BFA43-666W-Q-NL 2" 2" 1-1/2" x 2" 2-13/16" 3-5/8" 9.1 BFA43-777W-Q-NL Solid one piece tee-head and stem Sturdy stops allow 90° motion and are enclosed and protected. A snap ring locks the stem into the body of the valve Padlock Wing EPDM O-rings in the stem Molded EPDM rubber seat supports the ball Fluorocarbon-coated brass ball Height The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com Submitted By: The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. 04/01/14 Angle Ball Flange Meter Valves - (BFA43-xxxW-Q-NL style) SUBMITTAL INFORMATION Meter Flange Length External Nut Stop Stainless Steel Gripper Molded Buna-N Spring Tip Gasket Provides Hydraulic Seal Quick Joint Nut Note: Ford recommends using insert stiffeners with plastic pipe or tubing. Outlet FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (UNS NO C89833) • The product has the letters "NL" cast into the main body for proper identification • UL Classified to ANSI/NSF Standard 61 and Standard 61 Annex G (NSF/ANSI 372) • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5) • Ends are integral or secured with adhesive to prevent unintentional disassembly • 300 PSI working pressure AWWA/CC TAPER THREAD INLET BY GRIP JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTLET VALVE SIZE INLET SIZE OUTLET SIZE VALVE LENGTH BODY OUTLET THREADS APPROX. WT. LBS PART NUMBER ✓ SUBMITTED ITEM(S) 2" 2" 2" 7-1/2" 2" Flare Copper 9.8 FB1000-7-G-NL The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com Submitted By: The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. 02/05/13 Ballcorp Corporation Stops - (FB1000-7-G-NL style) SUBMITTAL INFORMATION Note: Ford recommends using insert stiffeners with plastic pipe or tubing. Inlet Length Solid one piece tee-head and stem EPDM O-rings in the stem AWWA/CC Taper Thread Outlet Molded EPDM rubber seat supports the ball Body Outlet Threads Fluorocarbon-coated brass ball Beveled EPDM rubber gasket provides hydraulic seal Phosphorous bronze gripper ring for axial restraint Grip Joint Anti-Friction washer 800-258-2278 972-263-1360 238 S. Bagdad Rd. Grand Prairie, Texas 75050 Pattern Number: 55 SERIES Weight- See chart Description: Galvanized Meter Boxes With Cast Iron Ring & lids, Options Available Drawn By: MEH Drawing Date: 05-20-2014 Copyright © Bass & Hays Foundry, Inc. 2014, All Rights Reserved. All B&H Products Are Made In USA NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.574.295.3327 • FAX: +1.574.295.3455 www.nibco.com sub-Head www.nibco.com AHEAD OF THE FLOW ® 18 *Lead Free refers to the wetted surface of pipe, fittings and fixtures in potable water systems that have a weighted average lead content ≤ 0.25% per the Safe Drinking Water Act (Sec. 1417) amended 1-4-2011 and other equivalent state regulations. Revised 4/26/2013 Fire Protection Valve • UL listed FM Approved Double-Door • Wafer Style • Rubber Seat • Spring Actuated MaTerIaL LIsT ParT sPeCIFICaTION Ductile Iron ASTM A536, Grade 65-45-12 - 2" thru 12" 1. Body 14" thru 16" Cast Iron ASTM 126, Class B w/ Buna-N (Nitrile) resilient seat molded to body 2. Disc Bronze ASTM B584 Alloy C87600 3. Torsion Spring Stainless Steel 4. Hinge Pin Stainless Steel 5. Stop Pin Stainless Steel 6. Thrust Bearing Stainless Steel 7. Hinge Pin Retainer Steel 8. Stop Pin Retainer Steel 9. Stabilization Sphere Buna-N 10. Spacer Stainless Steel ASTM A276 UNS S31600 CERTIFIED LEAD-FREE* TO NSF/ANSI-61-8 (INCLUDES ANNEX F AND G) AND NSF/ANSI 372 • UL/ULC LISTED • FM APPROVED* sizes 4" - 12" only KW-900-W-LF Wafer Style 21/2" - 12" KW-900-W-LF Wafer Drawing for sizes 2" thru 12"dIMeNsIONs—WeIgHTs—QuaNTITIes dimensions size a B C d e Weight In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. C/V Lbs. Kg. 2½ 65 2.38 60 6.00 152 .125 3 3.50 89 1.313 33 108 4.3 1.95 3 80 2.63 67 5.63 143 .188 5 3.875 98 1.688 43 178 6.1 2.77 4 100 2.63 67 7.75 197 .625 16 4.75 121 3.063 78 440 8.8 3.99 5 125 3.25 83 7.56 192 .813 21 5.50 140 3.625 92 560 13.0 5.90 6 150 3.75 95 8.63 219 .813 21 6.25 159 4.250 108 840 18.0 8.16 8 200 5.00 127 12.25 311 1.000 25 8.00 203 5.500 140 1600 37.0 16.78 10 250 5.50 140 14.75 375 2.125 54 10.12 257 8.500 216 2700 65.0 29.48 12 300 7.13 181 17.38 441 1.938 49 12.00 305 9.250 235 4700 94.0 42.64 14 350 7.25 184 17.75 451 3.250 83 — — 13.000 330 5200 200.0 90.75 16 400 7.50 191 20.25 514 4.500 114 — — 15.000 381 7200 285.0 129.28 *Note: 14” and 16” sizes, 200 PsI WWP, FM approved only – P.O.a. Features • Spring loaded for fast closure, eliminating reverse flow slam and water hammer. • Easily installed, with gasket, between standard class 125 flanges. • Only one set of flange studs is needed. • May be installed in both horizontal and vertical lines with upward flow. NOTe: Twin Disc Check Valves can be installed horizontally or in the vertical position with flow up. CauTION: For horizontal flow applications, the valve must be installed with disc hinge pin in the vertical position to insure proper operation. WarNINg: 1. These are not to be used as steam valves 2. Valves are not to be used near a reciprocating air compressor 3. Install 5 pipe diameters minimum downstream from pump discharge or elbows to avoid flow turbulence. Flow straighteners may be required in extreme cases. NOTe: On pump discharge, the preferred check valves are in-line spring loaded. KW-900-W-LF Wafer Style 14" - 16" Lead-Free* 250 PsI WWP Iron Body Check Valves COMPONeNT Lead-Free ©copyright 2010 Hydra-Shield Manufacturing Spec sheet for Hydra-Storz™ HYDRA-STORZ™ SPEC SHEET HYDRA-SHIELD MANUFACTURING Storz Overview Hydra-Storz™ Adapter Hydra-Storz™ adapter is constructed of A-356 high strength aluminum alloy. The storz sealing surface is a machined metal seat to help eliminate gasket sealing p roblems. The threads, metal seat area, and outside metals are clear coat anodized for protection from the elements, with option of painting (grayish color) Each adapter is equipped with a set of type 302 stainless steel butterfly vanes designed to automati cally open with water flow and automatically close (by use of stainless steel torsion springs) when the water flow is stopped. A stiffener bar is located behind the butterfly vanes protect them from damage and acts as a stream sharper to reduce water friction. Each adapter includes a rubber gasket and stainless set screws. Detail thread specifications will be needed for special threads. The Hydra-Storz™ adapter is exclusively manufactured by: Hydra-Shield Manufacturing Inc. THE PART NUMBERS LISTED ARE NATIONAL STANDARD THREADS ONLY Part Numbers Descriptions HYST-4.0-4.0NH 4” Storz Adapter x 4” National Standard Thread HYST-4.0-4.5NH 4” Storz Adapter x 4.5” National Standard Thread HYST-5.0-4.0NH-NS 5” Storz Adapter x 4” National Standard Thread HYST-5.0-4.5NH-NS 5” Storz Adapter x 4.5” National Standard Thread *Special Threads *Call for other thread patterns OTHER VARIOUS INFORM ATION Hydra-Storz™ Quick Connect Hydrant System Info We are here to help protect our communities just like you. Hydra -Shield Mfg, Inc. Products were invented to help protect us at a faster pace and that’s why Hydra-Storz™ adapters are a great choice for water departments, fire departments and the military installations across the world. Why Chose Hydra-Storz™ *1Connect in 3 Seconds or less with Hydra-Storz™ 1. Response time: 10% of fires account for 90% loss of life & property! A typical house fire takes 7 minutes from start to out of control involvement! 1 minute to receive the call and dispatch, 3 minutes in route to fire, 1 ½ minutes to get the first drop of water on the fire that’s 5 ½ minutes. That leaves you with 1 ½ minutes to control the fire. 2. No frozen blind caps or frozen chains that can damage nozzles. 3. Eliminate Cross Threading, which can put your hydrant out of service. 4. It standardizes your hydrants to fit your fire trucks need for 5” storz or 4” storz connection and limits the use of threading adapters at the scene. Sole Source Contact Info Hydra-Shield Manufacturing Incorporated 8701 John Carpenter Frwy, Suite 230 Dallas, Texas Toll Free: 1-800-676-0911 Fax: 972-594-7826 Email: Sales@hydra-shield.com *1 The Hydra-Storz™ adapter must be used without a blind cap to utilize its full potential in connecting in 3 seconds or less, if you utilize a blind cap (or other various items to block the connection port or grooves) this could add more seconds to the time of connecting to the Hydra-Storz™ adapter, its sole design is to be used as is. Ames Company introduces the In-Building Riser manufactured of Series 300 stainless steel. Using Twenty-First Century technology, Ames has succeeded in the manufacture of a durable and easy to install underground transition fitting to bring municipal water supply into a building. In-Building Riser is ideally suited for fire protection systems. A Division of Watts Industries 875 National Drive • Suite #107 • Sacramento, CA 95834 • Phone: 916-928-0123 • Fax: 916-928-9333 www.amesfirewater.com S-A-InBuildingRiser ■ Specification The In-Building Riser shall be composed of a single extended 90 degree fitting of fabricated 304 stainless steel tubing, maxi- mum working pressure of 175psi. The fitting shall have a grooved-end connection on the outlet (building) side and a CIPS coupler on the underground (inlet) side. ■ Operating Description The In-Building Riser is used to connect the main fire supply to the building overhead fire system. The fitting passes under the foundation without joints and extends up through the floor. Provided with installation tabs, the unit has a CIPS (Cast Iron Pipe Size) coupler for easy connection to the under- ground supply (AWWA C900 PVC) and (Ductile Iron Pipe) an industry standard grooved-end connection (AWWA C606) on the building side for easy connection to the overhead fire sprinkler system. ■ Features/Benefits •Cost savings •Corrosion resistant stainless steel construction, type 304SST •Ease of installation and lightweight allow one person to position and handle the riser •Minimal site preparation; joint restraint one-piece- construction reduces time and labor; no missing parts, no leaks; easily identifiable for approvals •UL/FM approved •Sizes: available in 4" – 10" with various lengths to meet all local requirements •Designed to meet NFPA 24 Section 8-3.2 •AWWA C900 Inlet/DIP •AWWA C606 Outlet In-Building Riser Building perimeter wall Flow Building Floor F l o w Excellence Matters — Specify It! S-A-InBuildingRiser 0312 ©Ames Co. 2001 Printed in U.S.A. A Division of Watts Industries www.amesfirewater.com 875 National Drive • Suite #107 • Sacramento, CA 95834 • Phone: 916-928-0123 • Fax: 916-928-9333 ■ End Connections Horizontal End: Mates with Ductile Iron Pipe and AWWA C900 Pipe (PVC Pipe with Ductile Iron Pipe Equivalent OD’s) Size Mating Pipe OD inch 4 4.80 6 6.90 8 9.05 10 11.10 Utilizes Gasket conforming to UL 157 with “Lock in” gasket configuration ■ Ver tical End Meets AWWA C-606 dimensions for roll grooved pipe ■ Ratings Meets AWWA C-900 pressure class 200, DR 14 Pipe ■ Testing Welds are 100% leak tested at the factory Size Design Proof Pressure inch psi 4 875 6 875 8 700 10 700 ■ Standards NFPA — Designed to allow the contractor to conform to NFPA 24 Section 8-3.2: Where a riser is close to building foundations, underground fittings of proper design and type shall be used to avoid pipe joints being located under the foundations. NFPA — 24, 7.1.1,8-3.4 ■ Approved Fittings FM class 1920 UL (HKOX) (4" – 8") Ames In-Building Risers are precision engineered and manu- factured to provide exceptional reliability. The In-Building Riser significantly reduces installation time and labor costs associ- ated with field assembly. In accordance with NFPA-24, the UL/FM Approved In-Building Riser replaces numerous fittings, elbows and spools, and reduces the possibility of leaks or failure in comparison to tra- ditional installation methods and materials. Factory tested integrity ensures the highest quality installation. The use of stainless steel significantly increases the reliability and life of the Riser. ■ Dimensions Size A B C Weight inch inch ft. ft. lbs. 441⁄2 OD 6 6 71 665⁄8 OD 6 6 98 885⁄8 OD 6 6 129 10 103⁄4 OD 6 6 202 Each diameter (A) of riser is also available in the following vertical/outlet (B) and horizontal/inlet (C) leg dimensions. Call for weight. BC ft. ft 56 57 66 86 A Grooved End CIPS Coupling Tie-Rod Bracket C B SEWER: o PIPE  NORTH AMERICAN – SDR26 & 35 PVC  DIAMOND – SDR26 & 35 PVC o MANHOLE RING & COVER  BASS & HAYS – 30’’ PRECAST  TURNER - MANHOLE DIAMETER 48” o FITTINGS  MULTI FITTING -- TRENCH TOUGH GASKETED o CLEANOUT  STAN ROBERTS - P435C Rev: 01/2006 Product Description: ASTM D3034 Gravity Sewer Pipe North American Pipe's ASTM D3034 Gravity Sewer PVC product line is manufactured to meet the needs of modern municipal waste water systems, residential waste water control and other non- pressure applications. With top quality raw materials and modern processing technology North American Pipe's ASTM D3034 Gravity Sewer pipe meets all industry standards in addition to our own rigorous quality control standards. North American Pipe’s ASTM D3034 Gravity Sewer pipe utilizes Reiber style gaskets throughout the entire product offering. North American Pipe produces a full range of ASTM D3034Gravity Sewer pipe in SDR-35 and SDR-26 classifications. Whether specifying or installing our pipe you can be assured that North American Pipe will provide the pipe “Right, On Time, All the Time”. This product is made in accordance with the following specifications: ASTM D3034 ASTM D1784 ASTM F477 ASTM D3212 Short Form Specification for North American Pipe Corporation ASTM D3034 Gravity Sewer Pipe PVC gravity sewer pipe shall be made from a compound conforming to a cell classification of 12454 or 12364 as defined by ASTM D1784 and in accordance with ASTM D3034 for sizes four inch through fifteen inch. The wall thickness, when tested according to ASTM D3412, shall correspond to a dimension ratio of SDR 35 with a pipe stiffness value of 46 or SDR26 with a pipe stiffness of 115 for heavy wall pipe. Integral bells shall incorporate locked in gaskets meeting the requirements of ASTM D3212 and F477. The laying length of the pipe shall be 14 feet. Rev: 01/2006 ASTM D3034 Gravity Sewer Pipe NOMINAL PIPE SIZE OUTSIDE DIA. – NOM. (OD) *APPROX. BELL DIA. (BD) **APPROX. BELL DEPTH (C) INSERT MARK (L) 4” 4.215 5.25 4.27 3.250 6” 6.275 7.50 5.40 4.125 8” 8.400 10.00 6.27 4.250 10” 10.500 12.25 7.16 5.250 12” 12.500 14.25 8.04 5.500 15” 15.300 17.25 9.61 7.500 NOMINAL PIPE SIZE SDR 35 (T) SDR 26 (T) SDR 23.5 (T) 4” .120 .162 .178 6” .180 .241 .265 8” .240 .323 10” .300 .404 12” .360 .481 15” .437 .588 Note: These dimensions are for estimating purposes only * Dimension given for Approx. Bell Diameter (BD) is for highest pressure class ** Nominal depth, depth will vary by pressure class page 13 thirteen Sani-21™: PVC Sewer Pipe SPECIFICATION DATA D3034 & F679 SEWER SPECIFICATION DATA Diamond gravity sewer pipe 4 inches through 48 inches shall be made of compounds conforming to material requirements of ASTM D3034 and ASTM F679 in accordance with ASTM D1784. Diamond PVC Sewer Pipe meets all the dimensional, chemical, and physical requirements as outlined in ASTM D3034 and ASTM F679. The pipe sizes 4 inches through 48 inches are made with an integral bell “water-tight” joint that meets the requirements of ASTM D3212 and that utilizes a Rieber gasket system for sealing that meets the requirements of ASTM F477. Each male end shall be beveled to facilitate joining and referencing marked for proper insertion depth. Diamond furnished lubricant is to be used in the joining process. Physical Properties of ASTM D3034 & F679 Pipe Materials: Pipe shall be made of PVC plastic having a minimum cell classification of 12454 or 12364 as defined in Specification D1784. Property ASTM Minimum T e s t Specific Gravity D792 1.40 Tensile Strength, psi D638 7,000 Tensile Modulus, psi D638 400,000 IZOD Impact Strength, D256 .65ft., lb./in. SHORT FORM Specification for Diamond PVC Solid-Wall Sewer Pipe SDR 26 or SDR 35 or PS 46 or PS 115 Diamond PVC Solid-Wall Sewer PIpe shall be made of compounds conforming to ASTM D1784 manufactured in accordance with the material requirements of ASTM D3034 or ASTM F679. Diamond PVC Sewer Pipe must meet all dimensional, chemical, and physical requirements as outlined in ASTM D3034 orASTM F679. Diamond PVC Sewer Pipe shall be installed according to the requirements of ASTM D2321. Joints shall meet the requirements of ASTM D3212 and shall be formed using Rieber Technology. Uni-Bell UNI-PUB 6, “and the manufacturer’s requirements.” Corporate Headquarters 1212 Johnstown Road P.O. Box 1608 Grand Island, NE 68802-1608 SANITARY SEWER PIPE FOR THE 21st CENTURY Pipe Stiffness Pipe Modulus SDR E = 400,000 E = 500,000 41 28 35 35 46 57 26 115 144 Standard laying lengths are 14 and 22 feet TM SANITARY SEWER PIPE FOR THE 21st CENTURY page 14 fourteen Sani-21™: PVC Sewer Pipe SPECIFICATION DATA SANITARY SEWER PIPE FOR THE 21st CENTURY Standard laying lengths are 14 & 22 feet “Possession of this page does not constitute an offer of sale” Prices are subject to a firm policy of “Price in effect at time of shipment on regular purchases” D3034 & F679 SEWER SPECIFICATION DATA Nominal Pipe Size Inches Outside Diameter A Inches Bell Socket Diameter B Inches Socket Depth C Inches Insert Mark D Inches Wall Thickness SDR26/PS115 (t) Inches Wall Thickness SDR35/PS46 (t) Inches 4 4.215 5-1/4 4-5/8” 4“ 0.162 0.120 6 6.275 7-1/2 4-3/4” 4“ 0.241 0.180 8 8.400 9-7/8 6-1/8” 5“ 0.323 0.240 10 10.500 12-3/8 6-3/4” 6“ 0.404 0.300 12 12.500 14-5/8 7-1/4” 6“ 0.481 0.360 15 15.300 18 6-3/4” 6” 0.588 0.437 Strength Corporate Headquarters 1212 Johnstown Road P.O. Box 1608 Grand Island, NE 68802-1608 D-3034 Pipe Dimensions F-679 Pipe Dimensions A B D C Reiber Joint Illustration Sani-21™ 18 18.701 21-3/4” 7-3/4” 7” 0.671 0.499 21 22.047 25-1/2” 7-3/4” 7” 0.791 0.588 24 24.803 28-3/4” 8-1/2” 7-1/4” 0.889 0.661 27 27.953 32-1/2” 8-1/2” 7-1/4” 1.002 0.745 30 ciod 32.000 37-1/4” 12” 10” 1.148 0.853 36 ciod 38.300 43-1/4” 12” 10” 1.373 1.021 42 ciod 44.500 53” 16” 13” 1.187 48 ciod 50.800 60” 16” 13” 1.355 Sani-21 is supplied in 14 foot and 22 foot laying lengths. TM SANITARY SEWER PIPE FOR THE 21st CENTURY SE C T I O N A - A 38 " 4" 1 3 / 8 " 32 1 / 8 " 30 " 32 1 / 8 " 1 3 / 8 " TO P F L A N G E V I E W BO T T O M F L A N G E V I E W (1 ) 7 / 8 " D I A HA N D L I N G H O L E A A 41600410 ®Revised By: SBB SDC 3/8/2003 4/12/2012 ejco.com reserve the right to modify specifications without prior notice. -ASTM A48 -All rights reserved. -Materials -Design Load Gray Iron (CL35) Heavy Duty -Open Area -Coating Undipped - Designates Machined Surface Copyright © 2011 EJ Group, Inc. and/or know how that is the property of EJ Group, I nc. registered marks, patents, trade secret information , -Country of Origin: USA -CONFIDENTIAL: This drawing is the property of EJ Group, Inc. and embodies confidential informa tion, Weights (lbs/kg), dimensions (inches/mm) and drawings provided for your guidance. We 800 626 4653 Designer: Contact Product Number Design Features Certification Disclaimer Drawing Revision V1 6 0 0 - 4 F r a m e 32" OPENING GASKETED SDR35 SEWER FITTINGS Ideal for use in wastewater, stormwater and industrial waste applications. Reinforced to SDR26 thickness at key locations such as the branches of tees and wyes for optimal long-term performance. Joint withstands 15 psi hydrostatic pressure and a -10.8 psi vacuum pressure. Leak-proof at 5o joint deflection and 5% ring deflection. LARGE DIAMETER MOLDED SDR35 SEWER FITTINGS Multi is the only manufacturer to offer 12" and 15" molded fittings. Designed to exceed all applicable standards and are built to withstand higher impact forces, higher loads and jobsite conditions. Reinforced at key intersecting locations for added strength without losing flexibility. Injection Molded 4" - 15" Fabricated 12" - 48" Injection Molded 12" - 15" PVC SEWER FITTINGS |5 HEAVY WALL SDR26 GASKETED SEWER FITTINGS Compatible with SDR26 and SDR35 sewer pipe and are used in areas where the installation conditions are more challenging, such as deep burial applications or projects in poor soils. Service fittings are manufactured with an "extra heavy wall" SDR24 thickness. Easily identifiable with its grey gaskets. Injection Molded 4" - 12" Fabricated 12" - 18" Trench Tough PlusTM Trench Tough PlusTM Trench Tough PlusTM OPTIONS SIZE RANGE REFERENCED STANDARDS Trench Tough Plus Gasketed Fittings SDR35 INJECTION MOLDED: up to 15" FABRICATED: up to 42" ASTM D3034, F679, F170 CSA B182.2 CSA B181.2 IAPMO File 2431 Trench Tough Plus Gasketed Heavy Wall SDR26 INJECTION MOLDED: up to 12" FABRICATED: up to 27" ASTM D3034, F679, F170 CIOD Sewer Fittings DR51 DR25 DR41 DR18 DR32.5 DR14 INJECTION MOLDED: 4" - 8" (DR18) FABRICATED: 10" - 48" AWWA C900 AWWA C907 AWWA C905 Solvent Weld SDR35 INJECTION MOLDED: 3" - 8" FABRICATED: 8" - 15" ASTM D2665 (6" & 8") NSF 14 (6" & 8") CSA B181.2 (6" & 8") Ultra-Rib Open Profile 8" - 24" ASTM F794 AASHTO M304 CSA B182.4 ASTM D3034 DWV Schedule 40 PVC PVC INJECTION MOLDED: 6" - 12" FABRICATED: 10" - 24" CSA, IAPMO, NSF Backwater Valves ABS PVC 3" - 6" CSA, IAPMO, NSF, SBC OPTIONS SIZE RANGE REFERENCED STANDARDS Blue Brute C900/C905/C907 CIOD DR 51 DR 41 DR 32.5 DR 25 DR 18 DR 14 INJECTION MOLDED: 4" - 8" (DR 18) FABRICATED: 10" - 48" AWWA C900 & C905 (Fabricated Fittings) AWWA C907 (Molded Fittings) CSA B137.2 (Molded Fittings) CSA B 137.3 (Fabricated Fittings) Factory Mutual (4" - 12") Underwriter's Laboratories Cycle Tough Pressure Fittings for Series 200 IPS Pipe DR 21 INJECTION MOLDED: 11/2" - 8" FABRICATED: 10" - 24" ASTM D1784,D3139,D1599, D2241,F477 CSA B137.3 NSF-61 SPECIFICATION CHART SEWER FITTINGS PRESSURE FITTINGS 10 |EASY SPECIFICATION CHART